Final Alignment Report Satellite Town Ring Road (STRR) Bangalore West Side (NH 948A)
April 2018
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report i
FINAL ALIGNMENT REPORT
Project Name
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Document Name FINAL ALIGNMENT REPORT (STRR)
Document No 4800182- GGN-DE-003(B) Issue No 03
Prepared by VivekSwaraj
Reviewed By K Mohan
Team leaderSenior Highway Engineer
ISSUE LOG SIGNATURE PAGE
Issue Submission Date Remark Approved By
NamePosition Signature
01 10 Nov 2017
Draft Alignment
Report submitted
K Mohan
Team Leader
02 07022018
Final Alignment Report is
being Submitted
K Mohan
Team Leader
03 13042018
Final Alignment Report is
being Submitted
K Mohan
Team Leader
Final Alignment Report
Aurad ndash Bidar Road (NH 161A) January 2018
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report ii
TABLE OF CONTENTS
10 GENERAL 1
11 Original STRR alignment 2
111 Modifications proposed 4
112 Value addition proposed 4
12 Connection to Hosur city 5
13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu 8
14 Satellite Towns Ring Road (STRR) Bangalore West Side 30
141 Road under progress in STRR 30
15 Declaration of STRR (west side) as NH 31
16 Project road 31
17 Environment Studies 35
18 Social Assessment 36
List of Tables
Table 1 Modified proposed Original alignment of Karnataka 5
Table 2 Comparative Statement of Proposed Alignment 6
Table 3 Major Cross road locations 31
Table 4 Proposed Highway Design Standards 32
Table 5 Tentative Land Uses along the Project 37
List of Figures
Fig 1 Original STRR Alignment as think of by Karnataka State Government 3
Fig 2 STRR proposal connect Hosur city with four options 6
Fig 3 Concurrence obtained for alignment from Karnataka state 9
Fig 4 Concurrence obtained for alignment from Karnataka state 10
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu 11
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report iii
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu 12
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu 13
Fig 7 Final Alignment 29
Fig 8 Proposed Typical Cross Section of Road 34
Fig 9 Alignment passes through Banneragatta National Park 35
List of Annexures
Annexure 1 MORTH Gazette notification no 6 dated 02012018 38
Annexure 2 Horizontal Alignment details 40
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 1
ALIGNMENT REPORT
10 GENERAL
The Ministry of Road Transport and Highways (MORTH) Government of India has proposed
ldquoBharat Mala Pariyojanardquo an Umbrella scheme of road development project through National
Highways Authority of India (NHAI) National Highway and Industrial Development Corporation
(NHIDC) and state Public Works Departments (PWD) at an estimated cost of INR
535000crores This is the second largest highways construction project in the country after
NHDP in that almost 50000 km of roads targeted across the country This project aim to
improve connectivity particularly on economic corridors border areas and to remote areas with
an aim of rapid and safe movement of cargo to boost exports International trade considered
as a key aspect in this scheme and northeastern states have given special focus The project
cleared by the Union Cabinet on October 25 2017
The ambitious project expected to create nearly 100million man days of jobs during the
construction and subsequently to about 22million jobs of the increased economic activity across
the country The construction will carried out through many means including debt funds
budgetary allocation private investment toll operator transfer etc The total length of around
34800km considered in phase 1 including
Economic corridors of around 9000km
Inter-corridor and feeder routes of around 6000km
National Corridors Efficiency Program of about 5000 km roads
Border and international connectivity roads of around 2000 km
Coastal and port connectivity roads of around 2000 km
Expressways of around 800 km
NHDP roads of 10000km
In pursuance of the above program NHAI appointed Ms Louis Berger Consulting Private
Limited New Delhi as Consultants to carry out the Consultancy Services for preparation of DPR
for development of Economic Corridors Inner corridors feeder Routes and Costal Roads to
improve the efficiency of fright movement in India - Lot 3Andhra Pradesh Karnataka Goa amp
Kerala Package 1 The project consists the following stretches of roads finalized as per final
Inception Report
1 Aurad ndash Bidar section - KA SH 15
2 Mydukur ndash Badvel section ndash NH 67
3 Puttur - Janappanchatram section - AP SH 4421 amp TN SH 51
4 Belagavi (Belgaum) ndash Sanquelim with a proper Connectivity to NH4A and NH 17
through existing SH ndash KA SH 54 KA SH 31 GA SH 4
5 Balance Portion of Satellite Ring Road of Bangalore (West Side) including connection
to Hosur town amp Feasibility for widening the existing SH between Anekal to Sarjapur
for Passenger traffic bound to Attibele Sarjapur to ensure ring road connectivity for
Bangalore
The Letter of Acceptance was communicated vide NHAI letter NHAIPlanning
EC2016DPRLot 3 Ap Knt Goa ampKLPackage 198598 dated 21042017 The contract
agreement signed on 1152017 vide letter NHAIplanningEC2016DPRLot 3AP Karnataka
Goa ampKL Package 199575 dated 11052017 with immediate commencement date
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 2
The draft alignment report submitted vie dated 10112017 Based on joint site visit and further
discussions held with RONHAIBangalore and PDBangalore some modifications made The
current submission is Final Alignment Report for STRR Bangalore the alignment declared
declared NH 948A
11 Original STRR alignment
In order to ensure safe smooth efficient and high speed transport corridor to Bangalore city
it is impetus that the infrastructure of city and adjoining towns anticipated the development
National Highways NH 648 (NH 207) NH 48 (NH 4) NH 275 NH 948 NH 209 amp NH 75 (Hassan
road) and majority of State Highways SH 3 SH 85 amp SH 35 pass through Bangalore city
comprising heavy commercial traffic movement Most of these traffic are not intend to pass
through the Bangalore city These traffic further aggravate the scenario in the city roads and
resulting huge traffic jams
The Government of Karnataka took steps to improve and augment network within and
neighboring area of the city to match with its phase of development Bangalore Metropolitan
Regional Development Authority (BMRDA) had planned the following network of roads
consisting the length of 367km to match these requirements
Satellite Towns Ring Road (STRR) ndash 204km
Individual Town ring Roads (ITRR) ndash 163km
The total length of STRR (204km) is exclude the stretch passing within the ITRR except for
Neelmangala town The STRR connects the important towns namely Dobbaspet
Doddaballapura Devanahalli Sulibele Hoskote Sarjapura Attibele Anekal Tattekere
Kanakapura Ramanagara and Magadi
BMRDA assigned Ms SECON for the consultancy services to undertake the topographical amp
Cadastral surveys finalize the proposed alignment and to prepare the land acquisition report
in year 2006 Subsequently the same agency was engaged to carry out the consultancy for
Techno ndashEconomic Feasibility Report in 2007The notification for land acquisition for STRR amp
ITRR issued on 12092007 and the project report approved by BMRDA on 10062008 The
proposed STRR alignment has declared as State Highway (special) -2 as per the provisions of
Karnataka Highways Act 1964 and the SE PWD Bangalore circle nominated as lsquoThe Highway
Authorityrsquo Land acquisition processes initiated vide notification NO4017-07-08 dated
19102007
The original corridor proposed with 90m right-of-way consists of divided 4lanes carriageways
with depressed median of 2050m with service roads (7m) on both sides Provision of high
speed rail corridor of 15m on one side throughout also made In addition to this utility corridor
of 5m and bus lay-bye of 4m also considered on both sides The corridor of 90m also frozen by
the state government Ring roads was also proposed to be developed individually for 8 major
towns namely Anekal Kanakapura Ramanagara Magadi Neelmangala Doddaballapura
Devanahalli amp Hoskote to act as bypass for these towns However the project shelved due to
paucity of funds with the State government
The original alignment as think of by Karnataka State government and obtained from Ms SECON through NHAI enclosed in Fig 1
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 3
Fig 1 Original STRR Alignment as think of by Karnataka State Government
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 4
However the earlier proposed alignment by the Karnataka state government passes through
some of built up stretches tanks including religious structures burial grounds etc Also during
the course of time some new activities also come up Therefore it was indispensable to further
study the alignment and update considering the current scenario along the original proposed
alignment Accordingly modifications are propose to ensure minimal social Impact and to serve
the alignment to wider spectrum of inhabitants in that region The details given below
111 Modifications proposed
1 The original alignment passes through the Dobbaspet town connecting NH 4 on
Bangalore side This extended further on Doddaballapura side towards NH 207 to
ensure avoidance of Dobbaspet town local traffic
2 The original alignment (in the cross point of Hassan road) passes through thickly built
up area in Gudermaranahalli from km 14000 to km 22000 This stretch consists of
residential school and religious structures
3 The earlier alignment passes through thickly built up area from km 22000 to km 25600
in HarthiRenganahalli
4 The original alignment passes through Savanadurga Forest area from km 34700 to km
41700 This forest also has wildlife
5 The original alignment pass through Siddadevarabetta Forest area from km 43000 to
km 46700
6 The original alignment passes through Ramadevarabetta forest area from km 57700 to
km 58300 near NH 275 crossing in Ramanagara
112 Value addition proposed
Further the alignment made value additions by connecting some cross roads and considering
the current and future proposals in that location as per below details
1 The starting point of the STRR extended to connect NH 207 (near km 131200) with a
bypass provision in Dobbaspet town on Pune side to ensure uninterrupted traffic flow
contrary to the earlier proposed location pass through the mid of built up area in
Dobbaspet It is relevant to mention that the through traffic contribute from Pune
direction on NH 4 is significant
2 There is Multi Model Logistic Park (MMLP) and proposed KIADB coming up near
Dobbaspet on SH 3 spread at about 250acres of land The Feasibility study also done
for the proposed MMLP project Therefore connection to this park is eminent and
provision made accordingly to these logistic park amp KIADB with proposed STRR
3 NHAI is currently developing bypasses to Kankapura and Ramanagara towns under
different programs to ease traffic congestion on NH 209 and NH 275 respectively Thus
in order to ensure seamless traffic flow through these proposed bypasses it is
necessary to integrate with proposed STRR at these locations
4 Hosur is an automobile industry town located in the vicinity of about 7km away from
Karnataka state border This city generates huge amount of through traffic and
currently experiencing massive traffic congestion It observed that the proposed STRR
would further deteriorate the Hosur traffic Therefore consideration of STRR taking
along this town necessitated
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 5
The modification proposed to original alignment of Karnataka state portion tabulated as below
Table 1 Modified proposed Original alignment of Karnataka
S No
STRR Original alignment (km)
as received
Modified STRR Alignment (km)
Re-Alignment Side wrt Original STRR
Alignment
Reason for change
From To Length
(km) From To
Length (km)
1 000 650 650 000 1750 1750 Right
To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in
Dobaspette
2 650 1400 750 1750 2500 750 No change in original alignment
3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond
4 2200 2560 360 3340 3700 360 Left To avoid Builtup area
5 2560 3470 910 3700 4600 900 No change in original alignment
6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest
7 4170 4300 130 5270 5400 130 No change in original alignment
8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta
Reserve Forest
9 4670 5100 430 5800 6220 420 No change in original alignment
10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta
Vulture Sanctuary (Ramanagara)
11 6800 7400 600 8080 8675 595 No change in original alignment
12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill
cutting (Kanakpura)
13 9900 11500 1600 10600 12185 1585 No change in original alignment
14 11500 End - 12185 17963 5778
Due to inclusion of Ring Road of Hosur town Automobile Hub of
Tamil Nadu and Connecting with proposed KITCO alignment
12 Connection to Hosur city
It was also envisage connecting the Hosur city with the proposed STRR alignment as per the
meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the
proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an
automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward
further south in a methodical manner It also further enables a connectivity for Hosur to the
proposed Bangalore - Chennai Expressway
The proposed alignment also discussed with District Commissioner Krishnagiri and with
various stake holders district level officers and NHAI Four options proposed and all options
discussed with its merits and demerits The details given in Fig 2
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 6
Fig 2 STRR proposal connect Hosur city with four options
The comparative statements of all options of proposed Hosur bypass alignment are as below
Table 2 Comparative Statement of Proposed Alignment
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
1 Starting 139000 139000 139000 139000
2 Ending 190000 190000 190000 190000
3 Route
Alignment side
After Hosur airport amp
away from Kelavarapalli reservoir area
Before Hosur airport amp away from
Kelavarapalli reservoir area
After Hosur airport amp Close to
Kelavarapalli reservoir area
Before Hosur airport amp Close to
Kelavarapalli reservoir area
4 Length of
Bypass (km) 60 59 63
59
5
Length of existing
alignment bypassed
(km)
nil
nil
nil
nil
6 Built-up
stretch (km) nil
nil
nil
nil
7 Terrain Plain Plain Plain Plain
8 Speed 100 kmh 100 kmh 100 kmh 100 kmh
9 Geometries Geometry is good
supports 100 Geometry is good supports 100 kmh
Geometry is good supports
Geometry is good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 7
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
kmh speed Good sight distance with
curves widely spaced
speed Good sight distance with curves widely
spaced
100 kmh speed Good sight distance with curves
widely spaced
100 kmh speed Good sight
distance with curves widely
spaced
10 Intersection
developments 7 7 7
7
11
Existing Land use pattern
through proposed alignment
Agricultural Land and barren land
Agricultural Land and barren land
Agricultural Land and
barren land
Agricultural Land and barren land
12 Major Bridge 2 2 2 2
13 Minor Bridge 3 3 2 2
14 Approximate Culverts (no)
120 120 130
120
15 ROB 1 1 1 1
16 Interchange 7 7 7 7
17 VUP nil nil nil nil
18 PUP nil nil nil nil
19 Proposed
ROW 90 90 90
90
20 Existing ROW 0 0 0 0
21 No of affected Settlements
nil
nil
nil
nil
22
Alignment passes through villages
Agasa Timanahalli Patnagere
Gollahalli Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Singasandra
KomaranapalliPoonahalli Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Patnagere Gollahalli
Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli Nandi
maglam Baglur
Kaganur Sarjapura
Agasa Timanahalli Singasandra
Komaranapalli Poonahalli Achettipalli
Kothur Peranadapalli Nandimaglam
Baglur Kaganur Sarjapur
23 Social Impact Not significant Not significant Not significant Not significant
24 Environmental
Impact Not significant Not significant Not significant Not significant
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 8
The merits and demerits for the Hosur alignment inclusion in STRR are as follow
Merits
Enabling new spatial distribution of business housing in Hosur city
Improved road geometry will ensure enhanced traffic safety and reduction in road
accident rate
Major cross roads intersections will provisioned with free flow interchanges and will
catalyzed development of Industrial sited located near to this places
Will remove through truck traffic from cityrsquos main artery
More local traffic may get encouraged to use a route previously avoided due to heavy
truck traffic
Proactive planning by local authorities will further catalyze industrial development
Will benefits the town in revenues real estate and job opportunities
Demerit
The overall alignment length will increase and result higher land acquisition and
construction costs
Based on facts presented the district administration recommended and approved Option 4
(ABGCDJEF) for consideration
13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu
Karnataka
The original alignment validated with current developments in that region and the updated
alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI
vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from
Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the
modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG
(EXP)530 dated 09102017
The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed
the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp
KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed
The approval letters obtained from the government of Karnataka and the approved alignment
are given in Fig 3 amp Fig 4
Tamil Nadu
The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2
dated 24012018 The approval letters obtained from government of Tamil Nadu with approved
alignments given in Fig 5 amp Fig 6
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 9
Fig 3 Concurrence obtained for alignment from Karnataka state
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 10
Fig 4 Concurrence obtained for alignment from Karnataka state
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 11
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 12
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 13
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
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Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
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Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
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Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
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Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
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Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
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Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
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Fig 8 Proposed Typical Cross Section of Road
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Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
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Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report i
FINAL ALIGNMENT REPORT
Project Name
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Document Name FINAL ALIGNMENT REPORT (STRR)
Document No 4800182- GGN-DE-003(B) Issue No 03
Prepared by VivekSwaraj
Reviewed By K Mohan
Team leaderSenior Highway Engineer
ISSUE LOG SIGNATURE PAGE
Issue Submission Date Remark Approved By
NamePosition Signature
01 10 Nov 2017
Draft Alignment
Report submitted
K Mohan
Team Leader
02 07022018
Final Alignment Report is
being Submitted
K Mohan
Team Leader
03 13042018
Final Alignment Report is
being Submitted
K Mohan
Team Leader
Final Alignment Report
Aurad ndash Bidar Road (NH 161A) January 2018
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report ii
TABLE OF CONTENTS
10 GENERAL 1
11 Original STRR alignment 2
111 Modifications proposed 4
112 Value addition proposed 4
12 Connection to Hosur city 5
13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu 8
14 Satellite Towns Ring Road (STRR) Bangalore West Side 30
141 Road under progress in STRR 30
15 Declaration of STRR (west side) as NH 31
16 Project road 31
17 Environment Studies 35
18 Social Assessment 36
List of Tables
Table 1 Modified proposed Original alignment of Karnataka 5
Table 2 Comparative Statement of Proposed Alignment 6
Table 3 Major Cross road locations 31
Table 4 Proposed Highway Design Standards 32
Table 5 Tentative Land Uses along the Project 37
List of Figures
Fig 1 Original STRR Alignment as think of by Karnataka State Government 3
Fig 2 STRR proposal connect Hosur city with four options 6
Fig 3 Concurrence obtained for alignment from Karnataka state 9
Fig 4 Concurrence obtained for alignment from Karnataka state 10
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu 11
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report iii
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu 12
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu 13
Fig 7 Final Alignment 29
Fig 8 Proposed Typical Cross Section of Road 34
Fig 9 Alignment passes through Banneragatta National Park 35
List of Annexures
Annexure 1 MORTH Gazette notification no 6 dated 02012018 38
Annexure 2 Horizontal Alignment details 40
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 1
ALIGNMENT REPORT
10 GENERAL
The Ministry of Road Transport and Highways (MORTH) Government of India has proposed
ldquoBharat Mala Pariyojanardquo an Umbrella scheme of road development project through National
Highways Authority of India (NHAI) National Highway and Industrial Development Corporation
(NHIDC) and state Public Works Departments (PWD) at an estimated cost of INR
535000crores This is the second largest highways construction project in the country after
NHDP in that almost 50000 km of roads targeted across the country This project aim to
improve connectivity particularly on economic corridors border areas and to remote areas with
an aim of rapid and safe movement of cargo to boost exports International trade considered
as a key aspect in this scheme and northeastern states have given special focus The project
cleared by the Union Cabinet on October 25 2017
The ambitious project expected to create nearly 100million man days of jobs during the
construction and subsequently to about 22million jobs of the increased economic activity across
the country The construction will carried out through many means including debt funds
budgetary allocation private investment toll operator transfer etc The total length of around
34800km considered in phase 1 including
Economic corridors of around 9000km
Inter-corridor and feeder routes of around 6000km
National Corridors Efficiency Program of about 5000 km roads
Border and international connectivity roads of around 2000 km
Coastal and port connectivity roads of around 2000 km
Expressways of around 800 km
NHDP roads of 10000km
In pursuance of the above program NHAI appointed Ms Louis Berger Consulting Private
Limited New Delhi as Consultants to carry out the Consultancy Services for preparation of DPR
for development of Economic Corridors Inner corridors feeder Routes and Costal Roads to
improve the efficiency of fright movement in India - Lot 3Andhra Pradesh Karnataka Goa amp
Kerala Package 1 The project consists the following stretches of roads finalized as per final
Inception Report
1 Aurad ndash Bidar section - KA SH 15
2 Mydukur ndash Badvel section ndash NH 67
3 Puttur - Janappanchatram section - AP SH 4421 amp TN SH 51
4 Belagavi (Belgaum) ndash Sanquelim with a proper Connectivity to NH4A and NH 17
through existing SH ndash KA SH 54 KA SH 31 GA SH 4
5 Balance Portion of Satellite Ring Road of Bangalore (West Side) including connection
to Hosur town amp Feasibility for widening the existing SH between Anekal to Sarjapur
for Passenger traffic bound to Attibele Sarjapur to ensure ring road connectivity for
Bangalore
The Letter of Acceptance was communicated vide NHAI letter NHAIPlanning
EC2016DPRLot 3 Ap Knt Goa ampKLPackage 198598 dated 21042017 The contract
agreement signed on 1152017 vide letter NHAIplanningEC2016DPRLot 3AP Karnataka
Goa ampKL Package 199575 dated 11052017 with immediate commencement date
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 2
The draft alignment report submitted vie dated 10112017 Based on joint site visit and further
discussions held with RONHAIBangalore and PDBangalore some modifications made The
current submission is Final Alignment Report for STRR Bangalore the alignment declared
declared NH 948A
11 Original STRR alignment
In order to ensure safe smooth efficient and high speed transport corridor to Bangalore city
it is impetus that the infrastructure of city and adjoining towns anticipated the development
National Highways NH 648 (NH 207) NH 48 (NH 4) NH 275 NH 948 NH 209 amp NH 75 (Hassan
road) and majority of State Highways SH 3 SH 85 amp SH 35 pass through Bangalore city
comprising heavy commercial traffic movement Most of these traffic are not intend to pass
through the Bangalore city These traffic further aggravate the scenario in the city roads and
resulting huge traffic jams
The Government of Karnataka took steps to improve and augment network within and
neighboring area of the city to match with its phase of development Bangalore Metropolitan
Regional Development Authority (BMRDA) had planned the following network of roads
consisting the length of 367km to match these requirements
Satellite Towns Ring Road (STRR) ndash 204km
Individual Town ring Roads (ITRR) ndash 163km
The total length of STRR (204km) is exclude the stretch passing within the ITRR except for
Neelmangala town The STRR connects the important towns namely Dobbaspet
Doddaballapura Devanahalli Sulibele Hoskote Sarjapura Attibele Anekal Tattekere
Kanakapura Ramanagara and Magadi
BMRDA assigned Ms SECON for the consultancy services to undertake the topographical amp
Cadastral surveys finalize the proposed alignment and to prepare the land acquisition report
in year 2006 Subsequently the same agency was engaged to carry out the consultancy for
