Cholopuram -Thanjavur Highway Project (NH-45C)

Cholopuram -Thanjavur Highway Project (NH-45C)

MPR APRIL 2020

Table of Content

Table of Content .......................................................................................................... 02 List of Tables ................................................................................................................. 03 List of Figures ............................................................................................................... 03 Executive Summary ...................................................................................................... 04 Project Synopsis ........................................................................................................... 04 1. Background and Project Details ......................................................................... 09 1.1. Project Overview.......................................................................................... 09 1.2. Salient Project Features .............................................................................. 10 1.3. Contractual Project Milestones .................................................................. 11 1.4. Payment Milestones During Construction Period..................................... 11 1.5. Permits & Approvals..................................................................................... 12 2. Right of Way Status ........................................................................................... 13 2.1. Land Acquisition .......................................................................................... 13 2.2. Removal of Religious Structures................................................................. 16 2.3. Shifting of Utilities and Electrical HT/LT Lines ........................................... 16 2.4. Tree felling........................................................................................... 17 3. Progress Briefing – Contractor Activities ........................................................ 40 3.1. Pre-Construction Activities .......................................................................... 40 4. Physical Progress of Work ................................................................................ 41 4.1. Physical Progress of Work ............................................................................ 41 5. Financial & Physical Progress of Work.............................................................. 67 6. Quality Control and Quality Assurance ............................................................ 69 6.1. List of Lab Equipment’s ................................................................................. 69 6.2. Quality Control Test Summary ..................................................................... 73 7. Weather Report.................................................................................................... 79 8. Safety .................................................................................................................. 80 9. Support required from NHAI ............................................................................. 81 10. Important Events................................................................................................... 83 11. Organization Chart................................................................................................ 84 12. List of Plants, Machinery and Equipments.......................................................... 87 13 Change of Scope Proposals ................................................................................ 88 14 Details of Correspondences................................................................................ 89 15 Progress Photographs........................................................................................ 94

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MPR APRIL 2020

List of Tables Table 1.1: Details of Project Alignment 07 Table 2.1-1: Details of proposed ROW as per Schedule-A 13 Table 2.1-2: Status of Land Acquisition 13 Table 2.1-3: Compensation disbursement for land 14 Table 2.1-4: Compensation disbursement for Structures 14 Table 2.1-5: Details of Stretches under Hindrance 14 Table 2.1-6: Hindrance Photographs 19 Table 2.2-1: Status of Removal of Religious structures 16 Table 2.3-1: Status of sanction of Estimates - Relocation of RWS Pipe Line 16 Table 2.3-2: Status of sanction of Estimates- Electrical Lines Relocation 16 Table 2.3-3: Status of Utility Relocation 16 Table 2.4-1: Status of Tree Cutting 17 Table 3.1-1: Status of Design and Drawings -Highway 40 Table 3.1-2: Status of Design and Drawings - Structures 40 Table 4.1 : Physical Progress of Works 41 Table 4.2 : Strip Chart for Highway Works 45 Table 4.3 - 1 : Strip Chart for status of Box Culverts on Existing Road 58 Table 4.3 - 2 : Strip Chart for status of Box Culverts on Bypass 59 Table 4.3 - 3 : Strip Chart for status of MNB 60 Table 4.3 - 4 : Strip Chart for status of PUP 62 Table 4.3 - 5 : Strip Chart for status of MNB 63 Table 4.3 - 6 : Strip Chart for status of FLYOVER 64 Table 4.3 - 7 : Strip Chart for status of VUP 65 Table 4.3 - 8 : Strip Chart for status of ROB 66 Table 6.1 - 1 QA/QC Lab Equipment at Pateeswaram Lab 69 Table 6.2-1: Summary of Quality Control Tests 74 Table 10.1 : Details of Important Events 83 Table 12.1 - List of Plants, Machinery and Equipment's 87 Table 13.1 - Status of Change of Scope Proposals 88 Table 14.1. - Concessionaire to NHAI 90 Table 14.2. - NHAI to Concessionaire 91 Table 14.3. - Concessionaire to Independent Engineer 92 Table 14.4. - Independent Engineer to Concessionaire 93 List of Figures

Figure 1 : Project Location Map 05 Figure 2 : Project Alignment Map 06 Figure 3a : Financial Progress - Planned vs Achieved 68 Figure 3b : Physical Progress - Planned vs Achieved 68 Figure 4 : Organization Chart - EPC Team 85 Figure 5 : Organization Chart - SPV Team 86

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MPR APRIL 2020

Executive Summary

The old National Highway (NH -36) runs through the state of Tamil Nadu. The project road is part of the 168 km long Vikravandi to Thanjavur section of the existing National Highway 36 (NH-36). Recently MORTH has amended the number and Length of the National Highways. The old NH 12 in the state of Tamil Nadu has become the part of the New National Highway 45C. It links Chennai with Thanjavur and is 418 km long. The Cholopuram to Thanjavur section of NH-45C is an important link to connect Metropolitan city of Chennai to religious and tourist places of Kumbakonam, Thanjavur, Tiruchirapalli. The project is also expected to provide improved connectivity to other religious places & other major cities like Thanjavur, Rameswaram, Madurai, Tiruchirappalli, etc.