Techno ndashEconomic Feasibility Report in 2007The notification for land acquisition for STRR amp
ITRR issued on 12092007 and the project report approved by BMRDA on 10062008 The
proposed STRR alignment has declared as State Highway (special) -2 as per the provisions of
Karnataka Highways Act 1964 and the SE PWD Bangalore circle nominated as lsquoThe Highway
Authorityrsquo Land acquisition processes initiated vide notification NO4017-07-08 dated
19102007
The original corridor proposed with 90m right-of-way consists of divided 4lanes carriageways
with depressed median of 2050m with service roads (7m) on both sides Provision of high
speed rail corridor of 15m on one side throughout also made In addition to this utility corridor
of 5m and bus lay-bye of 4m also considered on both sides The corridor of 90m also frozen by
the state government Ring roads was also proposed to be developed individually for 8 major
towns namely Anekal Kanakapura Ramanagara Magadi Neelmangala Doddaballapura
Devanahalli amp Hoskote to act as bypass for these towns However the project shelved due to
paucity of funds with the State government
The original alignment as think of by Karnataka State government and obtained from Ms SECON through NHAI enclosed in Fig 1
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 3
Fig 1 Original STRR Alignment as think of by Karnataka State Government
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Final Alignment Report 4
However the earlier proposed alignment by the Karnataka state government passes through
some of built up stretches tanks including religious structures burial grounds etc Also during
the course of time some new activities also come up Therefore it was indispensable to further
study the alignment and update considering the current scenario along the original proposed
alignment Accordingly modifications are propose to ensure minimal social Impact and to serve
the alignment to wider spectrum of inhabitants in that region The details given below
111 Modifications proposed
1 The original alignment passes through the Dobbaspet town connecting NH 4 on
Bangalore side This extended further on Doddaballapura side towards NH 207 to
ensure avoidance of Dobbaspet town local traffic
2 The original alignment (in the cross point of Hassan road) passes through thickly built
up area in Gudermaranahalli from km 14000 to km 22000 This stretch consists of
residential school and religious structures
3 The earlier alignment passes through thickly built up area from km 22000 to km 25600
in HarthiRenganahalli
4 The original alignment passes through Savanadurga Forest area from km 34700 to km
41700 This forest also has wildlife
5 The original alignment pass through Siddadevarabetta Forest area from km 43000 to
km 46700
6 The original alignment passes through Ramadevarabetta forest area from km 57700 to
km 58300 near NH 275 crossing in Ramanagara
112 Value addition proposed
Further the alignment made value additions by connecting some cross roads and considering
the current and future proposals in that location as per below details
1 The starting point of the STRR extended to connect NH 207 (near km 131200) with a
bypass provision in Dobbaspet town on Pune side to ensure uninterrupted traffic flow
contrary to the earlier proposed location pass through the mid of built up area in
Dobbaspet It is relevant to mention that the through traffic contribute from Pune
direction on NH 4 is significant
2 There is Multi Model Logistic Park (MMLP) and proposed KIADB coming up near
Dobbaspet on SH 3 spread at about 250acres of land The Feasibility study also done
for the proposed MMLP project Therefore connection to this park is eminent and
provision made accordingly to these logistic park amp KIADB with proposed STRR
3 NHAI is currently developing bypasses to Kankapura and Ramanagara towns under
different programs to ease traffic congestion on NH 209 and NH 275 respectively Thus
in order to ensure seamless traffic flow through these proposed bypasses it is
necessary to integrate with proposed STRR at these locations
4 Hosur is an automobile industry town located in the vicinity of about 7km away from
Karnataka state border This city generates huge amount of through traffic and
currently experiencing massive traffic congestion It observed that the proposed STRR
would further deteriorate the Hosur traffic Therefore consideration of STRR taking
along this town necessitated
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Final Alignment Report 5
The modification proposed to original alignment of Karnataka state portion tabulated as below
Table 1 Modified proposed Original alignment of Karnataka
S No
STRR Original alignment (km)
as received
Modified STRR Alignment (km)
Re-Alignment Side wrt Original STRR
Alignment
Reason for change
From To Length
(km) From To
Length (km)
1 000 650 650 000 1750 1750 Right
To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in
Dobaspette
2 650 1400 750 1750 2500 750 No change in original alignment
3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond
4 2200 2560 360 3340 3700 360 Left To avoid Builtup area
5 2560 3470 910 3700 4600 900 No change in original alignment
6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest
7 4170 4300 130 5270 5400 130 No change in original alignment
8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta
Reserve Forest
9 4670 5100 430 5800 6220 420 No change in original alignment
10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta
Vulture Sanctuary (Ramanagara)
11 6800 7400 600 8080 8675 595 No change in original alignment
12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill
cutting (Kanakpura)
13 9900 11500 1600 10600 12185 1585 No change in original alignment
14 11500 End - 12185 17963 5778
Due to inclusion of Ring Road of Hosur town Automobile Hub of
Tamil Nadu and Connecting with proposed KITCO alignment
12 Connection to Hosur city
It was also envisage connecting the Hosur city with the proposed STRR alignment as per the
meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the
proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an
automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward
further south in a methodical manner It also further enables a connectivity for Hosur to the
proposed Bangalore - Chennai Expressway
The proposed alignment also discussed with District Commissioner Krishnagiri and with
various stake holders district level officers and NHAI Four options proposed and all options
discussed with its merits and demerits The details given in Fig 2
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 6
Fig 2 STRR proposal connect Hosur city with four options
The comparative statements of all options of proposed Hosur bypass alignment are as below
Table 2 Comparative Statement of Proposed Alignment
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
1 Starting 139000 139000 139000 139000
2 Ending 190000 190000 190000 190000
3 Route
Alignment side
After Hosur airport amp
away from Kelavarapalli reservoir area
Before Hosur airport amp away from
Kelavarapalli reservoir area
After Hosur airport amp Close to
Kelavarapalli reservoir area
Before Hosur airport amp Close to
Kelavarapalli reservoir area
4 Length of
Bypass (km) 60 59 63
59
5
Length of existing
alignment bypassed
(km)
nil
nil
nil
nil
6 Built-up
stretch (km) nil
nil
nil
nil
7 Terrain Plain Plain Plain Plain
8 Speed 100 kmh 100 kmh 100 kmh 100 kmh
9 Geometries Geometry is good
supports 100 Geometry is good supports 100 kmh
Geometry is good supports
Geometry is good supports
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Final Alignment Report 7
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
kmh speed Good sight distance with
curves widely spaced
speed Good sight distance with curves widely
spaced
100 kmh speed Good sight distance with curves
widely spaced
100 kmh speed Good sight
distance with curves widely
spaced
10 Intersection
developments 7 7 7
7
11
Existing Land use pattern
through proposed alignment
Agricultural Land and barren land
Agricultural Land and barren land
Agricultural Land and
barren land
Agricultural Land and barren land
12 Major Bridge 2 2 2 2
13 Minor Bridge 3 3 2 2
14 Approximate Culverts (no)
120 120 130
120
15 ROB 1 1 1 1
16 Interchange 7 7 7 7
17 VUP nil nil nil nil
18 PUP nil nil nil nil
19 Proposed
ROW 90 90 90
90
20 Existing ROW 0 0 0 0
21 No of affected Settlements
nil
nil
nil
nil
22
Alignment passes through villages
Agasa Timanahalli Patnagere
Gollahalli Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Singasandra
KomaranapalliPoonahalli Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Patnagere Gollahalli
Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli Nandi
maglam Baglur
Kaganur Sarjapura
Agasa Timanahalli Singasandra
Komaranapalli Poonahalli Achettipalli
Kothur Peranadapalli Nandimaglam
Baglur Kaganur Sarjapur
23 Social Impact Not significant Not significant Not significant Not significant
24 Environmental
Impact Not significant Not significant Not significant Not significant
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 8
The merits and demerits for the Hosur alignment inclusion in STRR are as follow
Merits
Enabling new spatial distribution of business housing in Hosur city
Improved road geometry will ensure enhanced traffic safety and reduction in road
accident rate
Major cross roads intersections will provisioned with free flow interchanges and will
catalyzed development of Industrial sited located near to this places
Will remove through truck traffic from cityrsquos main artery
More local traffic may get encouraged to use a route previously avoided due to heavy
truck traffic
Proactive planning by local authorities will further catalyze industrial development
Will benefits the town in revenues real estate and job opportunities
Demerit
The overall alignment length will increase and result higher land acquisition and
construction costs
Based on facts presented the district administration recommended and approved Option 4
(ABGCDJEF) for consideration
13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu
Karnataka
The original alignment validated with current developments in that region and the updated
alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI
vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from
Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the
modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG
(EXP)530 dated 09102017
The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed
the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp
KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed
The approval letters obtained from the government of Karnataka and the approved alignment
are given in Fig 3 amp Fig 4
Tamil Nadu
The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2
dated 24012018 The approval letters obtained from government of Tamil Nadu with approved
alignments given in Fig 5 amp Fig 6
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 9
Fig 3 Concurrence obtained for alignment from Karnataka state
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 10
Fig 4 Concurrence obtained for alignment from Karnataka state
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 11
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 12
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 13
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
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Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
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Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
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Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
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Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report ii
TABLE OF CONTENTS
10 GENERAL 1
11 Original STRR alignment 2
111 Modifications proposed 4
112 Value addition proposed 4
12 Connection to Hosur city 5
13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu 8
14 Satellite Towns Ring Road (STRR) Bangalore West Side 30
141 Road under progress in STRR 30
15 Declaration of STRR (west side) as NH 31
16 Project road 31
17 Environment Studies 35
18 Social Assessment 36
List of Tables
Table 1 Modified proposed Original alignment of Karnataka 5
Table 2 Comparative Statement of Proposed Alignment 6
Table 3 Major Cross road locations 31
Table 4 Proposed Highway Design Standards 32
Table 5 Tentative Land Uses along the Project 37
List of Figures
Fig 1 Original STRR Alignment as think of by Karnataka State Government 3
Fig 2 STRR proposal connect Hosur city with four options 6
Fig 3 Concurrence obtained for alignment from Karnataka state 9
Fig 4 Concurrence obtained for alignment from Karnataka state 10
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu 11
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report iii
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu 12
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu 13
Fig 7 Final Alignment 29
Fig 8 Proposed Typical Cross Section of Road 34
Fig 9 Alignment passes through Banneragatta National Park 35
List of Annexures
Annexure 1 MORTH Gazette notification no 6 dated 02012018 38
Annexure 2 Horizontal Alignment details 40
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 1
ALIGNMENT REPORT
10 GENERAL
The Ministry of Road Transport and Highways (MORTH) Government of India has proposed
ldquoBharat Mala Pariyojanardquo an Umbrella scheme of road development project through National
Highways Authority of India (NHAI) National Highway and Industrial Development Corporation
(NHIDC) and state Public Works Departments (PWD) at an estimated cost of INR
535000crores This is the second largest highways construction project in the country after
NHDP in that almost 50000 km of roads targeted across the country This project aim to
improve connectivity particularly on economic corridors border areas and to remote areas with
an aim of rapid and safe movement of cargo to boost exports International trade considered
as a key aspect in this scheme and northeastern states have given special focus The project
cleared by the Union Cabinet on October 25 2017
The ambitious project expected to create nearly 100million man days of jobs during the
construction and subsequently to about 22million jobs of the increased economic activity across
the country The construction will carried out through many means including debt funds
budgetary allocation private investment toll operator transfer etc The total length of around
34800km considered in phase 1 including
Economic corridors of around 9000km
Inter-corridor and feeder routes of around 6000km
National Corridors Efficiency Program of about 5000 km roads
Border and international connectivity roads of around 2000 km
Coastal and port connectivity roads of around 2000 km
Expressways of around 800 km
NHDP roads of 10000km
In pursuance of the above program NHAI appointed Ms Louis Berger Consulting Private
Limited New Delhi as Consultants to carry out the Consultancy Services for preparation of DPR
for development of Economic Corridors Inner corridors feeder Routes and Costal Roads to
improve the efficiency of fright movement in India - Lot 3Andhra Pradesh Karnataka Goa amp
Kerala Package 1 The project consists the following stretches of roads finalized as per final
Inception Report
1 Aurad ndash Bidar section - KA SH 15
2 Mydukur ndash Badvel section ndash NH 67
3 Puttur - Janappanchatram section - AP SH 4421 amp TN SH 51
4 Belagavi (Belgaum) ndash Sanquelim with a proper Connectivity to NH4A and NH 17
through existing SH ndash KA SH 54 KA SH 31 GA SH 4
5 Balance Portion of Satellite Ring Road of Bangalore (West Side) including connection
to Hosur town amp Feasibility for widening the existing SH between Anekal to Sarjapur
for Passenger traffic bound to Attibele Sarjapur to ensure ring road connectivity for
Bangalore
The Letter of Acceptance was communicated vide NHAI letter NHAIPlanning
EC2016DPRLot 3 Ap Knt Goa ampKLPackage 198598 dated 21042017 The contract
agreement signed on 1152017 vide letter NHAIplanningEC2016DPRLot 3AP Karnataka
Goa ampKL Package 199575 dated 11052017 with immediate commencement date
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 2
The draft alignment report submitted vie dated 10112017 Based on joint site visit and further
discussions held with RONHAIBangalore and PDBangalore some modifications made The
current submission is Final Alignment Report for STRR Bangalore the alignment declared
declared NH 948A
11 Original STRR alignment
In order to ensure safe smooth efficient and high speed transport corridor to Bangalore city
it is impetus that the infrastructure of city and adjoining towns anticipated the development
National Highways NH 648 (NH 207) NH 48 (NH 4) NH 275 NH 948 NH 209 amp NH 75 (Hassan
road) and majority of State Highways SH 3 SH 85 amp SH 35 pass through Bangalore city
comprising heavy commercial traffic movement Most of these traffic are not intend to pass
through the Bangalore city These traffic further aggravate the scenario in the city roads and
resulting huge traffic jams
The Government of Karnataka took steps to improve and augment network within and
neighboring area of the city to match with its phase of development Bangalore Metropolitan
Regional Development Authority (BMRDA) had planned the following network of roads
consisting the length of 367km to match these requirements
Satellite Towns Ring Road (STRR) ndash 204km
Individual Town ring Roads (ITRR) ndash 163km
The total length of STRR (204km) is exclude the stretch passing within the ITRR except for
Neelmangala town The STRR connects the important towns namely Dobbaspet
Doddaballapura Devanahalli Sulibele Hoskote Sarjapura Attibele Anekal Tattekere
Kanakapura Ramanagara and Magadi
BMRDA assigned Ms SECON for the consultancy services to undertake the topographical amp
Cadastral surveys finalize the proposed alignment and to prepare the land acquisition report
in year 2006 Subsequently the same agency was engaged to carry out the consultancy for
Techno ndashEconomic Feasibility Report in 2007The notification for land acquisition for STRR amp
ITRR issued on 12092007 and the project report approved by BMRDA on 10062008 The
proposed STRR alignment has declared as State Highway (special) -2 as per the provisions of
Karnataka Highways Act 1964 and the SE PWD Bangalore circle nominated as lsquoThe Highway
Authorityrsquo Land acquisition processes initiated vide notification NO4017-07-08 dated
19102007
The original corridor proposed with 90m right-of-way consists of divided 4lanes carriageways
with depressed median of 2050m with service roads (7m) on both sides Provision of high
speed rail corridor of 15m on one side throughout also made In addition to this utility corridor
of 5m and bus lay-bye of 4m also considered on both sides The corridor of 90m also frozen by
the state government Ring roads was also proposed to be developed individually for 8 major
towns namely Anekal Kanakapura Ramanagara Magadi Neelmangala Doddaballapura
Devanahalli amp Hoskote to act as bypass for these towns However the project shelved due to
paucity of funds with the State government
The original alignment as think of by Karnataka State government and obtained from Ms SECON through NHAI enclosed in Fig 1
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 3
Fig 1 Original STRR Alignment as think of by Karnataka State Government
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 4
However the earlier proposed alignment by the Karnataka state government passes through
some of built up stretches tanks including religious structures burial grounds etc Also during
the course of time some new activities also come up Therefore it was indispensable to further
study the alignment and update considering the current scenario along the original proposed
alignment Accordingly modifications are propose to ensure minimal social Impact and to serve
the alignment to wider spectrum of inhabitants in that region The details given below
111 Modifications proposed
1 The original alignment passes through the Dobbaspet town connecting NH 4 on
Bangalore side This extended further on Doddaballapura side towards NH 207 to
ensure avoidance of Dobbaspet town local traffic
2 The original alignment (in the cross point of Hassan road) passes through thickly built
up area in Gudermaranahalli from km 14000 to km 22000 This stretch consists of
residential school and religious structures
3 The earlier alignment passes through thickly built up area from km 22000 to km 25600
in HarthiRenganahalli
4 The original alignment passes through Savanadurga Forest area from km 34700 to km
41700 This forest also has wildlife
5 The original alignment pass through Siddadevarabetta Forest area from km 43000 to
km 46700
6 The original alignment passes through Ramadevarabetta forest area from km 57700 to
km 58300 near NH 275 crossing in Ramanagara
112 Value addition proposed
Further the alignment made value additions by connecting some cross roads and considering
the current and future proposals in that location as per below details
1 The starting point of the STRR extended to connect NH 207 (near km 131200) with a
bypass provision in Dobbaspet town on Pune side to ensure uninterrupted traffic flow
contrary to the earlier proposed location pass through the mid of built up area in
Dobbaspet It is relevant to mention that the through traffic contribute from Pune
direction on NH 4 is significant
2 There is Multi Model Logistic Park (MMLP) and proposed KIADB coming up near
Dobbaspet on SH 3 spread at about 250acres of land The Feasibility study also done
for the proposed MMLP project Therefore connection to this park is eminent and
provision made accordingly to these logistic park amp KIADB with proposed STRR
3 NHAI is currently developing bypasses to Kankapura and Ramanagara towns under
different programs to ease traffic congestion on NH 209 and NH 275 respectively Thus
in order to ensure seamless traffic flow through these proposed bypasses it is
necessary to integrate with proposed STRR at these locations
4 Hosur is an automobile industry town located in the vicinity of about 7km away from
Karnataka state border This city generates huge amount of through traffic and
currently experiencing massive traffic congestion It observed that the proposed STRR
would further deteriorate the Hosur traffic Therefore consideration of STRR taking
along this town necessitated
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 5
The modification proposed to original alignment of Karnataka state portion tabulated as below
Table 1 Modified proposed Original alignment of Karnataka
S No
STRR Original alignment (km)
as received
Modified STRR Alignment (km)
Re-Alignment Side wrt Original STRR
Alignment
Reason for change
From To Length
(km) From To
Length (km)
1 000 650 650 000 1750 1750 Right
To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in
Dobaspette
2 650 1400 750 1750 2500 750 No change in original alignment
3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond
4 2200 2560 360 3340 3700 360 Left To avoid Builtup area
5 2560 3470 910 3700 4600 900 No change in original alignment
6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest
7 4170 4300 130 5270 5400 130 No change in original alignment
8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta
Reserve Forest
9 4670 5100 430 5800 6220 420 No change in original alignment
10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta
Vulture Sanctuary (Ramanagara)
11 6800 7400 600 8080 8675 595 No change in original alignment
12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill
cutting (Kanakpura)
13 9900 11500 1600 10600 12185 1585 No change in original alignment
14 11500 End - 12185 17963 5778
Due to inclusion of Ring Road of Hosur town Automobile Hub of
Tamil Nadu and Connecting with proposed KITCO alignment
12 Connection to Hosur city
It was also envisage connecting the Hosur city with the proposed STRR alignment as per the
meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the
proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an
automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward
further south in a methodical manner It also further enables a connectivity for Hosur to the
proposed Bangalore - Chennai Expressway
The proposed alignment also discussed with District Commissioner Krishnagiri and with
various stake holders district level officers and NHAI Four options proposed and all options
discussed with its merits and demerits The details given in Fig 2
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 6
Fig 2 STRR proposal connect Hosur city with four options
The comparative statements of all options of proposed Hosur bypass alignment are as below
Table 2 Comparative Statement of Proposed Alignment
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
1 Starting 139000 139000 139000 139000
2 Ending 190000 190000 190000 190000
3 Route
Alignment side
After Hosur airport amp
away from Kelavarapalli reservoir area
Before Hosur airport amp away from
Kelavarapalli reservoir area
After Hosur airport amp Close to
Kelavarapalli reservoir area
Before Hosur airport amp Close to
Kelavarapalli reservoir area
4 Length of
Bypass (km) 60 59 63
59
5
Length of existing
alignment bypassed
(km)
nil
nil
nil
nil
6 Built-up
stretch (km) nil
nil
nil
nil
7 Terrain Plain Plain Plain Plain
8 Speed 100 kmh 100 kmh 100 kmh 100 kmh
9 Geometries Geometry is good
supports 100 Geometry is good supports 100 kmh
Geometry is good supports
Geometry is good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 7
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
kmh speed Good sight distance with
curves widely spaced
speed Good sight distance with curves widely
spaced
100 kmh speed Good sight distance with curves
widely spaced
100 kmh speed Good sight
distance with curves widely
spaced
10 Intersection
developments 7 7 7
7
11
Existing Land use pattern
through proposed alignment
Agricultural Land and barren land
Agricultural Land and barren land
Agricultural Land and
barren land
Agricultural Land and barren land
12 Major Bridge 2 2 2 2
13 Minor Bridge 3 3 2 2
14 Approximate Culverts (no)
120 120 130
120
15 ROB 1 1 1 1
16 Interchange 7 7 7 7
17 VUP nil nil nil nil
18 PUP nil nil nil nil
19 Proposed
ROW 90 90 90
90
20 Existing ROW 0 0 0 0
21 No of affected Settlements
nil
nil
nil
nil
22
Alignment passes through villages
Agasa Timanahalli Patnagere
Gollahalli Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Singasandra
KomaranapalliPoonahalli Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Patnagere Gollahalli
Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli Nandi
maglam Baglur
Kaganur Sarjapura
Agasa Timanahalli Singasandra
Komaranapalli Poonahalli Achettipalli
Kothur Peranadapalli Nandimaglam
Baglur Kaganur Sarjapur
23 Social Impact Not significant Not significant Not significant Not significant
24 Environmental
Impact Not significant Not significant Not significant Not significant
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Final Alignment Report 8
The merits and demerits for the Hosur alignment inclusion in STRR are as follow
Merits
Enabling new spatial distribution of business housing in Hosur city
Improved road geometry will ensure enhanced traffic safety and reduction in road
accident rate
Major cross roads intersections will provisioned with free flow interchanges and will
catalyzed development of Industrial sited located near to this places
Will remove through truck traffic from cityrsquos main artery
More local traffic may get encouraged to use a route previously avoided due to heavy
truck traffic
Proactive planning by local authorities will further catalyze industrial development
Will benefits the town in revenues real estate and job opportunities
Demerit
The overall alignment length will increase and result higher land acquisition and
construction costs
Based on facts presented the district administration recommended and approved Option 4
(ABGCDJEF) for consideration
13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu
Karnataka
The original alignment validated with current developments in that region and the updated
alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI
vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from
Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the
modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG
(EXP)530 dated 09102017
The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed
the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp
KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed
The approval letters obtained from the government of Karnataka and the approved alignment
are given in Fig 3 amp Fig 4
Tamil Nadu
The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2
dated 24012018 The approval letters obtained from government of Tamil Nadu with approved
alignments given in Fig 5 amp Fig 6
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Final Alignment Report 9
Fig 3 Concurrence obtained for alignment from Karnataka state
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Final Alignment Report 10
Fig 4 Concurrence obtained for alignment from Karnataka state
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Final Alignment Report 11
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 12
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 13
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
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Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
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Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
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Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
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Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
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Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
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Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
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Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 29
Fig 7 Final Alignment
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report iii
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu 12
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu 13
Fig 7 Final Alignment 29
Fig 8 Proposed Typical Cross Section of Road 34
Fig 9 Alignment passes through Banneragatta National Park 35
List of Annexures
Annexure 1 MORTH Gazette notification no 6 dated 02012018 38
Annexure 2 Horizontal Alignment details 40
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 1
ALIGNMENT REPORT
10 GENERAL
The Ministry of Road Transport and Highways (MORTH) Government of India has proposed
ldquoBharat Mala Pariyojanardquo an Umbrella scheme of road development project through National
Highways Authority of India (NHAI) National Highway and Industrial Development Corporation
(NHIDC) and state Public Works Departments (PWD) at an estimated cost of INR
535000crores This is the second largest highways construction project in the country after
NHDP in that almost 50000 km of roads targeted across the country This project aim to
improve connectivity particularly on economic corridors border areas and to remote areas with
an aim of rapid and safe movement of cargo to boost exports International trade considered
as a key aspect in this scheme and northeastern states have given special focus The project
cleared by the Union Cabinet on October 25 2017
The ambitious project expected to create nearly 100million man days of jobs during the
construction and subsequently to about 22million jobs of the increased economic activity across
the country The construction will carried out through many means including debt funds
budgetary allocation private investment toll operator transfer etc The total length of around
34800km considered in phase 1 including
Economic corridors of around 9000km
Inter-corridor and feeder routes of around 6000km
National Corridors Efficiency Program of about 5000 km roads
Border and international connectivity roads of around 2000 km
Coastal and port connectivity roads of around 2000 km
Expressways of around 800 km
NHDP roads of 10000km
In pursuance of the above program NHAI appointed Ms Louis Berger Consulting Private
Limited New Delhi as Consultants to carry out the Consultancy Services for preparation of DPR
for development of Economic Corridors Inner corridors feeder Routes and Costal Roads to
improve the efficiency of fright movement in India - Lot 3Andhra Pradesh Karnataka Goa amp
Kerala Package 1 The project consists the following stretches of roads finalized as per final
Inception Report
1 Aurad ndash Bidar section - KA SH 15
2 Mydukur ndash Badvel section ndash NH 67
3 Puttur - Janappanchatram section - AP SH 4421 amp TN SH 51
4 Belagavi (Belgaum) ndash Sanquelim with a proper Connectivity to NH4A and NH 17
through existing SH ndash KA SH 54 KA SH 31 GA SH 4
5 Balance Portion of Satellite Ring Road of Bangalore (West Side) including connection
to Hosur town amp Feasibility for widening the existing SH between Anekal to Sarjapur
for Passenger traffic bound to Attibele Sarjapur to ensure ring road connectivity for
Bangalore
The Letter of Acceptance was communicated vide NHAI letter NHAIPlanning
EC2016DPRLot 3 Ap Knt Goa ampKLPackage 198598 dated 21042017 The contract
agreement signed on 1152017 vide letter NHAIplanningEC2016DPRLot 3AP Karnataka
Goa ampKL Package 199575 dated 11052017 with immediate commencement date
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 2
The draft alignment report submitted vie dated 10112017 Based on joint site visit and further
discussions held with RONHAIBangalore and PDBangalore some modifications made The
current submission is Final Alignment Report for STRR Bangalore the alignment declared
declared NH 948A
11 Original STRR alignment
In order to ensure safe smooth efficient and high speed transport corridor to Bangalore city
it is impetus that the infrastructure of city and adjoining towns anticipated the development
National Highways NH 648 (NH 207) NH 48 (NH 4) NH 275 NH 948 NH 209 amp NH 75 (Hassan
road) and majority of State Highways SH 3 SH 85 amp SH 35 pass through Bangalore city
comprising heavy commercial traffic movement Most of these traffic are not intend to pass
through the Bangalore city These traffic further aggravate the scenario in the city roads and
resulting huge traffic jams
The Government of Karnataka took steps to improve and augment network within and
neighboring area of the city to match with its phase of development Bangalore Metropolitan
Regional Development Authority (BMRDA) had planned the following network of roads
consisting the length of 367km to match these requirements
Satellite Towns Ring Road (STRR) ndash 204km
Individual Town ring Roads (ITRR) ndash 163km
The total length of STRR (204km) is exclude the stretch passing within the ITRR except for
Neelmangala town The STRR connects the important towns namely Dobbaspet
Doddaballapura Devanahalli Sulibele Hoskote Sarjapura Attibele Anekal Tattekere
Kanakapura Ramanagara and Magadi
BMRDA assigned Ms SECON for the consultancy services to undertake the topographical amp
Cadastral surveys finalize the proposed alignment and to prepare the land acquisition report
in year 2006 Subsequently the same agency was engaged to carry out the consultancy for
Techno ndashEconomic Feasibility Report in 2007The notification for land acquisition for STRR amp
ITRR issued on 12092007 and the project report approved by BMRDA on 10062008 The
proposed STRR alignment has declared as State Highway (special) -2 as per the provisions of
Karnataka Highways Act 1964 and the SE PWD Bangalore circle nominated as lsquoThe Highway
Authorityrsquo Land acquisition processes initiated vide notification NO4017-07-08 dated
19102007
The original corridor proposed with 90m right-of-way consists of divided 4lanes carriageways
with depressed median of 2050m with service roads (7m) on both sides Provision of high
speed rail corridor of 15m on one side throughout also made In addition to this utility corridor
of 5m and bus lay-bye of 4m also considered on both sides The corridor of 90m also frozen by
the state government Ring roads was also proposed to be developed individually for 8 major
towns namely Anekal Kanakapura Ramanagara Magadi Neelmangala Doddaballapura
Devanahalli amp Hoskote to act as bypass for these towns However the project shelved due to
paucity of funds with the State government
The original alignment as think of by Karnataka State government and obtained from Ms SECON through NHAI enclosed in Fig 1
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 3
Fig 1 Original STRR Alignment as think of by Karnataka State Government
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 4
However the earlier proposed alignment by the Karnataka state government passes through
some of built up stretches tanks including religious structures burial grounds etc Also during
the course of time some new activities also come up Therefore it was indispensable to further
study the alignment and update considering the current scenario along the original proposed
alignment Accordingly modifications are propose to ensure minimal social Impact and to serve
the alignment to wider spectrum of inhabitants in that region The details given below
111 Modifications proposed
1 The original alignment passes through the Dobbaspet town connecting NH 4 on
Bangalore side This extended further on Doddaballapura side towards NH 207 to
ensure avoidance of Dobbaspet town local traffic
2 The original alignment (in the cross point of Hassan road) passes through thickly built
up area in Gudermaranahalli from km 14000 to km 22000 This stretch consists of
residential school and religious structures
3 The earlier alignment passes through thickly built up area from km 22000 to km 25600
in HarthiRenganahalli
4 The original alignment passes through Savanadurga Forest area from km 34700 to km
41700 This forest also has wildlife
5 The original alignment pass through Siddadevarabetta Forest area from km 43000 to
km 46700
6 The original alignment passes through Ramadevarabetta forest area from km 57700 to
km 58300 near NH 275 crossing in Ramanagara
112 Value addition proposed
Further the alignment made value additions by connecting some cross roads and considering
the current and future proposals in that location as per below details
1 The starting point of the STRR extended to connect NH 207 (near km 131200) with a
bypass provision in Dobbaspet town on Pune side to ensure uninterrupted traffic flow
contrary to the earlier proposed location pass through the mid of built up area in
Dobbaspet It is relevant to mention that the through traffic contribute from Pune
direction on NH 4 is significant
2 There is Multi Model Logistic Park (MMLP) and proposed KIADB coming up near
Dobbaspet on SH 3 spread at about 250acres of land The Feasibility study also done
for the proposed MMLP project Therefore connection to this park is eminent and
provision made accordingly to these logistic park amp KIADB with proposed STRR
3 NHAI is currently developing bypasses to Kankapura and Ramanagara towns under
different programs to ease traffic congestion on NH 209 and NH 275 respectively Thus
in order to ensure seamless traffic flow through these proposed bypasses it is
necessary to integrate with proposed STRR at these locations
4 Hosur is an automobile industry town located in the vicinity of about 7km away from
Karnataka state border This city generates huge amount of through traffic and
currently experiencing massive traffic congestion It observed that the proposed STRR
would further deteriorate the Hosur traffic Therefore consideration of STRR taking
along this town necessitated
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 5
The modification proposed to original alignment of Karnataka state portion tabulated as below
Table 1 Modified proposed Original alignment of Karnataka
S No
STRR Original alignment (km)
as received
Modified STRR Alignment (km)
Re-Alignment Side wrt Original STRR
Alignment
Reason for change
From To Length
(km) From To
Length (km)
1 000 650 650 000 1750 1750 Right
To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in
Dobaspette
2 650 1400 750 1750 2500 750 No change in original alignment
3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond
4 2200 2560 360 3340 3700 360 Left To avoid Builtup area
5 2560 3470 910 3700 4600 900 No change in original alignment
6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest
7 4170 4300 130 5270 5400 130 No change in original alignment
8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta
Reserve Forest
9 4670 5100 430 5800 6220 420 No change in original alignment
10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta
Vulture Sanctuary (Ramanagara)
11 6800 7400 600 8080 8675 595 No change in original alignment
12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill
cutting (Kanakpura)
13 9900 11500 1600 10600 12185 1585 No change in original alignment
14 11500 End - 12185 17963 5778
Due to inclusion of Ring Road of Hosur town Automobile Hub of
Tamil Nadu and Connecting with proposed KITCO alignment
12 Connection to Hosur city
It was also envisage connecting the Hosur city with the proposed STRR alignment as per the
meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the
proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an
automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward
further south in a methodical manner It also further enables a connectivity for Hosur to the
proposed Bangalore - Chennai Expressway
The proposed alignment also discussed with District Commissioner Krishnagiri and with
various stake holders district level officers and NHAI Four options proposed and all options
discussed with its merits and demerits The details given in Fig 2
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 6
Fig 2 STRR proposal connect Hosur city with four options
The comparative statements of all options of proposed Hosur bypass alignment are as below
Table 2 Comparative Statement of Proposed Alignment
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
1 Starting 139000 139000 139000 139000
2 Ending 190000 190000 190000 190000
3 Route
Alignment side
After Hosur airport amp
away from Kelavarapalli reservoir area
Before Hosur airport amp away from
Kelavarapalli reservoir area
After Hosur airport amp Close to
Kelavarapalli reservoir area
Before Hosur airport amp Close to
Kelavarapalli reservoir area
4 Length of
Bypass (km) 60 59 63
59
5
Length of existing
alignment bypassed
(km)
nil
nil
nil
nil
6 Built-up
stretch (km) nil
nil
nil
nil
7 Terrain Plain Plain Plain Plain
8 Speed 100 kmh 100 kmh 100 kmh 100 kmh
9 Geometries Geometry is good
supports 100 Geometry is good supports 100 kmh
Geometry is good supports
Geometry is good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 7
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
kmh speed Good sight distance with
curves widely spaced
speed Good sight distance with curves widely
spaced
100 kmh speed Good sight distance with curves
widely spaced
100 kmh speed Good sight
distance with curves widely
spaced
10 Intersection
developments 7 7 7
7
11
Existing Land use pattern
through proposed alignment
Agricultural Land and barren land
Agricultural Land and barren land
Agricultural Land and
barren land
Agricultural Land and barren land
12 Major Bridge 2 2 2 2
13 Minor Bridge 3 3 2 2
14 Approximate Culverts (no)
120 120 130
120
15 ROB 1 1 1 1
16 Interchange 7 7 7 7
17 VUP nil nil nil nil
18 PUP nil nil nil nil
19 Proposed
ROW 90 90 90
90
20 Existing ROW 0 0 0 0
21 No of affected Settlements
nil
nil
nil
nil
22
Alignment passes through villages
Agasa Timanahalli Patnagere
Gollahalli Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Singasandra
KomaranapalliPoonahalli Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Patnagere Gollahalli
Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli Nandi
maglam Baglur
Kaganur Sarjapura
Agasa Timanahalli Singasandra
Komaranapalli Poonahalli Achettipalli
Kothur Peranadapalli Nandimaglam
Baglur Kaganur Sarjapur
23 Social Impact Not significant Not significant Not significant Not significant
24 Environmental
Impact Not significant Not significant Not significant Not significant
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 8
The merits and demerits for the Hosur alignment inclusion in STRR are as follow
Merits
Enabling new spatial distribution of business housing in Hosur city
Improved road geometry will ensure enhanced traffic safety and reduction in road
accident rate
Major cross roads intersections will provisioned with free flow interchanges and will
catalyzed development of Industrial sited located near to this places
Will remove through truck traffic from cityrsquos main artery
More local traffic may get encouraged to use a route previously avoided due to heavy
truck traffic
Proactive planning by local authorities will further catalyze industrial development
Will benefits the town in revenues real estate and job opportunities
Demerit
The overall alignment length will increase and result higher land acquisition and
construction costs
Based on facts presented the district administration recommended and approved Option 4
(ABGCDJEF) for consideration
13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu
Karnataka
The original alignment validated with current developments in that region and the updated
alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI
vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from
Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the
modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG
(EXP)530 dated 09102017
The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed
the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp
KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed
The approval letters obtained from the government of Karnataka and the approved alignment
are given in Fig 3 amp Fig 4
Tamil Nadu
The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2
dated 24012018 The approval letters obtained from government of Tamil Nadu with approved
alignments given in Fig 5 amp Fig 6
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 9
Fig 3 Concurrence obtained for alignment from Karnataka state
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 10
Fig 4 Concurrence obtained for alignment from Karnataka state
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 11
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 12
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 13
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
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Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
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Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
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Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
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Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
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Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
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Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
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Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
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Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
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Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 1
ALIGNMENT REPORT
10 GENERAL
The Ministry of Road Transport and Highways (MORTH) Government of India has proposed
ldquoBharat Mala Pariyojanardquo an Umbrella scheme of road development project through National
Highways Authority of India (NHAI) National Highway and Industrial Development Corporation
(NHIDC) and state Public Works Departments (PWD) at an estimated cost of INR
535000crores This is the second largest highways construction project in the country after
NHDP in that almost 50000 km of roads targeted across the country This project aim to
improve connectivity particularly on economic corridors border areas and to remote areas with
an aim of rapid and safe movement of cargo to boost exports International trade considered
as a key aspect in this scheme and northeastern states have given special focus The project
cleared by the Union Cabinet on October 25 2017
The ambitious project expected to create nearly 100million man days of jobs during the
construction and subsequently to about 22million jobs of the increased economic activity across
the country The construction will carried out through many means including debt funds
budgetary allocation private investment toll operator transfer etc The total length of around
34800km considered in phase 1 including
Economic corridors of around 9000km
Inter-corridor and feeder routes of around 6000km
National Corridors Efficiency Program of about 5000 km roads
Border and international connectivity roads of around 2000 km
Coastal and port connectivity roads of around 2000 km
Expressways of around 800 km
NHDP roads of 10000km
In pursuance of the above program NHAI appointed Ms Louis Berger Consulting Private
Limited New Delhi as Consultants to carry out the Consultancy Services for preparation of DPR
for development of Economic Corridors Inner corridors feeder Routes and Costal Roads to
improve the efficiency of fright movement in India - Lot 3Andhra Pradesh Karnataka Goa amp
Kerala Package 1 The project consists the following stretches of roads finalized as per final
Inception Report
1 Aurad ndash Bidar section - KA SH 15
2 Mydukur ndash Badvel section ndash NH 67
3 Puttur - Janappanchatram section - AP SH 4421 amp TN SH 51
4 Belagavi (Belgaum) ndash Sanquelim with a proper Connectivity to NH4A and NH 17
through existing SH ndash KA SH 54 KA SH 31 GA SH 4
5 Balance Portion of Satellite Ring Road of Bangalore (West Side) including connection
to Hosur town amp Feasibility for widening the existing SH between Anekal to Sarjapur
for Passenger traffic bound to Attibele Sarjapur to ensure ring road connectivity for
Bangalore
The Letter of Acceptance was communicated vide NHAI letter NHAIPlanning
EC2016DPRLot 3 Ap Knt Goa ampKLPackage 198598 dated 21042017 The contract
agreement signed on 1152017 vide letter NHAIplanningEC2016DPRLot 3AP Karnataka
Goa ampKL Package 199575 dated 11052017 with immediate commencement date
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 2
The draft alignment report submitted vie dated 10112017 Based on joint site visit and further
discussions held with RONHAIBangalore and PDBangalore some modifications made The
current submission is Final Alignment Report for STRR Bangalore the alignment declared
declared NH 948A
11 Original STRR alignment
In order to ensure safe smooth efficient and high speed transport corridor to Bangalore city
it is impetus that the infrastructure of city and adjoining towns anticipated the development
National Highways NH 648 (NH 207) NH 48 (NH 4) NH 275 NH 948 NH 209 amp NH 75 (Hassan
road) and majority of State Highways SH 3 SH 85 amp SH 35 pass through Bangalore city
comprising heavy commercial traffic movement Most of these traffic are not intend to pass
through the Bangalore city These traffic further aggravate the scenario in the city roads and
resulting huge traffic jams
The Government of Karnataka took steps to improve and augment network within and
neighboring area of the city to match with its phase of development Bangalore Metropolitan
Regional Development Authority (BMRDA) had planned the following network of roads
consisting the length of 367km to match these requirements
Satellite Towns Ring Road (STRR) ndash 204km
Individual Town ring Roads (ITRR) ndash 163km
The total length of STRR (204km) is exclude the stretch passing within the ITRR except for
Neelmangala town The STRR connects the important towns namely Dobbaspet
Doddaballapura Devanahalli Sulibele Hoskote Sarjapura Attibele Anekal Tattekere
Kanakapura Ramanagara and Magadi
BMRDA assigned Ms SECON for the consultancy services to undertake the topographical amp
Cadastral surveys finalize the proposed alignment and to prepare the land acquisition report
in year 2006 Subsequently the same agency was engaged to carry out the consultancy for
Techno ndashEconomic Feasibility Report in 2007The notification for land acquisition for STRR amp
ITRR issued on 12092007 and the project report approved by BMRDA on 10062008 The
proposed STRR alignment has declared as State Highway (special) -2 as per the provisions of
Karnataka Highways Act 1964 and the SE PWD Bangalore circle nominated as lsquoThe Highway
Authorityrsquo Land acquisition processes initiated vide notification NO4017-07-08 dated
19102007
The original corridor proposed with 90m right-of-way consists of divided 4lanes carriageways
with depressed median of 2050m with service roads (7m) on both sides Provision of high
speed rail corridor of 15m on one side throughout also made In addition to this utility corridor
of 5m and bus lay-bye of 4m also considered on both sides The corridor of 90m also frozen by
the state government Ring roads was also proposed to be developed individually for 8 major
towns namely Anekal Kanakapura Ramanagara Magadi Neelmangala Doddaballapura
Devanahalli amp Hoskote to act as bypass for these towns However the project shelved due to
paucity of funds with the State government
The original alignment as think of by Karnataka State government and obtained from Ms SECON through NHAI enclosed in Fig 1
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 3
Fig 1 Original STRR Alignment as think of by Karnataka State Government
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Final Alignment Report 4
However the earlier proposed alignment by the Karnataka state government passes through
some of built up stretches tanks including religious structures burial grounds etc Also during
the course of time some new activities also come up Therefore it was indispensable to further
study the alignment and update considering the current scenario along the original proposed
alignment Accordingly modifications are propose to ensure minimal social Impact and to serve
the alignment to wider spectrum of inhabitants in that region The details given below
111 Modifications proposed
1 The original alignment passes through the Dobbaspet town connecting NH 4 on
Bangalore side This extended further on Doddaballapura side towards NH 207 to
ensure avoidance of Dobbaspet town local traffic
2 The original alignment (in the cross point of Hassan road) passes through thickly built
up area in Gudermaranahalli from km 14000 to km 22000 This stretch consists of
residential school and religious structures
3 The earlier alignment passes through thickly built up area from km 22000 to km 25600
in HarthiRenganahalli
4 The original alignment passes through Savanadurga Forest area from km 34700 to km
41700 This forest also has wildlife
5 The original alignment pass through Siddadevarabetta Forest area from km 43000 to
km 46700
6 The original alignment passes through Ramadevarabetta forest area from km 57700 to
km 58300 near NH 275 crossing in Ramanagara
112 Value addition proposed
Further the alignment made value additions by connecting some cross roads and considering
the current and future proposals in that location as per below details
1 The starting point of the STRR extended to connect NH 207 (near km 131200) with a
bypass provision in Dobbaspet town on Pune side to ensure uninterrupted traffic flow
contrary to the earlier proposed location pass through the mid of built up area in
Dobbaspet It is relevant to mention that the through traffic contribute from Pune
direction on NH 4 is significant
2 There is Multi Model Logistic Park (MMLP) and proposed KIADB coming up near
Dobbaspet on SH 3 spread at about 250acres of land The Feasibility study also done
for the proposed MMLP project Therefore connection to this park is eminent and
provision made accordingly to these logistic park amp KIADB with proposed STRR
3 NHAI is currently developing bypasses to Kankapura and Ramanagara towns under
different programs to ease traffic congestion on NH 209 and NH 275 respectively Thus
in order to ensure seamless traffic flow through these proposed bypasses it is
necessary to integrate with proposed STRR at these locations
4 Hosur is an automobile industry town located in the vicinity of about 7km away from
Karnataka state border This city generates huge amount of through traffic and
currently experiencing massive traffic congestion It observed that the proposed STRR
would further deteriorate the Hosur traffic Therefore consideration of STRR taking
along this town necessitated
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 5
The modification proposed to original alignment of Karnataka state portion tabulated as below
Table 1 Modified proposed Original alignment of Karnataka
S No
STRR Original alignment (km)
as received
Modified STRR Alignment (km)
Re-Alignment Side wrt Original STRR
Alignment
Reason for change
From To Length
(km) From To
Length (km)
1 000 650 650 000 1750 1750 Right
To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in
Dobaspette
2 650 1400 750 1750 2500 750 No change in original alignment
3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond
4 2200 2560 360 3340 3700 360 Left To avoid Builtup area
5 2560 3470 910 3700 4600 900 No change in original alignment
6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest
7 4170 4300 130 5270 5400 130 No change in original alignment
8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta
Reserve Forest
9 4670 5100 430 5800 6220 420 No change in original alignment
10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta
Vulture Sanctuary (Ramanagara)
11 6800 7400 600 8080 8675 595 No change in original alignment
12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill
cutting (Kanakpura)
13 9900 11500 1600 10600 12185 1585 No change in original alignment
14 11500 End - 12185 17963 5778
Due to inclusion of Ring Road of Hosur town Automobile Hub of
Tamil Nadu and Connecting with proposed KITCO alignment
12 Connection to Hosur city
It was also envisage connecting the Hosur city with the proposed STRR alignment as per the
meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the
proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an
automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward
further south in a methodical manner It also further enables a connectivity for Hosur to the
proposed Bangalore - Chennai Expressway
The proposed alignment also discussed with District Commissioner Krishnagiri and with
various stake holders district level officers and NHAI Four options proposed and all options
discussed with its merits and demerits The details given in Fig 2
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 6
Fig 2 STRR proposal connect Hosur city with four options
The comparative statements of all options of proposed Hosur bypass alignment are as below
Table 2 Comparative Statement of Proposed Alignment
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
1 Starting 139000 139000 139000 139000
2 Ending 190000 190000 190000 190000
3 Route
Alignment side
After Hosur airport amp
away from Kelavarapalli reservoir area
Before Hosur airport amp away from
Kelavarapalli reservoir area
After Hosur airport amp Close to
Kelavarapalli reservoir area
Before Hosur airport amp Close to
Kelavarapalli reservoir area
4 Length of
Bypass (km) 60 59 63
59
5
Length of existing
alignment bypassed
(km)
nil
nil
nil
nil
6 Built-up
stretch (km) nil
nil
nil
nil
7 Terrain Plain Plain Plain Plain
8 Speed 100 kmh 100 kmh 100 kmh 100 kmh
9 Geometries Geometry is good
supports 100 Geometry is good supports 100 kmh
Geometry is good supports
Geometry is good supports
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Final Alignment Report 7
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
kmh speed Good sight distance with
curves widely spaced
speed Good sight distance with curves widely
spaced
100 kmh speed Good sight distance with curves
widely spaced
100 kmh speed Good sight
distance with curves widely
spaced
10 Intersection
developments 7 7 7
7
11
Existing Land use pattern
through proposed alignment
Agricultural Land and barren land
Agricultural Land and barren land
Agricultural Land and
barren land
Agricultural Land and barren land
12 Major Bridge 2 2 2 2
13 Minor Bridge 3 3 2 2
14 Approximate Culverts (no)
120 120 130
120
15 ROB 1 1 1 1
16 Interchange 7 7 7 7
17 VUP nil nil nil nil
18 PUP nil nil nil nil
19 Proposed
ROW 90 90 90
90
20 Existing ROW 0 0 0 0
21 No of affected Settlements
nil
nil
nil
nil
22
Alignment passes through villages
Agasa Timanahalli Patnagere
Gollahalli Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Singasandra
KomaranapalliPoonahalli Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Patnagere Gollahalli
Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli Nandi
maglam Baglur
Kaganur Sarjapura
Agasa Timanahalli Singasandra
Komaranapalli Poonahalli Achettipalli
Kothur Peranadapalli Nandimaglam
Baglur Kaganur Sarjapur
23 Social Impact Not significant Not significant Not significant Not significant
24 Environmental
Impact Not significant Not significant Not significant Not significant
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Final Alignment Report 8
The merits and demerits for the Hosur alignment inclusion in STRR are as follow
Merits
Enabling new spatial distribution of business housing in Hosur city
Improved road geometry will ensure enhanced traffic safety and reduction in road
accident rate
Major cross roads intersections will provisioned with free flow interchanges and will
catalyzed development of Industrial sited located near to this places
Will remove through truck traffic from cityrsquos main artery
More local traffic may get encouraged to use a route previously avoided due to heavy
truck traffic
Proactive planning by local authorities will further catalyze industrial development
Will benefits the town in revenues real estate and job opportunities
Demerit
The overall alignment length will increase and result higher land acquisition and
construction costs
Based on facts presented the district administration recommended and approved Option 4
(ABGCDJEF) for consideration
13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu
Karnataka
The original alignment validated with current developments in that region and the updated
alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI
vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from
Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the
modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG
(EXP)530 dated 09102017
The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed
the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp
KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed
The approval letters obtained from the government of Karnataka and the approved alignment
are given in Fig 3 amp Fig 4
Tamil Nadu
The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2
dated 24012018 The approval letters obtained from government of Tamil Nadu with approved
alignments given in Fig 5 amp Fig 6
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 9
Fig 3 Concurrence obtained for alignment from Karnataka state
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Final Alignment Report 10
Fig 4 Concurrence obtained for alignment from Karnataka state
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Final Alignment Report 11
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 12
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 13
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
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Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
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Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
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Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
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Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 2
The draft alignment report submitted vie dated 10112017 Based on joint site visit and further
discussions held with RONHAIBangalore and PDBangalore some modifications made The
current submission is Final Alignment Report for STRR Bangalore the alignment declared
declared NH 948A
11 Original STRR alignment
In order to ensure safe smooth efficient and high speed transport corridor to Bangalore city
it is impetus that the infrastructure of city and adjoining towns anticipated the development
National Highways NH 648 (NH 207) NH 48 (NH 4) NH 275 NH 948 NH 209 amp NH 75 (Hassan
road) and majority of State Highways SH 3 SH 85 amp SH 35 pass through Bangalore city
comprising heavy commercial traffic movement Most of these traffic are not intend to pass
through the Bangalore city These traffic further aggravate the scenario in the city roads and
resulting huge traffic jams
The Government of Karnataka took steps to improve and augment network within and
neighboring area of the city to match with its phase of development Bangalore Metropolitan
Regional Development Authority (BMRDA) had planned the following network of roads
consisting the length of 367km to match these requirements
Satellite Towns Ring Road (STRR) ndash 204km
Individual Town ring Roads (ITRR) ndash 163km
The total length of STRR (204km) is exclude the stretch passing within the ITRR except for
Neelmangala town The STRR connects the important towns namely Dobbaspet
Doddaballapura Devanahalli Sulibele Hoskote Sarjapura Attibele Anekal Tattekere
Kanakapura Ramanagara and Magadi
BMRDA assigned Ms SECON for the consultancy services to undertake the topographical amp
Cadastral surveys finalize the proposed alignment and to prepare the land acquisition report
in year 2006 Subsequently the same agency was engaged to carry out the consultancy for
Techno ndashEconomic Feasibility Report in 2007The notification for land acquisition for STRR amp
ITRR issued on 12092007 and the project report approved by BMRDA on 10062008 The
proposed STRR alignment has declared as State Highway (special) -2 as per the provisions of
Karnataka Highways Act 1964 and the SE PWD Bangalore circle nominated as lsquoThe Highway
Authorityrsquo Land acquisition processes initiated vide notification NO4017-07-08 dated
19102007
The original corridor proposed with 90m right-of-way consists of divided 4lanes carriageways
with depressed median of 2050m with service roads (7m) on both sides Provision of high
speed rail corridor of 15m on one side throughout also made In addition to this utility corridor
of 5m and bus lay-bye of 4m also considered on both sides The corridor of 90m also frozen by
the state government Ring roads was also proposed to be developed individually for 8 major
towns namely Anekal Kanakapura Ramanagara Magadi Neelmangala Doddaballapura
Devanahalli amp Hoskote to act as bypass for these towns However the project shelved due to
paucity of funds with the State government
The original alignment as think of by Karnataka State government and obtained from Ms SECON through NHAI enclosed in Fig 1
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 3
Fig 1 Original STRR Alignment as think of by Karnataka State Government
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 4
However the earlier proposed alignment by the Karnataka state government passes through
some of built up stretches tanks including religious structures burial grounds etc Also during
the course of time some new activities also come up Therefore it was indispensable to further
study the alignment and update considering the current scenario along the original proposed
alignment Accordingly modifications are propose to ensure minimal social Impact and to serve
the alignment to wider spectrum of inhabitants in that region The details given below
111 Modifications proposed
1 The original alignment passes through the Dobbaspet town connecting NH 4 on
Bangalore side This extended further on Doddaballapura side towards NH 207 to
ensure avoidance of Dobbaspet town local traffic
2 The original alignment (in the cross point of Hassan road) passes through thickly built
up area in Gudermaranahalli from km 14000 to km 22000 This stretch consists of
residential school and religious structures
3 The earlier alignment passes through thickly built up area from km 22000 to km 25600
in HarthiRenganahalli
4 The original alignment passes through Savanadurga Forest area from km 34700 to km
41700 This forest also has wildlife
5 The original alignment pass through Siddadevarabetta Forest area from km 43000 to
km 46700
6 The original alignment passes through Ramadevarabetta forest area from km 57700 to
km 58300 near NH 275 crossing in Ramanagara
112 Value addition proposed
Further the alignment made value additions by connecting some cross roads and considering
the current and future proposals in that location as per below details
1 The starting point of the STRR extended to connect NH 207 (near km 131200) with a
bypass provision in Dobbaspet town on Pune side to ensure uninterrupted traffic flow
contrary to the earlier proposed location pass through the mid of built up area in
Dobbaspet It is relevant to mention that the through traffic contribute from Pune
direction on NH 4 is significant
2 There is Multi Model Logistic Park (MMLP) and proposed KIADB coming up near
Dobbaspet on SH 3 spread at about 250acres of land The Feasibility study also done
for the proposed MMLP project Therefore connection to this park is eminent and
provision made accordingly to these logistic park amp KIADB with proposed STRR
3 NHAI is currently developing bypasses to Kankapura and Ramanagara towns under
different programs to ease traffic congestion on NH 209 and NH 275 respectively Thus
in order to ensure seamless traffic flow through these proposed bypasses it is
necessary to integrate with proposed STRR at these locations
4 Hosur is an automobile industry town located in the vicinity of about 7km away from
Karnataka state border This city generates huge amount of through traffic and
currently experiencing massive traffic congestion It observed that the proposed STRR
would further deteriorate the Hosur traffic Therefore consideration of STRR taking
along this town necessitated
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 5
The modification proposed to original alignment of Karnataka state portion tabulated as below
Table 1 Modified proposed Original alignment of Karnataka
S No
STRR Original alignment (km)
as received
Modified STRR Alignment (km)
Re-Alignment Side wrt Original STRR
Alignment
Reason for change
From To Length
(km) From To
Length (km)
1 000 650 650 000 1750 1750 Right
To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in
Dobaspette
2 650 1400 750 1750 2500 750 No change in original alignment
3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond
4 2200 2560 360 3340 3700 360 Left To avoid Builtup area
5 2560 3470 910 3700 4600 900 No change in original alignment
6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest
7 4170 4300 130 5270 5400 130 No change in original alignment
8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta
Reserve Forest
9 4670 5100 430 5800 6220 420 No change in original alignment
10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta
Vulture Sanctuary (Ramanagara)
11 6800 7400 600 8080 8675 595 No change in original alignment
12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill
cutting (Kanakpura)
13 9900 11500 1600 10600 12185 1585 No change in original alignment
14 11500 End - 12185 17963 5778
Due to inclusion of Ring Road of Hosur town Automobile Hub of
Tamil Nadu and Connecting with proposed KITCO alignment
12 Connection to Hosur city
It was also envisage connecting the Hosur city with the proposed STRR alignment as per the
meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the
proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an
automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward
further south in a methodical manner It also further enables a connectivity for Hosur to the
proposed Bangalore - Chennai Expressway
The proposed alignment also discussed with District Commissioner Krishnagiri and with
various stake holders district level officers and NHAI Four options proposed and all options
discussed with its merits and demerits The details given in Fig 2
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 6
Fig 2 STRR proposal connect Hosur city with four options
The comparative statements of all options of proposed Hosur bypass alignment are as below
Table 2 Comparative Statement of Proposed Alignment
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
1 Starting 139000 139000 139000 139000
2 Ending 190000 190000 190000 190000
3 Route
Alignment side
After Hosur airport amp
away from Kelavarapalli reservoir area
Before Hosur airport amp away from
Kelavarapalli reservoir area
After Hosur airport amp Close to
Kelavarapalli reservoir area
Before Hosur airport amp Close to
Kelavarapalli reservoir area
4 Length of
Bypass (km) 60 59 63
59
5
Length of existing
alignment bypassed
(km)
nil
nil
nil
nil
6 Built-up
stretch (km) nil
nil
nil
nil
7 Terrain Plain Plain Plain Plain
8 Speed 100 kmh 100 kmh 100 kmh 100 kmh
9 Geometries Geometry is good
supports 100 Geometry is good supports 100 kmh
Geometry is good supports
Geometry is good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 7
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
kmh speed Good sight distance with
curves widely spaced
speed Good sight distance with curves widely
spaced
100 kmh speed Good sight distance with curves
widely spaced
100 kmh speed Good sight
distance with curves widely
spaced
10 Intersection
developments 7 7 7
7
11
Existing Land use pattern
through proposed alignment
Agricultural Land and barren land
Agricultural Land and barren land
Agricultural Land and
barren land
Agricultural Land and barren land
12 Major Bridge 2 2 2 2
13 Minor Bridge 3 3 2 2
14 Approximate Culverts (no)
120 120 130
120
15 ROB 1 1 1 1
16 Interchange 7 7 7 7
17 VUP nil nil nil nil
18 PUP nil nil nil nil
19 Proposed
ROW 90 90 90
90
20 Existing ROW 0 0 0 0
21 No of affected Settlements
nil
nil
nil
nil
22
Alignment passes through villages
Agasa Timanahalli Patnagere
Gollahalli Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Singasandra
KomaranapalliPoonahalli Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Patnagere Gollahalli
Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli Nandi
maglam Baglur
Kaganur Sarjapura
Agasa Timanahalli Singasandra
Komaranapalli Poonahalli Achettipalli
Kothur Peranadapalli Nandimaglam
Baglur Kaganur Sarjapur
23 Social Impact Not significant Not significant Not significant Not significant
24 Environmental
Impact Not significant Not significant Not significant Not significant
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 8
The merits and demerits for the Hosur alignment inclusion in STRR are as follow
Merits
Enabling new spatial distribution of business housing in Hosur city
Improved road geometry will ensure enhanced traffic safety and reduction in road
accident rate
Major cross roads intersections will provisioned with free flow interchanges and will
catalyzed development of Industrial sited located near to this places
Will remove through truck traffic from cityrsquos main artery
More local traffic may get encouraged to use a route previously avoided due to heavy
truck traffic
Proactive planning by local authorities will further catalyze industrial development
Will benefits the town in revenues real estate and job opportunities
Demerit
The overall alignment length will increase and result higher land acquisition and
construction costs
Based on facts presented the district administration recommended and approved Option 4
(ABGCDJEF) for consideration
13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu
Karnataka
The original alignment validated with current developments in that region and the updated
alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI
vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from
Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the
modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG
(EXP)530 dated 09102017
The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed
the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp
KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed
The approval letters obtained from the government of Karnataka and the approved alignment
are given in Fig 3 amp Fig 4
Tamil Nadu
The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2
dated 24012018 The approval letters obtained from government of Tamil Nadu with approved
alignments given in Fig 5 amp Fig 6
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 9
Fig 3 Concurrence obtained for alignment from Karnataka state
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 10
Fig 4 Concurrence obtained for alignment from Karnataka state
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 11
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 12
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 13
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
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Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
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Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
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Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
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Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
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Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
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Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
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Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
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Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
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Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
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Fig 8 Proposed Typical Cross Section of Road
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18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 3
Fig 1 Original STRR Alignment as think of by Karnataka State Government
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 4
However the earlier proposed alignment by the Karnataka state government passes through
some of built up stretches tanks including religious structures burial grounds etc Also during
the course of time some new activities also come up Therefore it was indispensable to further
study the alignment and update considering the current scenario along the original proposed
alignment Accordingly modifications are propose to ensure minimal social Impact and to serve
the alignment to wider spectrum of inhabitants in that region The details given below
111 Modifications proposed
1 The original alignment passes through the Dobbaspet town connecting NH 4 on
Bangalore side This extended further on Doddaballapura side towards NH 207 to
ensure avoidance of Dobbaspet town local traffic
2 The original alignment (in the cross point of Hassan road) passes through thickly built
up area in Gudermaranahalli from km 14000 to km 22000 This stretch consists of
residential school and religious structures
3 The earlier alignment passes through thickly built up area from km 22000 to km 25600
in HarthiRenganahalli
4 The original alignment passes through Savanadurga Forest area from km 34700 to km
41700 This forest also has wildlife
5 The original alignment pass through Siddadevarabetta Forest area from km 43000 to
km 46700
6 The original alignment passes through Ramadevarabetta forest area from km 57700 to
km 58300 near NH 275 crossing in Ramanagara
112 Value addition proposed
Further the alignment made value additions by connecting some cross roads and considering
the current and future proposals in that location as per below details
1 The starting point of the STRR extended to connect NH 207 (near km 131200) with a
bypass provision in Dobbaspet town on Pune side to ensure uninterrupted traffic flow
contrary to the earlier proposed location pass through the mid of built up area in
Dobbaspet It is relevant to mention that the through traffic contribute from Pune
direction on NH 4 is significant
2 There is Multi Model Logistic Park (MMLP) and proposed KIADB coming up near
Dobbaspet on SH 3 spread at about 250acres of land The Feasibility study also done
for the proposed MMLP project Therefore connection to this park is eminent and
provision made accordingly to these logistic park amp KIADB with proposed STRR
3 NHAI is currently developing bypasses to Kankapura and Ramanagara towns under
different programs to ease traffic congestion on NH 209 and NH 275 respectively Thus
in order to ensure seamless traffic flow through these proposed bypasses it is
necessary to integrate with proposed STRR at these locations
4 Hosur is an automobile industry town located in the vicinity of about 7km away from
Karnataka state border This city generates huge amount of through traffic and
currently experiencing massive traffic congestion It observed that the proposed STRR
would further deteriorate the Hosur traffic Therefore consideration of STRR taking
along this town necessitated
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 5
The modification proposed to original alignment of Karnataka state portion tabulated as below
Table 1 Modified proposed Original alignment of Karnataka
S No
STRR Original alignment (km)
as received
Modified STRR Alignment (km)
Re-Alignment Side wrt Original STRR
Alignment
Reason for change
From To Length
(km) From To
Length (km)
1 000 650 650 000 1750 1750 Right
To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in
Dobaspette
2 650 1400 750 1750 2500 750 No change in original alignment
3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond
4 2200 2560 360 3340 3700 360 Left To avoid Builtup area
5 2560 3470 910 3700 4600 900 No change in original alignment
6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest
7 4170 4300 130 5270 5400 130 No change in original alignment
8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta
Reserve Forest
9 4670 5100 430 5800 6220 420 No change in original alignment
10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta
Vulture Sanctuary (Ramanagara)
11 6800 7400 600 8080 8675 595 No change in original alignment
12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill
cutting (Kanakpura)
13 9900 11500 1600 10600 12185 1585 No change in original alignment
14 11500 End - 12185 17963 5778
Due to inclusion of Ring Road of Hosur town Automobile Hub of
Tamil Nadu and Connecting with proposed KITCO alignment
12 Connection to Hosur city
It was also envisage connecting the Hosur city with the proposed STRR alignment as per the
meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the
proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an
automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward
further south in a methodical manner It also further enables a connectivity for Hosur to the
proposed Bangalore - Chennai Expressway
The proposed alignment also discussed with District Commissioner Krishnagiri and with
various stake holders district level officers and NHAI Four options proposed and all options
discussed with its merits and demerits The details given in Fig 2
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Final Alignment Report 6
Fig 2 STRR proposal connect Hosur city with four options
The comparative statements of all options of proposed Hosur bypass alignment are as below
Table 2 Comparative Statement of Proposed Alignment
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
1 Starting 139000 139000 139000 139000
2 Ending 190000 190000 190000 190000
3 Route
Alignment side
After Hosur airport amp
away from Kelavarapalli reservoir area
Before Hosur airport amp away from
Kelavarapalli reservoir area
After Hosur airport amp Close to
Kelavarapalli reservoir area
Before Hosur airport amp Close to
Kelavarapalli reservoir area
4 Length of
Bypass (km) 60 59 63
59
5
Length of existing
alignment bypassed
(km)
nil
nil
nil
nil
6 Built-up
stretch (km) nil
nil
nil
nil
7 Terrain Plain Plain Plain Plain
8 Speed 100 kmh 100 kmh 100 kmh 100 kmh
9 Geometries Geometry is good
supports 100 Geometry is good supports 100 kmh
Geometry is good supports
Geometry is good supports
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No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
kmh speed Good sight distance with
curves widely spaced
speed Good sight distance with curves widely
spaced
100 kmh speed Good sight distance with curves
widely spaced
100 kmh speed Good sight
distance with curves widely
spaced
10 Intersection
developments 7 7 7
7
11
Existing Land use pattern
through proposed alignment
Agricultural Land and barren land
Agricultural Land and barren land
Agricultural Land and
barren land
Agricultural Land and barren land
12 Major Bridge 2 2 2 2
13 Minor Bridge 3 3 2 2
14 Approximate Culverts (no)
120 120 130
120
15 ROB 1 1 1 1
16 Interchange 7 7 7 7
17 VUP nil nil nil nil
18 PUP nil nil nil nil
19 Proposed
ROW 90 90 90
90
20 Existing ROW 0 0 0 0
21 No of affected Settlements
nil
nil
nil
nil
22
Alignment passes through villages
Agasa Timanahalli Patnagere
Gollahalli Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Singasandra
KomaranapalliPoonahalli Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Patnagere Gollahalli
Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli Nandi
maglam Baglur
Kaganur Sarjapura
Agasa Timanahalli Singasandra
Komaranapalli Poonahalli Achettipalli
Kothur Peranadapalli Nandimaglam
Baglur Kaganur Sarjapur
23 Social Impact Not significant Not significant Not significant Not significant
24 Environmental
Impact Not significant Not significant Not significant Not significant
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Final Alignment Report 8
The merits and demerits for the Hosur alignment inclusion in STRR are as follow
Merits
Enabling new spatial distribution of business housing in Hosur city
Improved road geometry will ensure enhanced traffic safety and reduction in road
accident rate
Major cross roads intersections will provisioned with free flow interchanges and will
catalyzed development of Industrial sited located near to this places
Will remove through truck traffic from cityrsquos main artery
More local traffic may get encouraged to use a route previously avoided due to heavy
truck traffic
Proactive planning by local authorities will further catalyze industrial development
Will benefits the town in revenues real estate and job opportunities
Demerit
The overall alignment length will increase and result higher land acquisition and
construction costs
Based on facts presented the district administration recommended and approved Option 4
(ABGCDJEF) for consideration
13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu
Karnataka
The original alignment validated with current developments in that region and the updated
alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI
vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from
Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the
modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG
(EXP)530 dated 09102017
The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed
the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp
KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed
The approval letters obtained from the government of Karnataka and the approved alignment
are given in Fig 3 amp Fig 4
Tamil Nadu
The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2
dated 24012018 The approval letters obtained from government of Tamil Nadu with approved
alignments given in Fig 5 amp Fig 6
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Final Alignment Report 9
Fig 3 Concurrence obtained for alignment from Karnataka state
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Final Alignment Report 10
Fig 4 Concurrence obtained for alignment from Karnataka state
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Final Alignment Report 11
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 12
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 13
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
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Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
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Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
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Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
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Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
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Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
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Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
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Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
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Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 29
Fig 7 Final Alignment
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 4
However the earlier proposed alignment by the Karnataka state government passes through
some of built up stretches tanks including religious structures burial grounds etc Also during
the course of time some new activities also come up Therefore it was indispensable to further
study the alignment and update considering the current scenario along the original proposed
alignment Accordingly modifications are propose to ensure minimal social Impact and to serve
the alignment to wider spectrum of inhabitants in that region The details given below
111 Modifications proposed
1 The original alignment passes through the Dobbaspet town connecting NH 4 on
Bangalore side This extended further on Doddaballapura side towards NH 207 to
ensure avoidance of Dobbaspet town local traffic
2 The original alignment (in the cross point of Hassan road) passes through thickly built
up area in Gudermaranahalli from km 14000 to km 22000 This stretch consists of
residential school and religious structures
3 The earlier alignment passes through thickly built up area from km 22000 to km 25600
in HarthiRenganahalli
4 The original alignment passes through Savanadurga Forest area from km 34700 to km
41700 This forest also has wildlife
5 The original alignment pass through Siddadevarabetta Forest area from km 43000 to
km 46700
6 The original alignment passes through Ramadevarabetta forest area from km 57700 to
km 58300 near NH 275 crossing in Ramanagara
112 Value addition proposed
Further the alignment made value additions by connecting some cross roads and considering
the current and future proposals in that location as per below details
1 The starting point of the STRR extended to connect NH 207 (near km 131200) with a
bypass provision in Dobbaspet town on Pune side to ensure uninterrupted traffic flow
contrary to the earlier proposed location pass through the mid of built up area in
Dobbaspet It is relevant to mention that the through traffic contribute from Pune
direction on NH 4 is significant
2 There is Multi Model Logistic Park (MMLP) and proposed KIADB coming up near
Dobbaspet on SH 3 spread at about 250acres of land The Feasibility study also done
for the proposed MMLP project Therefore connection to this park is eminent and
provision made accordingly to these logistic park amp KIADB with proposed STRR
3 NHAI is currently developing bypasses to Kankapura and Ramanagara towns under
different programs to ease traffic congestion on NH 209 and NH 275 respectively Thus
in order to ensure seamless traffic flow through these proposed bypasses it is
necessary to integrate with proposed STRR at these locations
4 Hosur is an automobile industry town located in the vicinity of about 7km away from
Karnataka state border This city generates huge amount of through traffic and
currently experiencing massive traffic congestion It observed that the proposed STRR
would further deteriorate the Hosur traffic Therefore consideration of STRR taking
along this town necessitated
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 5
The modification proposed to original alignment of Karnataka state portion tabulated as below
Table 1 Modified proposed Original alignment of Karnataka
S No
STRR Original alignment (km)
as received
Modified STRR Alignment (km)
Re-Alignment Side wrt Original STRR
Alignment
Reason for change
From To Length
(km) From To
Length (km)
1 000 650 650 000 1750 1750 Right
To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in
Dobaspette
2 650 1400 750 1750 2500 750 No change in original alignment
3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond
4 2200 2560 360 3340 3700 360 Left To avoid Builtup area
5 2560 3470 910 3700 4600 900 No change in original alignment
6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest
7 4170 4300 130 5270 5400 130 No change in original alignment
8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta
Reserve Forest
9 4670 5100 430 5800 6220 420 No change in original alignment
10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta
Vulture Sanctuary (Ramanagara)
11 6800 7400 600 8080 8675 595 No change in original alignment
12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill
cutting (Kanakpura)
13 9900 11500 1600 10600 12185 1585 No change in original alignment
14 11500 End - 12185 17963 5778
Due to inclusion of Ring Road of Hosur town Automobile Hub of
Tamil Nadu and Connecting with proposed KITCO alignment
12 Connection to Hosur city
It was also envisage connecting the Hosur city with the proposed STRR alignment as per the
meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the
proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an
automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward
further south in a methodical manner It also further enables a connectivity for Hosur to the
proposed Bangalore - Chennai Expressway
The proposed alignment also discussed with District Commissioner Krishnagiri and with
various stake holders district level officers and NHAI Four options proposed and all options
discussed with its merits and demerits The details given in Fig 2
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 6
Fig 2 STRR proposal connect Hosur city with four options
The comparative statements of all options of proposed Hosur bypass alignment are as below
Table 2 Comparative Statement of Proposed Alignment
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
1 Starting 139000 139000 139000 139000
2 Ending 190000 190000 190000 190000
3 Route
Alignment side
After Hosur airport amp
away from Kelavarapalli reservoir area
Before Hosur airport amp away from
Kelavarapalli reservoir area
After Hosur airport amp Close to
Kelavarapalli reservoir area
Before Hosur airport amp Close to
Kelavarapalli reservoir area
4 Length of
Bypass (km) 60 59 63
59
5
Length of existing
alignment bypassed
(km)
nil
nil
nil
nil
6 Built-up
stretch (km) nil
nil
nil
nil
7 Terrain Plain Plain Plain Plain
8 Speed 100 kmh 100 kmh 100 kmh 100 kmh
9 Geometries Geometry is good
supports 100 Geometry is good supports 100 kmh
Geometry is good supports
Geometry is good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 7
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
kmh speed Good sight distance with
curves widely spaced
speed Good sight distance with curves widely
spaced
100 kmh speed Good sight distance with curves
widely spaced
100 kmh speed Good sight
distance with curves widely
spaced
10 Intersection
developments 7 7 7
7
11
Existing Land use pattern
through proposed alignment
Agricultural Land and barren land
Agricultural Land and barren land
Agricultural Land and
barren land
Agricultural Land and barren land
12 Major Bridge 2 2 2 2
13 Minor Bridge 3 3 2 2
14 Approximate Culverts (no)
120 120 130
120
15 ROB 1 1 1 1
16 Interchange 7 7 7 7
17 VUP nil nil nil nil
18 PUP nil nil nil nil
19 Proposed
ROW 90 90 90
90
20 Existing ROW 0 0 0 0
21 No of affected Settlements
nil
nil
nil
nil
22
Alignment passes through villages
Agasa Timanahalli Patnagere
Gollahalli Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Singasandra
KomaranapalliPoonahalli Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Patnagere Gollahalli
Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli Nandi
maglam Baglur
Kaganur Sarjapura
Agasa Timanahalli Singasandra
Komaranapalli Poonahalli Achettipalli
Kothur Peranadapalli Nandimaglam
Baglur Kaganur Sarjapur
23 Social Impact Not significant Not significant Not significant Not significant
24 Environmental
Impact Not significant Not significant Not significant Not significant
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 8
The merits and demerits for the Hosur alignment inclusion in STRR are as follow
Merits
Enabling new spatial distribution of business housing in Hosur city
Improved road geometry will ensure enhanced traffic safety and reduction in road
accident rate
Major cross roads intersections will provisioned with free flow interchanges and will
catalyzed development of Industrial sited located near to this places
Will remove through truck traffic from cityrsquos main artery
More local traffic may get encouraged to use a route previously avoided due to heavy
truck traffic
Proactive planning by local authorities will further catalyze industrial development
Will benefits the town in revenues real estate and job opportunities
Demerit
The overall alignment length will increase and result higher land acquisition and
construction costs
Based on facts presented the district administration recommended and approved Option 4
(ABGCDJEF) for consideration
13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu
Karnataka
The original alignment validated with current developments in that region and the updated
alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI
vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from
Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the
modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG
(EXP)530 dated 09102017
The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed
the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp
KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed
The approval letters obtained from the government of Karnataka and the approved alignment
are given in Fig 3 amp Fig 4
Tamil Nadu
The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2
dated 24012018 The approval letters obtained from government of Tamil Nadu with approved
alignments given in Fig 5 amp Fig 6
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 9
Fig 3 Concurrence obtained for alignment from Karnataka state
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 10
Fig 4 Concurrence obtained for alignment from Karnataka state
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 11
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 12
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 13
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
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Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
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Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
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Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
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Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
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Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
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Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 5
The modification proposed to original alignment of Karnataka state portion tabulated as below
Table 1 Modified proposed Original alignment of Karnataka
S No
STRR Original alignment (km)
as received
Modified STRR Alignment (km)
Re-Alignment Side wrt Original STRR
Alignment
Reason for change
From To Length
(km) From To
Length (km)
1 000 650 650 000 1750 1750 Right
To provide Bypass to Dobaspette town and to connect NH 207 and Proposed MMLP in
Dobaspette
2 650 1400 750 1750 2500 750 No change in original alignment
3 1400 2200 800 2500 3340 840 Left To avoid Temple and Pond
4 2200 2560 360 3340 3700 360 Left To avoid Builtup area
5 2560 3470 910 3700 4600 900 No change in original alignment
6 3470 4170 700 4600 5270 670 Right To avoid Savandurga forest
7 4170 4300 130 5270 5400 130 No change in original alignment
8 4300 4670 370 5400 5800 400 Left To avoid Siddadevarabetta
Reserve Forest
9 4670 5100 430 5800 6220 420 No change in original alignment
10 5100 6800 1700 6220 8080 1860 Left To avoid Siddadevarabetta
Vulture Sanctuary (Ramanagara)
11 6800 7400 600 8080 8675 595 No change in original alignment
12 7400 9900 2500 8675 10600 1925 Left To avoid Reserve forest and Hill
cutting (Kanakpura)
13 9900 11500 1600 10600 12185 1585 No change in original alignment
14 11500 End - 12185 17963 5778
Due to inclusion of Ring Road of Hosur town Automobile Hub of
Tamil Nadu and Connecting with proposed KITCO alignment
12 Connection to Hosur city
It was also envisage connecting the Hosur city with the proposed STRR alignment as per the
meeting held with CGMNHAI in Bangalore during the Inception study The city is located in the
proximity of only 7km from Karnataka state border The Industrial town of Hosur is also an
automobile hub of Tamil Nadu Thus this proposal will enable to disburse the traffic toward
further south in a methodical manner It also further enables a connectivity for Hosur to the
proposed Bangalore - Chennai Expressway
The proposed alignment also discussed with District Commissioner Krishnagiri and with
various stake holders district level officers and NHAI Four options proposed and all options
discussed with its merits and demerits The details given in Fig 2
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 6
Fig 2 STRR proposal connect Hosur city with four options
The comparative statements of all options of proposed Hosur bypass alignment are as below
Table 2 Comparative Statement of Proposed Alignment
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
1 Starting 139000 139000 139000 139000
2 Ending 190000 190000 190000 190000
3 Route
Alignment side
After Hosur airport amp
away from Kelavarapalli reservoir area
Before Hosur airport amp away from
Kelavarapalli reservoir area
After Hosur airport amp Close to
Kelavarapalli reservoir area
Before Hosur airport amp Close to
Kelavarapalli reservoir area
4 Length of
Bypass (km) 60 59 63
59
5
Length of existing
alignment bypassed
(km)
nil
nil
nil
nil
6 Built-up
stretch (km) nil
nil
nil
nil
7 Terrain Plain Plain Plain Plain
8 Speed 100 kmh 100 kmh 100 kmh 100 kmh
9 Geometries Geometry is good
supports 100 Geometry is good supports 100 kmh
Geometry is good supports
Geometry is good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 7
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
kmh speed Good sight distance with
curves widely spaced
speed Good sight distance with curves widely
spaced
100 kmh speed Good sight distance with curves
widely spaced
100 kmh speed Good sight
distance with curves widely
spaced
10 Intersection
developments 7 7 7
7
11
Existing Land use pattern
through proposed alignment
Agricultural Land and barren land
Agricultural Land and barren land
Agricultural Land and
barren land
Agricultural Land and barren land
12 Major Bridge 2 2 2 2
13 Minor Bridge 3 3 2 2
14 Approximate Culverts (no)
120 120 130
120
15 ROB 1 1 1 1
16 Interchange 7 7 7 7
17 VUP nil nil nil nil
18 PUP nil nil nil nil
19 Proposed
ROW 90 90 90
90
20 Existing ROW 0 0 0 0
21 No of affected Settlements
nil
nil
nil
nil
22
Alignment passes through villages
Agasa Timanahalli Patnagere
Gollahalli Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Singasandra
KomaranapalliPoonahalli Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Patnagere Gollahalli
Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli Nandi
maglam Baglur
Kaganur Sarjapura
Agasa Timanahalli Singasandra
Komaranapalli Poonahalli Achettipalli
Kothur Peranadapalli Nandimaglam
Baglur Kaganur Sarjapur
23 Social Impact Not significant Not significant Not significant Not significant
24 Environmental
Impact Not significant Not significant Not significant Not significant
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Final Alignment Report 8
The merits and demerits for the Hosur alignment inclusion in STRR are as follow
Merits
Enabling new spatial distribution of business housing in Hosur city
Improved road geometry will ensure enhanced traffic safety and reduction in road
accident rate
Major cross roads intersections will provisioned with free flow interchanges and will
catalyzed development of Industrial sited located near to this places
Will remove through truck traffic from cityrsquos main artery
More local traffic may get encouraged to use a route previously avoided due to heavy
truck traffic
Proactive planning by local authorities will further catalyze industrial development
Will benefits the town in revenues real estate and job opportunities
Demerit
The overall alignment length will increase and result higher land acquisition and
construction costs
Based on facts presented the district administration recommended and approved Option 4
(ABGCDJEF) for consideration
13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu
Karnataka
The original alignment validated with current developments in that region and the updated
alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI
vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from
Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the
modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG
(EXP)530 dated 09102017
The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed
the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp
KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed
The approval letters obtained from the government of Karnataka and the approved alignment
are given in Fig 3 amp Fig 4
Tamil Nadu
The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2
dated 24012018 The approval letters obtained from government of Tamil Nadu with approved
alignments given in Fig 5 amp Fig 6
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Final Alignment Report 9
Fig 3 Concurrence obtained for alignment from Karnataka state
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Final Alignment Report 10
Fig 4 Concurrence obtained for alignment from Karnataka state
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Final Alignment Report 11
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 12
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 13
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
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Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
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Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
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Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
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Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
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Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
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Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
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Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
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Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 29
Fig 7 Final Alignment
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
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Final Alignment Report 6
Fig 2 STRR proposal connect Hosur city with four options
The comparative statements of all options of proposed Hosur bypass alignment are as below
Table 2 Comparative Statement of Proposed Alignment
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
1 Starting 139000 139000 139000 139000
2 Ending 190000 190000 190000 190000
3 Route
Alignment side
After Hosur airport amp
away from Kelavarapalli reservoir area
Before Hosur airport amp away from
Kelavarapalli reservoir area
After Hosur airport amp Close to
Kelavarapalli reservoir area
Before Hosur airport amp Close to
Kelavarapalli reservoir area
4 Length of
Bypass (km) 60 59 63
59
5
Length of existing
alignment bypassed
(km)
nil
nil
nil
nil
6 Built-up
stretch (km) nil
nil
nil
nil
7 Terrain Plain Plain Plain Plain
8 Speed 100 kmh 100 kmh 100 kmh 100 kmh
9 Geometries Geometry is good
supports 100 Geometry is good supports 100 kmh
Geometry is good supports
Geometry is good supports
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Final Alignment Report 7
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
kmh speed Good sight distance with
curves widely spaced
speed Good sight distance with curves widely
spaced
100 kmh speed Good sight distance with curves
widely spaced
100 kmh speed Good sight
distance with curves widely
spaced
10 Intersection
developments 7 7 7
7
11
Existing Land use pattern
through proposed alignment
Agricultural Land and barren land
Agricultural Land and barren land
Agricultural Land and
barren land
Agricultural Land and barren land
12 Major Bridge 2 2 2 2
13 Minor Bridge 3 3 2 2
14 Approximate Culverts (no)
120 120 130
120
15 ROB 1 1 1 1
16 Interchange 7 7 7 7
17 VUP nil nil nil nil
18 PUP nil nil nil nil
19 Proposed
ROW 90 90 90
90
20 Existing ROW 0 0 0 0
21 No of affected Settlements
nil
nil
nil
nil
22
Alignment passes through villages
Agasa Timanahalli Patnagere
Gollahalli Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Singasandra
KomaranapalliPoonahalli Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Patnagere Gollahalli
Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli Nandi
maglam Baglur
Kaganur Sarjapura
Agasa Timanahalli Singasandra
Komaranapalli Poonahalli Achettipalli
Kothur Peranadapalli Nandimaglam
Baglur Kaganur Sarjapur
23 Social Impact Not significant Not significant Not significant Not significant
24 Environmental
Impact Not significant Not significant Not significant Not significant
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Final Alignment Report 8
The merits and demerits for the Hosur alignment inclusion in STRR are as follow
Merits
Enabling new spatial distribution of business housing in Hosur city
Improved road geometry will ensure enhanced traffic safety and reduction in road
accident rate
Major cross roads intersections will provisioned with free flow interchanges and will
catalyzed development of Industrial sited located near to this places
Will remove through truck traffic from cityrsquos main artery
More local traffic may get encouraged to use a route previously avoided due to heavy
truck traffic
Proactive planning by local authorities will further catalyze industrial development
Will benefits the town in revenues real estate and job opportunities
Demerit
The overall alignment length will increase and result higher land acquisition and
construction costs
Based on facts presented the district administration recommended and approved Option 4
(ABGCDJEF) for consideration
13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu
Karnataka
The original alignment validated with current developments in that region and the updated
alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI
vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from
Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the
modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG
(EXP)530 dated 09102017
The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed
the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp
KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed
The approval letters obtained from the government of Karnataka and the approved alignment
are given in Fig 3 amp Fig 4
Tamil Nadu
The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2
dated 24012018 The approval letters obtained from government of Tamil Nadu with approved
alignments given in Fig 5 amp Fig 6
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Final Alignment Report 9
Fig 3 Concurrence obtained for alignment from Karnataka state
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Final Alignment Report 10
Fig 4 Concurrence obtained for alignment from Karnataka state
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Final Alignment Report 11
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 12
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 13
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
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Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
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Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
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Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
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Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 29
Fig 7 Final Alignment
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 7
No Description Option - 1
(ABHCDIEF) Option - 2
(ABGCDIEF) Option - 3
(ABHCDJEF) Option - 4
(ABGCDJEF)
kmh speed Good sight distance with
curves widely spaced
speed Good sight distance with curves widely
spaced
100 kmh speed Good sight distance with curves
widely spaced
100 kmh speed Good sight
distance with curves widely
spaced
10 Intersection
developments 7 7 7
7
11
Existing Land use pattern
through proposed alignment
Agricultural Land and barren land
Agricultural Land and barren land
Agricultural Land and
barren land
Agricultural Land and barren land
12 Major Bridge 2 2 2 2
13 Minor Bridge 3 3 2 2
14 Approximate Culverts (no)
120 120 130
120
15 ROB 1 1 1 1
16 Interchange 7 7 7 7
17 VUP nil nil nil nil
18 PUP nil nil nil nil
19 Proposed
ROW 90 90 90
90
20 Existing ROW 0 0 0 0
21 No of affected Settlements
nil
nil
nil
nil
22
Alignment passes through villages
Agasa Timanahalli Patnagere
Gollahalli Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Singasandra
KomaranapalliPoonahalli Achettipalli
Kothur Peranadapalli
Attur Pathamuthalli
Avalapalli Eluvapalli Nallur Chikhanathpuram
Kothapalli Sarjapur
Agasa Timanahalli Patnagere Gollahalli
Muttur Mattakur
Agraharam Achettipalli
Kothur Peranadapalli Nandi
maglam Baglur
Kaganur Sarjapura
Agasa Timanahalli Singasandra
Komaranapalli Poonahalli Achettipalli
Kothur Peranadapalli Nandimaglam
Baglur Kaganur Sarjapur
23 Social Impact Not significant Not significant Not significant Not significant
24 Environmental
Impact Not significant Not significant Not significant Not significant
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 8
The merits and demerits for the Hosur alignment inclusion in STRR are as follow
Merits
Enabling new spatial distribution of business housing in Hosur city
Improved road geometry will ensure enhanced traffic safety and reduction in road
accident rate
Major cross roads intersections will provisioned with free flow interchanges and will
catalyzed development of Industrial sited located near to this places
Will remove through truck traffic from cityrsquos main artery
More local traffic may get encouraged to use a route previously avoided due to heavy
truck traffic
Proactive planning by local authorities will further catalyze industrial development
Will benefits the town in revenues real estate and job opportunities
Demerit
The overall alignment length will increase and result higher land acquisition and
construction costs
Based on facts presented the district administration recommended and approved Option 4
(ABGCDJEF) for consideration
13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu
Karnataka
The original alignment validated with current developments in that region and the updated
alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI
vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from
Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the
modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG
(EXP)530 dated 09102017
The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed
the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp
KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed
The approval letters obtained from the government of Karnataka and the approved alignment
are given in Fig 3 amp Fig 4
Tamil Nadu
The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2
dated 24012018 The approval letters obtained from government of Tamil Nadu with approved
alignments given in Fig 5 amp Fig 6
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 9
Fig 3 Concurrence obtained for alignment from Karnataka state
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 10
Fig 4 Concurrence obtained for alignment from Karnataka state
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 11
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 12
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 13
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
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Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
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Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
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Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
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24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
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26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
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31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
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44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
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80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 8
The merits and demerits for the Hosur alignment inclusion in STRR are as follow
Merits
Enabling new spatial distribution of business housing in Hosur city
Improved road geometry will ensure enhanced traffic safety and reduction in road
accident rate
Major cross roads intersections will provisioned with free flow interchanges and will
catalyzed development of Industrial sited located near to this places
Will remove through truck traffic from cityrsquos main artery
More local traffic may get encouraged to use a route previously avoided due to heavy
truck traffic
Proactive planning by local authorities will further catalyze industrial development
Will benefits the town in revenues real estate and job opportunities
Demerit
The overall alignment length will increase and result higher land acquisition and
construction costs
Based on facts presented the district administration recommended and approved Option 4
(ABGCDJEF) for consideration
13 Submission amp Approvals from Government of Karnataka amp Tamil Nadu
Karnataka
The original alignment validated with current developments in that region and the updated
alignment discussed with NHAI Accordingly this updated STRR alignment submitted to NHAI
vide our reference 4800182-GGN-OC-019 dated 05102017 for Concurrences from
Government of Karnataka NHAI submitted to Government of Karnataka to seek consent to the
modifications proposed in STRR vide letter NHAI12012Lot 3Package 1I2017PIU-BNG
(EXP)530 dated 09102017
The government of Karnataka vide its letter PWD518CNH2017 dated 27102017 conveyed
the concurrences NHAI vide letter NHAIPlanningEC2016DPRLot 3AP-KT-Goa amp
KeralaPkg 11087-28 dated 17112017 agreed to the further modification proposed
The approval letters obtained from the government of Karnataka and the approved alignment
are given in Fig 3 amp Fig 4
Tamil Nadu
The concurrences for Hosur portion of Tamil Nadu obtained vide letter 14787HV12017-2
dated 24012018 The approval letters obtained from government of Tamil Nadu with approved
alignments given in Fig 5 amp Fig 6
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 9
Fig 3 Concurrence obtained for alignment from Karnataka state
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 10
Fig 4 Concurrence obtained for alignment from Karnataka state
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 11
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 12
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 13
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
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Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
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Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
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Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
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Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
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12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
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17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
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20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
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27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
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31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
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40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 9
Fig 3 Concurrence obtained for alignment from Karnataka state
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 10
Fig 4 Concurrence obtained for alignment from Karnataka state
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 11
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 12
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 13
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
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Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
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Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
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Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
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Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
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Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
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Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
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12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
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17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
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20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
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27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
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32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
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40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
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44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
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75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
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80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
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86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 10
Fig 4 Concurrence obtained for alignment from Karnataka state
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 11
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 12
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 13
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
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Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
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Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
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Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
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Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
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Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
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17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
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26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
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32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
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34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
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40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
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44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
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48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
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51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
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75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
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80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
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86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 11
Fig 5 Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 12
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 13
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
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Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
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Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
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Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
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Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
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27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
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32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
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37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
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40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
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48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
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51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
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61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
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75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
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81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
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86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 12
Fig 6a Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 13
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
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Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
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Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
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26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
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39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
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75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 13
Fig 6b Concurrence obtained for alignment of Hosur portion of Tamil Nadu
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Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
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Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
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Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
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40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
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75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 14
14 Modifications in Original STRR
The approved alignment also gone through some further slight modifications so to amalgamate
the proposal with adjoining alignments and the details are as below
1 Inclusion of Multi Model Logistic Park (MMLP) amp proposed KIADB in Dobbaspet
change km 0000 to km 17500 (original km 0000 to km 6500)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
1 Length of
Alignment (km) 175 65 196 1754
2 Built-up stretch Nil Nil Nil Nil
3 Terrain Plain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries Geometry is good
supports 100 Geometry is
good supports Geometry is
good supports Geometry is
good supports
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 29
Fig 7 Final Alignment
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
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2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
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38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
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63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
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76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
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83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 15
S No
Description Option-1 Option 2
(Original STRR) Option-3 Option-4
kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight
distance with curves widely
spaced
100 kmph speed Good sight distance with curves
widely spaced
6
Existing Land use pattern through
proposed alignment
Agricultural LandBarren Land
Industrial Land Agricultural Land
Agricultural Land Forest Land
Agricultural Land
Residential
7 Proposed ROW
(m) 75 75 75 75
8 Total Additional land required in
Hec 13125 4875 147 13155
9 No of affected
Structures (tentative)
0 20 5 20
10 ROB 1 0 1 1
11 Bridge 0 0 0 0
12 Interchange 1 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
The proposed alignment will
passes through Nijagal and
Kengal Reserve Forest
No significant environmental
impact is envisaged
15 Tentative cost (INR in crores)
94105 32089 994576 10295624
16 Merits
1 No
structureestablishment is affected 2 Connectivity
given to proposed MMLP in
Dabaspete 3 Comparatively shorter alignment
Better road
geometry could be achieved
17 Demerits
1 Alignment passes through built-up location at Dabaspete
2 Passes through the
proposed MMLP Industrial location
in Dabaspete 3Not connecting Dabaspete as a
whole
1 Larger alignment length
2 Passes through Forest land amp thus forest clearence
need to be obtained before
implimentation of project
3 Passes through the aggregate quarry area
4 Passes through abutting CISF
land
1Poor alignment Geometry 2Passing
through Built-up stretch
3Land cost will be more as the
alignement passing
through buit-up region
18 Recommendation Recommended Not
Recommended Not
Recommended Not
Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
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Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 29
Fig 7 Final Alignment
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
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62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
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80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
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Final Alignment Report 16
2 Design chainage km 25000 to km 33400 (Original km 14000 to km 22000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications in Dobbaspet are given below
S No
Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 84 8 76
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
7 Proposed ROW
(m) 75 75 75
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S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
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3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
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S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
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Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
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Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
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Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
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Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
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Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
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Final Alignment Report 17
S No
Description Option-1 Option-2 ( original
STRR) Option-3
8 Total Additional land required in
Hec 63 60 57
9 No of affected
Structures (tentative)
0 20 20
10 ROB 1 1 1
11 Bridge 0 0 0
12 Interchange 1 1 1
13 Environmental
Impact
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
No significant environmental impact is
envisaged
15 Tentative civil cost (INR in
crores) 478854 50698 485856
16 Merits
1 No
structureestablishment is affected
2Less construction cost
3Better alignment geometry
17 Demerits
1 Passes through large number of
structures including religious structure
resulting higher land amp social cost
2 Passes through the mid of a pond
1 Alignment passes
through many existing roads resulting provision grade
separators 2 Combined
interchange of ROB and NH crossing is
required for that under construction ROB to be
demolished
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
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Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
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Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
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Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
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Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
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Fig 8 Proposed Typical Cross Section of Road
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18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
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Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 18
3 Avoiding thick built up area in Rangenahalli Chainage km 33400 to km 37000 (original km 22000 to km 25600)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR ) Option-3
1 Length of
Alignment (km) 36 36 57
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural Land Agricultural Land Agricultural Land
Forest Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
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Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
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Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
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Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
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Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
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Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
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Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
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Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
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Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 19
S No Description Option-1 Option-2 ( original
STRR ) Option-3
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 27 27 4275
9 No of affected
Structures (tentative)
0 30 5
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
No significant environmental impact
is envisaged
No significant environmental
impact is envisaged
15 Tentative civil cost (INR in
crores) 169866 172866 2694545
16 Merits
1 Shorter alignment length
2 No built-up land is involved
17 Demerits
1 More than 30 establishments would
get affected 2Comparatively poor alignment geometry
1 Passes through pond
2Higher construction cost
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
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Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
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Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
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Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
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Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
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Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
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Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
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An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
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64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
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96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 20
4 Avoiding Savanadurga forest Area
Chainage km 46000 to km 52700 (Original km 34700 to km 41700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original
STRR) Option-3
1 Length of
Alignment (km) 67 7 88
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 29
Fig 7 Final Alignment
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 21
S No Description Option-1 Option-2 ( original
STRR) Option-3
6
Existing Land use pattern
through proposed alignment
Mostly Barren Land
Barren Land Forest Land
Barren Land Forest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 5025 525 66
9 No of affected
Structures (tentative)
0 0 0
10 ROB 0 0 0
11 Bridge 0 0 0
12 Interchange 0 0 0
13 Environmental
Impact
No significant environmental
impact is envisaged
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
15 Tentative civil cost (INR in
crores) 3161395 330295 415228
16 Merits
1 Away from forest land resulting
ease in construction
2Better alignment geometry
17 Demerits
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
The proposed alignment passes
through Savanadurga Reserve Forest Thus
Reserve forest clearances required
This will delay the project implementation
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
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Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
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Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
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Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
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Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
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Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
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Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 22
5 Siddadevarabetta Forest Area Chainage km 54000 to km 58000 (Original km 43000 to km 46700)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 ( original STRR)
1 Length of Alignment
(km) 4 37
2 Built-up stretch Nil Nil
3 Terrain Plain Plain
4 Speed 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight distance
with curves widely spaced
6 Existing Land use
pattern through proposed alignment
Mostly Barren Land Barren Land Forest Land
7 Proposed ROW (m) 75 75
8 Total Additional land
required in Hec 30 2775
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
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Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
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Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
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Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
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Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
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Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
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26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
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39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 23
S No Description Option-1 Option-2 ( original STRR)
9 No of affected
Structures (tentative)
0 0
10 ROB 0 0
11 Bridge 0 0
12 Interchange 0 0
13 Environmental
Impact No significant environmental
impact is envisaged
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
15 Tentative civil cost
(INR in crores) 18874 1745845
16 Merits Away from forest land
resulting ease in construction
17 Demerits
The proposed alignment passes through Siddadevarabetta
Reserve Forest Thus Reserve forest clearances required
18 Recommendation Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 29
Fig 7 Final Alignment
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
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Final Alignment Report 24
6 Ramanagara vulture Sanctuary area Chainage km 62200 to km 80800 (Original km 51000 to km 68000)
Alignment options
Comparative statement The comparative statements of all four options of proposed modifications are given below
S No Description Option-1 Option-2 (original
STRR) Option-3
1 Length of
Alignment (km) 186 17 2505
2 Built-up stretch Nil Nil Nil
3 Terrain Plain Plain Plain
4 Speed 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports 100 kmph speed Good sight
distance with curves widely
spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
Geometry is good supports 100 kmph speed Good sight
distance with curves widely spaced
6
Existing Land use pattern
through proposed alignment
Agricultural LandBarren Land
Agricultural Land Forest
LandResidential
Agricultural LandBarren LandForest Land
7 Proposed ROW
(m) 75 75 75
8 Total Additional land required in
Hec 1395 1275 187875
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Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
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Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
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Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
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Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
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Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
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Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
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Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
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22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
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28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
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40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
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44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
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78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
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80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 25
S No Description Option-1 Option-2 (original
STRR) Option-3
9 No of affected
Structures (tentative)
0 0 10
10 ROB 1 1 1
11 Bridge 1 1 1
12 Interchange 1 1 2
13 Environmental
Impact
No significant environmental
impact is envisaged
The alignment is passing through the Ramadevarabetta
Reserve forest
The proposed alignment pass through close
proximity of Doddamannugudde
Reserve Forest
15 Tentative civil cost (INR in
crores) 992641 917145 134798425
16 Merits
1Not demolishing
any major structure
2No forest land is involved resulting
ease of construction
17 Demerits
The alignment is passing through the
mid of Ramadevarabetta Vulture Sanctuary
1 Larger alignment length
2 The proposed alignment pass through
close proximity of Doddamannugudde
Reserve Forest 3 the existing railway line and the National highway
are in close proximity (250m) therefore vertical geometry not suitable for
ROB amp interchange provision in NH 275
18 Recommendation Recommended Not Recommended Not Recommended
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 29
Fig 7 Final Alignment
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
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Final Alignment Report 26
7 Kanakapura Chainage km 86750 to km 106000 (Original km 74000 to km 99000)
Alignment options
The comparative statements of all four options of proposed modifications are given below
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
1 Length of Alignment
(km) 25 2465 2110 1961 1925
2 Built-up stretch
Nil Nil Nil Nil Nil
3 Terrain Plainrolling Plainrolling Plainrolling Plainrolling Plainrolling
4 Speed 100 kmph 100 kmph 100 kmph 100 kmph 100 kmph
5 Geometries
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed Good sight distance
with curves widely spaced
Geometry is good supports
100 kmph speed
Geometry is good supports
100 kmph speed
6
Existing Land use pattern through
proposed alignment
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
BarrenAgricultural Land
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Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
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Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
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Final Alignment Report 29
Fig 7 Final Alignment
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Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
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Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
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Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
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Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
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Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
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Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
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Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
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28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
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34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
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37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
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42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
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44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
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48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 27
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
7 Proposed ROW (m)
75 75 75 75 75
8
Total Additional
land required in
Hec
1725 17625 148125 14175 13875
9
No of affected
Structures (tentative)
75 20 5 5 5
10 ROB 0 0 0 0 0
11 Major Bridge
1 1 1 1 1
12 Interchange 1 1 1 1 1
13 Environment
al Impact
Pass through reserve forest
land and heavily built up
area
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
No significant environmental
impact is envisaged
15
Tentative civil cost (INR in crores)
141613 139054 120225 115086 107449
16 Merits -
Improved geometry as compare to
original Avoid acquisition in built-up and
reserve forest area
Length is shorter as compare to proposed amp
original Avoid acquisition in built-up and
reserve forest area No
significant environmental
impact
Length is shorter as compare to proposed
original and Alt-1 Avoid
acquisition in built-up and
reserve forest area No
significant environmental
impact
Good horizontal
geometry The length will be
shorter compared to
originally proposed alignment Very less
structures will be affected No
significant environmental
impact
17 Demerits
Passes through large
number of structures including religious structure resulting
higher land amp social cost
The existing
NH and proposed
Kankapura bypass are at the distance of
The proposed flyover will be combined for both existing
NH 209 and its newly
proposed bypass
resulting more length
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Comparatively poor horizontal
geometry Large amount
of cutting involved Pass through close
to reserve forest area
There is major water pipe (2 no) line run
parallel to NH 209
Interchange length will be more as they
Some amount cutting is
expected due to rolling terrain
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 29
Fig 7 Final Alignment
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
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17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
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20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
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22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
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28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
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32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
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35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
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73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
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75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
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83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
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87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
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92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 28
S No
Description Original STRR Alt 1
(Modified) Alt 2 Alt 3 Alt 4
about 800m This envisage a combined structure
Higher construction
cost
are at close proximity to road The
interchange proposal may encroach the existing water
body
are at close proximity to road The
interchange proposal may encroach the existing water
body
18 Not
Recommended Not
Recommended Not
Recommended Not
Recommended Recommended
End point of Tamil NaduKarnataka
The end of STRR will need integration with the alignment under finalization for 4 lanes of
Sarjapur KarnatakaTamil Nadu border near Bagalur town In order to provide efficient
connectivity it envisaged during the joint site visit with PDNHAIBangalore during 8 to 10
January 2018 that bypass the Bagalur town is also vital Thus the alignment extended to cover
Bagalur town and joining the alignment in Kalakunde This section dealt with Ms Kerala
Industrial and Technical Consultancy Organization Ltd (KITCO) Accordingly the proposal
modified after discussed with RONHAIBangalore The alignment also slightly modified in few
locations in Karnataka portion The Modifications also further discussed with CGMNHAI on
3112018 and agreed upon
Final updated alignment incorporating all modifications given Fig 7 The final alignment
drawings on google images given in separate volume
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 29
Fig 7 Final Alignment
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 29
Fig 7 Final Alignment
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
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48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
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52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
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64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
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98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 30
15 Satellite Towns Ring Road (STRR) Bangalore West Side
Bangalore town is thickly populated and In order to ensure safe smooth efficient and high
speed transport corridor to this city it is impetus that the infrastructure of city and adjoining
towns anticipated the development National Highways NH 648 (NH 207) NH 48 (NH 4) NH
275 NH 948 NH 209 amp NH 75 (Hassan road) and majority of State Highways SH 3 SH 85 amp
SH 35 pass through Bangalore city comprising heavy commercial traffic movement Most of
these traffic pass through the Bangalore city and resulting huge traffic jams Also the NICE ring
road currently has only four lanes configuration with very congested traffic level Further the
toll rates are also exorbitant in comparison to NHAI toll rates due to private operator (about 4
times and without return passage)
The STRR will function as an alternative and there is huge potential for the traffic to get divert
the proposed STRR facility Provision of STTR will ensure high speed connectivity primarily to
Bangalore International airport and to the proposed Bangalore ndash Chennai Expressway
Therefore reviving the STRR project with considering current development in the region
including development of STRR west side is absolute necessary on priority basis and it is
propose to consider a 6lanes carriageway configuration throughout as minimum requirement
151 Road under progress in STRR
Dobbaspet to Hoskote (8020km)
The stretch of NH 207 from Dobbaspet to Hoskote (length 8020km) on east side of STRR has
taken up for implementation to 4lanes divided carriageway configuration with 45m land width
by NHAI However the civil work currently held up due to contract complications NHAI is
currently reviving this project with 60m right of way and 6lanes project facilities
Hoskote to SarjapurBagalur
The portion from Hoskote to SarjapurBagalur (length about 25km) is currently under detailed
project report stage by KITCO consultants in NHAI The alignment is already finalize by NHAI
to this portion This alignment will be integrate with our current study to complete the ring for
entire STRR alignment
Bangalore ndash Chennai Expressway
The Bangalore - Chennai Expressway is a proposed greenfield expressway between the cities
of Bangalore (Karnataka) and Chennai (Tamil Nadu) This project formulated under NHDP
Phase IV program and currently consider under Bharatmala Scheme This high speed travel
corridor will run parallel to existing NH 4 and will be develop with total access control facility
The proposed expressway starts from Hoskote (the junction of NH 4 amp NH 207) and ends in
Sriperumbudur (just 40km away from Chennai) in Tamil Nadu The total length of this proposed
facility will be 2623km The expressway passes through Bangalore Rural amp Kolar districts in
Karnataka state (about 756km) Chittoor district of Andhra Pradesh (8831km) and Vellore
Kanchipuram Tiruvallur districts of Tamil Nadu (9833km) The proposed configuration will be
4lanes carriageway with 5 major interchanges with fully access control facilities
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 31
16 Declaration of STRR (west side) as NH
The proposed STRR declared as National highway with a serial number 462 and new National
highway number 948A as per MORTH Gazette notification no 6 dated 02012018 The copy
of Gazette enclosed in Annexure 1
17 Project road
The project road currently intends to connect Dobbaspet Magadi Ramanagara Kankapura
Anekal Hosur amp Sarjapur The proposed road passes through Bangalore Rural Bangalore
Urban and Ramanagara districts in Karnataka state and Hosur town in Krishnagiri district of
Tamil Nadu state The total length of this alignment will be about 190km Start point co-ordinate
of STRR -750104832914658404410 (near Dobbaspet) End point coordinates of STRR
merging with KITCO alignment at Tamil NaduKarnataka Border ndash 83614694614246658098
(near Sampangere)
Terrain
The project road stretch is passing through Plain and rolling terrain
Land use
The land use by the side of this road predominantly barren and agriculture
Project proposals
The proposal envisages a six lanes divided carriageway configuration with raised median as
per the latest circular issued All provisions of structure will be consider as per IRC SP 87-2013
Manual The design speed for the proposed road shall be 100kmh as terrain is plainrolling
Proposed ROW
A 75m corridor will propose for the entire alignment as intimated by NHAI except in
interchange locations additional width as per requirement will proposed
Road Configuration
Six lanes divided carriageway configuration with raised median will proposed as per 6lanes
manual The structures will proposed for 8lanes configuration The proposed project road will
be consider for fully access controlled facilities as per NHAI guidelines All major cross roads
will be provide with grade separated structures to ensure uninterrupted free flow through traffic
and to provide safety to local traffic As far possible the minor cross roads will elevated and the
main carriageway will kept on ground level to ensure safe geometry standards Service roads
will envisage as per requirement for segregation of local traffic needs
The proposed alignment crisscrosses the existing SH 3 at many locations All endeavor will
made not to disturb any existing network and try restoring the existing SH 3 where it affected
due to proposed STRR proposals
The details of some of major cross roads given below
Table 3 Major Cross road locations
S No Tentative
location (km) Cross road
1 0000 (Kar) NH 648 (old NH 207)
2 68 SH 3
3 86 NH 48 (old NH 4)
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 32
S No Tentative
location (km) Cross road
4 301 NH 75 (old NH 48)
5 442 SH 85
6 700 NH 275 (Ramanagara)
7 954 NH 948 (old NH 209)
8 1317 SH 35
9 1395 17B
10 144550 17A
11 151800 SH 85
12 155600 SH 17
13 160900 NH 44 (old NH 7)
Horizontal Geometry
The tentative horizontal geometry for the proposed road worked out and the details are given
in Annexure 2 It is evident from the table that the entire corridor is cater for 100km per hour
design speed
Proposed Design Standards
The geometry design standard as per IRC SP 87- 2013 adopted The details are given below
Table 4 Proposed Highway Design Standards
No Description Unit Plain amp Rolling
1 Design Speed Kmh 100 (Ruling)
80 (Minimum)
2 ROW Width m 60 (Minimum)
3
Pavement Width Per Lane m 35
Two Lanes m 7
Three Lanes m 105
4 Cross Slope - 25
5
Gradient
Ruling 25
Limiting 33
6 Maximum Super-elevation
7 (If radius of curve is less than
desirable minimum)
5 (If radius of curve is more than
desirable minimum)
7
Shoulder width Open
Area
Built-up
area
Approac
hes to
GSS
Approaches
to Bridges
Paved m 15 20 20 15
Earthen m 20 - - 20
8
Shoulderrsquos cross slope
Paved - 25
Unpaved - 3
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 33
No Description Unit Plain amp Rolling
9
Horizontal Curvature
Desirable minimum m 400
Absolute minimum m 250
10
Sight Distance for various
speeds
Absolute
Minimum
(SSD)
Desirable
Minimum (ISD)
100 kmh 180 m 360 m
80 kmh 130 m 260 m
11
Ramp Design
Ramp width m 3755570
Ramp Design speed Kmh 65
Radius of curvature m 150 (Minimum)
Super elevation maximum 7
Stopping sight distance m 90
12
Minimum Length of
Horizontal Curves
For deflection angle=5deg m 150
For deflection angle=4deg m 180
For deflection angle=3deg m 210
For deflection angle=2deg m 240
For deflection angle=1deg m 270
For deflection anglelt1deg m 0 (Not Required)
13 Minimum Length Between
same side Curves
m 280 (10 sec travel time as per 100 kmph
design speed)
14 Vertical clearance at
VUPLVUPPUP m 553530 (min)
15
Vertical Curve values for ldquoKrdquo where K= L(G1-G2) in m
Design speed (kmh) Minimum (SSD) Desirable (ISD)
65 184 338
80 326 60
100 736 135
16
Minimum Length of vertical curves
Design speed (kmh) Maximum grade change(percent) not
requiring vertical curve
Maximum
length of a
vertical
curve(m)
65 08 40
80 06 50
100 05 60
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
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89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
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96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 34
Fig 8 Proposed Typical Cross Section of Road
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
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75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
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78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
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80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
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88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
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92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
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94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
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96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 35
18 Environment Studies
Environmental expert carried out reconnaissance survey of the project road Important
environmental components along the corridor of impact zone of Banneragatta National Park
identified The alignment corridor is passing through this wildlife Sanctuary between km 116 to
km 129 The alignment is pass through Buffer as well as core zones in this wildlife park Though
3 options studied to avoid this location either partly or to maximum extent no alignment option
could found feasible due to its terrain condition as it unable to cater the high speed traffic
corridor So a joint meeting and site visit with PCCFDFO and PIUPDNHAI held on 1292017
amp 1992017 and it concluded that the original suggested option found feasible technically for
consideration The portion of alignment passes through Banneragatta National Park given in
Fig 9
Fig 9 Alignment passes through Banneragatta National Park
The environment study will identify trees forests National park and its core and buffer zones
public utilities community resources cultural sites high pollution zones accident prone
zonesarea etc On the basis of back ground information screening exercise will be conduct
subsequently The data collected will be compile to develop environmental scenario and
sensitive component within that Full road length and corridor of impact will put under screening
to identify hot spot zones On the basis of this environment impact assessment and
Environmental management plan will be frame
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
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81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 36
The following mitigation measures will be consider in subsequent project stages
Adequate drainage facilities along the road
Provision of service roads
Appropriate noise barriers at sensitive locations
Development of strip plantation on both sides and median shrubs
Regular monitoring of ambient air quality noise level and water quality during construction
Grade separation interchanges at major intersections
Elevated arrangement for through traffic with barricade
19 Social Assessment
The social assessment presents to determine the magnitude of actual potential impact due to
this new road development The idea of social study is to minimize the social impact with best
possible engineering solutions at the optimal point The social screening survey will be carry
out to assess the negative impact and to suggest the mitigation measures
To avoid minimize the adverse impact on nearby communities and natural
environment
People and properties falling on direct path of road development
People indirectly affected by the way of disruption of livelihood breakage in community
linkages
Impact on land acquisition and resettlement on indigenous people (SC ampST) and on
human safety etc
In order to minimize or avoid the adverse impact all necessary modifications will made in design
stage However in case of unavoidable negative impacts these will be mitigate through
suggested appropriate measures needs to be adopt during construction and operational stages
To ensure that the project affected persons are duly compensated a Resettlement Action Plan
(RAP) would be drawn up as an integral part of project design proposal to ensure that highway
improvement are socially sound sustainable and contribute to the development of social goals
The prime objective of this RAP is to ensure and provide a policy framework to ensure that the
affected and displaced persons are aptly resettled and rehabilitated (to improve their livelihood
and standard of living or at least to restore them in real terms)
Land use
The terrain along this alignment is predominantly mix of plain and rolling The land use pattern
along this project road comprises of agricultural built up barren industrial and forest
However the main land use pattern is agricultural and barren The tentative land uses along
the project are as below
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Consultancy Services for preparation of DPR for Development of Economic Corridors Inter Corridors Feeder Routes to improve the efficiency of freight movement in India under Bharatmala Pariyojana - Lot 3 Andhra Pradesh Karnataka GOA amp Kerala Package 1
Final Alignment Report 37
Table 5 Tentative Land Uses along the Project
S No Land use pattern of land use
1 Agriculture 82
2 Barren 5
3 Built up 3
4 Industrial 3
5 Forest 7
Based on the findings during the initial assessment study some measures have noted for
consideration that will reduce the detrimental effects of project appreciably
Alternative alignments such as realignment are attempt in the original STRR in order
to find a suitable alignment that would have minimum adverse impact on social aspects
and minimum land acquisition
The alignment avoids schools places of worships public utilities and other common
resources
It will be ensure that the likely affected common properties used by local people will
suitably rehabilitated before the start of civil construction work and budgetary provision
for the same will be made in the project estimates
Approximate Land requirement
The STRR alignment passes through following districts and talukas in Karnataka and Tamil
Nadu states
No state District Talukas
1
Karnataka
Bangalore Rural Neelmangala
Magadi
2 Bangalore Urban Anekal
3 Ramanagara Ramanagara
4 Tamil Nadu Krishnagiri Hosur
Denkanikottai
It is propose to acquire a strip of land of 75m corridor for the proposed STRR so to
accommodate the 6lanes carriageway configuration and other amenities as per six lanes
Manual and standards
The Draft 3a for Karnataka portion submitted on 4800182-GGN-OC-026A dated 02122017
and Draft 3a for Tamil Nadu portion submitted vide reference 4800182-GGN-OC-034 dated
29122017 The updated draft 3a considering Bagalur portion resubmitted on vide reference
4800182-GGN-OC-047 dated 19012018
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
Annexures
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
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6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
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17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
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20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
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22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
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27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
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32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
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47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
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52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
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65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
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86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
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93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
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96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
22 GI2018 (1)
jftLVordfh laouml Mhouml youmlamp3300499 REGD NO D L-3300499
vlkkjk EXTRAORDINARY
Hkkx IImdash[kM 3mdashmiamp[kM (ii) PART IImdashSection 3mdashSub-section (ii)
izkfdkj ls izdkfkr PUBLISHED BY AUTHORITY
la- 06] ubZ fnYyh] eaxyokj] tuojh 2] 2018ikSk 12] 1939 No 06] NEW DELHI TUESDAY JANUARY 2 2018PAUSHA 12 1939 सड़कसड़कसड़कसड़क परवहनपरवहनपरवहनपरवहन औरऔरऔरऔर राजमागराजमागराजमागराजमाग म13ालयम13ालयम13ालयम13ालय अिधसचनाअिधसचनाअिधसचनाअिधसचना नई दली 01 जनवरी 2018 काआकाआकाआकाआ 06060606((((अ)अ)अ)अ)mdashmdashmdashmdashकीय सरकार रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) क धारा 2 क उप-धारा (2) ारा द त शिamp तय का योग करत )ए िन+ निलिखत तािलका क - त+ भ (2) और (3) म िविन1द2 ट यक राजमाग को रा2 4ीय राजमाग घोिषत करती ह राजमाग िजह अब इस अिधसचना ारा रा2 4ीय राजमाग घोिषत कया जाना ह को तािलका क - त+ भ (1) (2) और (3) म यथा-िन1द2 ट Bमश नई Bम सF याG नई रा2 4ीय राजमाग सF याG तथा रा2 4ीय राजमाग क िववरण क साथ उamp त अिधिनयम क अनसची म अत- थािपत कया गया समझा जाएगा तािलकातािलकातािलकातािलका B स नई रा2 4ीय राजमाग सF या रा2 4ीय राजमाग का िववरण (1) (2) (3) 461461461461 744ए तिमलनाड राO य म आलमपQी क िनकट रारा-744 क साथ अपन जamp शन स ारभ होकर वदागरई नद+ मादरई ईिलयारपाथी ईRamp कलाईव लर कड़ागई मनलर क नाथर परयानकलम थमराईपQी ईरािनयम उसीलामपQी कलामगलम कलव लीपQी टाटामपQी को जोड़न वाला और वाड़ीपQी क िनकट रारा-44 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (मदरई Vरग रोड) 462462462462 948ए कनाटक राO य म दोबासपट (म न) क िनकट रारा-648 और रारा-48 क अपन जamp शन स ारभ होकर नीजागल क गल गडमरानाह ली हरथी मलाह ली )लीकरगWर रायसदरा बनवासी थोकासदरा स तिमलनाड राO य म अचि तप ली अलर को जोड़न वाला कनाटक राO य म सरजापर क िनकट रारा-648 क साथ अपन जamp शन पर समाU त होन वाला राजमाग (बXगलY Vरग रोड) [फा स एनएच-14012272014-पीएडएम (पाट-8)] राजश गU ता उप सिचव
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
2 THE GAZETTE OF INDIA EXTRAORDINARY [PART IImdashSEC 3(ii)]
पाद पाद पाद पाद ट पट पट पट पणीणीणीणी रा13ीय राजमाग अिधिनयम 1956 (1956 का 48) और इसक अनसची भारत क राजपZ दनाकत 4 अल 2011 को कािशत अिधसचना सF या काआ 689(अ) दनाकत 4 अल 2011 ारा ित- थािपत कया गया था और इसम िपछली बार सशोधन अिधसचना सF या 3708 दनाकत 05122017 ारा कया गया था
MINISTRY OF ROAD TRANSPORT AND HIGHWAYS
NOTIFICATION
New Delhi the 1st January 2018
SO 06(E)mdashIn exercise of the powers conferred by sub-section (2) of section 2 of the National
Highways Act 1956 (48 of 1956) the Central Government hereby declares each of the highways specified in
columns (2) and (3) of the Table below to be a national highway
The said highways now declared to be national highways shall be deemed to be specified in the
Schedule to the said Act with the new serial numbers the new national highways numbers and the description
of the national highways thereof as indicated in columns (1) (2) and (3) respectively of the said Table
TABLE
Serial
No
New National
Highway No
Description of National Highways
(1) (2) (3)
461 744A The highway starting from its junction with NH-744 near Alampatti connecting
Vadagarai Nedummadurai Eliyarpathi Erukkilaivellur Kondagai Manalur
Kunnathur Parayankulam Thamaraipatti Iraniyam Usilampatti Kulamangalam
Kalvellipatti Tatampatti and terminating at its junction with NH-44 near
Vadipatti in the State of Tamil Nadu (Madurai Ring Road)
462 948A The highway starting from its junction of NH 648 amp NH-48 near Dobaspete
(Manne) Nijagal Kengal Gudemaranahalli Harthi Melahalli Hulikeregunnur
Rayasandra Banavasi Thokasandra in the State of Karnataka connecting
Achettipalli Alur in the State of Tamil Nadu and terminating at its junction with
NH-648 near Sarjapur in the State of Karnataka (Bengaluru Ring Road)
[F No NH-14012272014-PampM (Pt-8)]
RAJESH GUPTA Dy Secy
Foot Note The Schedule to the National Highways Act 1956 (48 of 1956) was substituted vide
notification number SO 689(E) dated 4th April 2011 publised in the Gazette of India dated
the 4th April 2011 and subsequently amended vide notification No 3708 dated 0512 2017
Uploaded by Dte of Printing at Government of India Press Ring Road Mayapuri New Delhi-110064
and Published by the Controller of Publications Delhi-110054
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
50
Transition Curve Curve Transition
1 749817874 1465637810 500000 95000 25226 120226 553518 648518 336872 100 1056584 433292 500
2 746423057 1466930419 3500000 0000 2446087 529678 3871434 100 0814484 2850693 NR
3 744672988 1466098371 2000000 0000 539742 6046479 572195 100 032453 649059 NR
4 742975635 1465894953 2000000 0000 6261161 8374567 7317864 100 1056703 2113406 NR
5 741634620 1462676758 2000000 0000 9818959 11467953 10643456 100 0824497 1648994 NR
6 742493933 1460756852 600000 80000 12364875 12444875 12922738 13002738 12683807 100 0929772 477863 500
7 741456747 1458769984 800000 65000 14279236 14344236 15332154 15397154 14838195 100 1316148 987918 500
8 742941853 1457322813 650000 80000 16576873 16656873 17010604 17090604 16833739 100 0667278 353731 500
9 743381309 1454458956 700000 70000 19626287 19696287 19757732 19827732 1972701 100 0187779 61445 500
10 743367612 1453889392 750000 70000 20125451 20195451 20397 20467 20296226 100 0362066 201549 500
11 743805387 1452553089 800000 70000 21579996 21649996 21753774 21823774 21701885 100 0217223 103778 500
12 744012587 1450719049 1000000 80000 23269515 23349515 23740838 23820838 23545177 100 0471323 391323 444
13 744452741 1450035105 1000000 60000 24161074 24221074 24489705 24549705 2435539 100 0328631 268631 444
14 744917228 1449652479 650000 80000 2474346 2482346 25085991 25165991 24954726 100 052697 262531 500
15 745264454 1448830041 650000 80000 25652462 25732462 25957231 26037231 25844847 100 0468874 224769 500
16 745923850 1448223914 650000 80000 26531922 26611922 2686426 2694426 26738091 100 0511288 252338 500
17 746288837 1447208980 3000000 0000 27472434 28155162 27813798 100 0227576 682728 NR
18 747228370 1445670946 600000 90000 29179869 29269869 29896891 29986891 2958338 100 1195037 627022 500
19 745140889 1442768417 1200000 40000 33033643 33073643 33181288 33221288 33127466 100 0123038 107645 370
20 744373440 1441949703 2000000 0000 3366925 34798942 34234096 100 0564846 1129692 NR
21 744004321 1440022519 1850000 0000 35552388 36763962 36158175 100 0654905 1211574 NR
22 743332060 1439408223 650000 80000 36789949 36869949 37214709 37294709 37042329 100 0653476 344760 500
23 743131962 1438381885 650000 90000 37872283 37962283 38203956 38293956 3808312 100 0510267 241673 500
24 743369906 1437606168 650000 80000 3872158 3880158 38984098 39064098 38892839 100 0403873 182518 500
25 743140818 1434618981 650000 80000 41577119 41657119 42102188 42182188 41879654 100 0807798 445069 500
26 743849013 1433756014 650000 80000 42533322 42613322 43292137 43372137 4295273 100 1167407 678815 500
27 743543081 1433053656 1000000 50000 43623076 43673076 43695965 43745965 43684521 100 0072889 22889 444
28 743437882 1432788035 1500000 35000 43857757 43892757 44047549 44082549 43970153 100 0126529 154792 296
29 742990634 1431918113 650000 80000 44552102 44632102 45221215 45301215 44926659 100 1029404 589113 500
30 743378245 1431231312 800000 60000 45471027 45531027 45852463 45912463 45691745 100 0476795 321436 500
31 744112465 1430752123 1250000 40000 46085375 46125375 46973285 47013285 4654933 100 0710328 847910 356
32 744764692 1428655960 3000000 0000 48472603 48981424 48727014 100 0169607 508821 NR
33 745284136 1427637715 1000000 50000 49663752 49713752 50022825 50072825 49868289 100 0359073 309073 444
34 746912338 1426123512 1500000 35000 51414087 51449087 52661469 52696469 52055278 100 0831589 1212382 296
35 746915056 1424589131 1500000 40000 53370289 53410289 53697587 53737587 53553938 100 0218198 287298 296
36 747168961 1423449676 1000000 80000 54451386 54531386 54906278 54986278 54718832 100 0454892 374892 444
37 747885530 1422486573 700000 90000 55452906 55542906 56230828 56320828 55886867 100 1111318 687922 500
38 747192790 1420931769 800000 90000 57245636 57335636 57771427 57861427 57553532 100 0657239 435791 500
39 747501723 1419455025 1500000 60000 58924912 58984912 59129055 59189055 59056984 100 0136095 144143 296
40 747845956 1418489152 1000000 100000 59884768 59984768 60179491 60279491 6008213 100 0294723 194723 444
41 747914224 1417492450 1000000 100000 60894232 60994232 61167454 61267454 61080843 100 0273222 173222 444
42 748138459 1416817159 2000000 0000 61626882 61956929 61791906 100 0165023 330047 NR
43 749431291 1414416902 2000000 0000 63726881 65233256 64480069 100 0753188 1506375 NR
44 752964762 1413174193 500000 90000 6751982 6760982 68469284 68559284 68039552 100 1898928 859464 500
45 752009286 1411806338 650000 80000 69259851 69339851 69762688 69842688 6955127 100 0773594 422837 500
46 752241096 1409585800 650000 90000 71357865 71447865 72057219 72147219 71752542 100 107593 609354 500
47 750659199 1408433669 2000000 0000 7319718 74155528 73676354 100 0479174 958348 NR
48 749961361 1407060565 1000000 50000 74888433 74938433 75463741 75513741 75201087 100 0575308 525308 444
49 750274572 1404037511 650000 90000 77949989 78039989 78418346 78508346 78229168 100 072055 378357 500
50 751063186 1403281933 2000000 0000 79166063 79465767 79315915 100 0149852 299704 NR
51 752893204 1402023896 750000 70000 81379001 81449001 81623142 81693142 81536072 100 0325522 174141 500
52 753784701 1400840393 650000 100000 82888314 82988314 83046923 83146923 83017619 100 0244014 58609 500
An
ne
xure
-2
Horizontal Curve Details
eStart Chainage of End Chainage of
HIP ChainageDesign
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
40
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41
50
Transition Curve Curve Transitione
Start Chainage of End Chainage ofHIP Chainage
Design
Speed VΔ Lc
Transition
Length Ls
Max restricted Superelevation
Sl No Easting X Northing Y Radius
53 754078968 1400164094 1000000 50000 83647126 83697126 83813305 83863305 83755216 100 0166179 116179 444
54 754689562 1399230721 650000 90000 84593816 84683816 85048206 85138206 84866011 100 0699062 364390 500
55 755808565 1398863651 1000000 0000 858595 86215009 86037255 100 0355509 355509 444
56 757077887 1397879082 2000000 0000 8747137 87811346 87641358 100 0169988 339976 NR
57 757488385 1397430488 2000000 0000 88215531 88282492 88249012 100 003348 66961 NR
58 758786973 1396103449 2000000 0000 89175912 90916621 90046267 100 0870355 1740709 NR
59 760836145 1396255613 5000000 0000 91963858 92119391 92041625 100 0031107 155533 NR
60 762910332 1396344888 2000000 0000 93959962 94274836 94117399 100 0157437 314874 NR
61 764242282 1396615513 2000000 0000 95293277 95658184 95475731 100 0182453 364907 NR
62 766376879 1396653934 5000000 0000 97275271 97944059 97609665 100 0133758 668788 NR
63 769210790 1397087326 5000000 0000 9968675 10125238 100469565 100 0313126 1565630 NR
64 772684423 1396521865 5000000 0000 1031119 104835745 103973823 100 0344769 1723845 NR
65 774056052 1396776278 2000000 0000 105234161 105485918 10536004 100 0125879 251757 NR
66 774965788 1396837668 850000 65000 105993299 106058299 106476645 106541645 106267472 100 0568642 418346 500
67 776299358 1397796599 1500000 35000 107499164 107534164 108262906 108297906 107898535 100 0509162 728742 296
68 777043785 1399377357 1500000 35000 109302365 109337365 109931731 109966731 109634548 100 0419578 594366 296
69 777844317 1400092658 800000 90000 110451791 110541791 110862552 110952552 110702172 100 0513451 320761 500
70 778070518 1400682551 800000 90000 111188498 111278498 111385286 111475286 111331892 100 0245985 106788 500
71 778507113 1401346502 2000000 0000 11200745 112245364 112126407 100 0118957 237914 NR
72 778924577 1402153240 650000 80000 112850035 112930035 113137799 113217799 113033917 100 0442713 207764 500
73 779777632 1402835110 650000 85000 113943905 114028905 114220611 114305611 114124758 100 0425702 191706 500
74 780520723 1404234387 1500000 100000 115517949 115617949 115799239 115899239 115708594 100 0187526 181290 296
75 780804115 1405129011 800000 80000 116513872 116593872 116700038 116780038 116646955 100 0232707 106166 500
76 781524479 1406364047 2000000 0000 117994011 118159347 118076679 100 0082668 165336 NR
77 782060678 1407404880 450000 115000 11891924 11903424 119434918 119549918 119234579 100 1145952 400678 500
78 783041313 1407432966 650000 80000 119845355 119925355 12044915 12052915 120187253 100 0928914 523795 500
79 783692233 1408196526 850000 90000 120696425 120786425 121516581 121606581 121151503 100 0964889 730156 500
80 784862508 1408149298 3000000 0000 122119697 122477582 12229864 100 0119295 357885 NR
81 787800494 1408325829 2500000 0000 123831583 126399419 125115501 100 1027134 2567836 NR
82 790296287 1404706357 4000000 0000 128684443 130073101 129378772 100 0347164 1388658 NR
83 793499543 1402419736 5000000 0000 131736628 134780507 133258568 100 0608776 3043879 NR
84 794624043 1399311199 1200000 67000 135874595 135941595 137012428 137079428 136477012 100 0948195 1070833 370
85 798283200 1398252764 1500000 55000 139517933 139572933 140841454 140896454 140207194 100 0882347 1268521 296
86 799385625 1398971605 800000 90000 141087314 141177314 141760961 141850961 141469138 100 0842059 583647 500
87 800790478 1398646865 3000000 0000 14255875 143233889 14289632 100 0225046 675139 NR
88 803021053 1398612954 2000000 0000 144851857 145396198 145124028 100 0272171 544341 NR
89 804753174 1398117089 800000 65000 146501503 146566503 147239361 147304361 146902932 100 0922323 672858 500
90 807476420 1400104230 1850000 0000 149743364 150738023 150240694 100 0537654 994659 NR
91 809345391 1400286652 3000000 0000 151167048 152987383 152077216 100 0606778 1820335 NR
92 813294280 1403640360 3000000 0000 156762599 15768811 157225355 100 0308504 925511 NR
93 814413110 1405432010 600000 0000 159108841 159539547 159324194 100 0717843 430706 500
94 814282316 1406244416 2000000 0000 159779117 16048799 160133554 100 0354436 708873 NR
95 814650674 1408111284 2000000 0000 161752195 162309485 16203084 100 0278645 557290 NR
96 815605589 1409975185 2500000 0000 162958952 165138277 164048615 100 087173 2179325 NR
97 813929483 1413958702 2000000 0000 16719548 169207198 168201339 100 1005859 2011718 NR
98 815594587 1416353397 2500000 0000 169695526 17213723 170916378 100 0976682 2441704 NR
99 814498917 1419212299 400000 115000 173728122 173843122 173899312 174014312 173871217 100 0427975 56190 500
100 814507756 1419626858 1000000 80000 1740819 1741619 174409177 174489177 174285539 100 0327277 247277 444
101 814270960 1420557255 1000000 80000 17488232 17496232 175513558 175593558 175237939 100 0631238 551238 444
102 814606225 1421497444 1000000 80000 17597855 17605855 176396401 176476401 176227476 100 0417851 337851 444
103 814570370 1422291998 5000000 0000 176950223 177092414 177021319 100 0028438 142191 NR
104 814534451 1423147511 1000000 80000 177494969 177574969 178162952 178242952 177868961 100 0667983 587983 444
105 814121069 1423670800 1000000 80000 178370371 178450371 178603651 178683651 178527011 100 023328 153280 444
106 813726706 1424454928 2000000 0000 17932652 179482676 179404598 100 0078078 156156 NR
An
ne
xure
-2
41