Project Synopsis The Government of India had entrusted to the National Highway Authority of India (NHAI) the development, maintenance and management of National Highway No. 45C including the section from km 116.440 to Km 164.275 (approx. 47.835 Km). The Authority had resolved to augment for four Laning of Cholopuram - Thanjavur from Km 116.440 to Km 164.275 section of NH - 45C in the State of Tamilnadu under NHDP Phase-IV on “Hybrid Annuity” basis. The scope of work will broadly include rehabilitation, upgradation and widening of the existing carriageway to four - lane standards with construction of new pavement, rehabilitation of existing pavement, construction and/or rehabilitation of major and minor bridges, culverts, road intersections, interchanges, drains etc. Including those prescribed in the Concession Agreement and its Schedule and the operation and maintenance itself. The map of project road is given in Figures below. The details of habitations are given in table - 01.

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MPR APRIL 2020

Figure 1: Project Location Map

Table- 01: Details of Project Alignments

5

RO

B

Min

or B

ridg

e(M

B)

Maj

or B

ridg

e(M

JB)

30-0

9-20

18PC

THP/

NH

AI/

TN/0

01

Str

ip P

lan

- C

holo

pura

m t

o Th

anja

vur

Hig

hway

Pro

ject

Veh

icle

Und

er P

ass

(LVU

P/VU

P)LE

GEN

D:

Gra

de S

epar

ated

Str

uctu

re

STR

IP P

LAN

- C

HO

LAP

UR

AM

TO

TH

AN

JAV

UR

HIG

HW

AY

PR

OJE

CT

OF

NH

45 C

Sal

ient

Fea

ture

s of

Pro

ject

:

Sl

No

Des

crip

tion

Uni

tSco

pe

1. 2. 3. 4.

Tota

l Len

gth

of P

roje

ctLe

ngth

of

Wid

enin

g Po

rtio

nLe

ngth

of Byp

ass

Cul

vert

sBox

Cul

vert

Km

Nos

.

47.8

35

74

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b Cul

vert

Sl

No

Des

crip

tion

Uni

t

6. 7. 8.

Min

or B

ridg

eM

ajor

Bridg

eVU

P/PU

PG

rade

Sep

arat

ed S

truc

ture

RO

B

Nos

.N

os.

Nos

.

Nos

.

29 59 06 06

Min

or I

nter

sect

ion

Sl

No

Des

crip

tion

Uni

t

11.

12.

13.

Bus

Bay

s an

d She

lters

Nos

.N

os.

Nos

.

22 20 05

Maj

or I

nter

sect

ion

Leng

th o

f se

rvic

e/Slip

Roa

d

Km

Km

Km

Nos

.12

Nos

.01

15.3

3532

.000

27.1

005.

9. 10.

Sco

peSco

pe

Des

ign

Cha

inag

e:

Exist

ing

Cha

inag

e:

117+600(112+160)

116+440(111+000)

120+000(114+700)

VUP@Km:126+100

VUP@Km:126+600

VUP@Km:128+700

VUP@Km:130+335

VUP@Km:131+500

MJB@ Km:131+963(Repairing)

MB @ 117+764 (N)

MB @ 118+217 (N)

MB @ 118+400 (N)

MB@118+480 (N)

MB@118+539 (N)

MB@118+919 (N)

MB@121+024(W)

MB@122+046 (W)

MB@126+134 (N)

GSI @ Km:117+600

GSI @ Km:120+000

GSI @Km:127+300

CH

OL

AP

UR

AM

BY

PA

SS

163+600(164+000)

164+275(164+615)

VUP@Km:156+446

MJB@ Km:156+559 (N)

MJB@ Km:161+019 (N)

MB@152+876 (N)

MB@153+263 (N)

MB@153+528 (N)

MB@153+939 (N)

MB@154+626 (N)

MB@154+739 (N)

MB@155+049 (N)

MB@156+014 (N)

MB@156+216 (N)

MB@156+336 (N)

MB@156+707 (N)

MB@157+458 (N)

MB@157+494 (N)

MB@158+128 (N)

MB@158+972 (N)

MB@159+076 (N)

MB@159+522 (N)

MB@159+723 (N)

MB@161+208 (N)

MB@162+595 (N)

MB@159+801 (N)

GSI @ Km:157+100

MATCH LINE A-A

134+000(128+740)

VUP@Km:136+282

VUP@Km:138+720

VUP@Km:139+440

VUP@Km:141+450

PUP@Km:147+917

PUP@Km:149+988

MJB@ Km:146+902(N)

MJB@ Km:148+017 (N)

MJB@ Km:149+334 (N)

MB@133+345 (W)

MB@134+320 (N)

MB@134+770 (N)

MB@136+705 (N)

MB@138+555 (N)

MB@138+901 (N)

MB@139+105 (N)

MB@139+453 (N)

MB@139+299 (N)

MB@140+605 (N)

MB@140+860 (N)

MB@141+164 (N)

MB@141+445 (N)

MB@141+727 (N)

MB@142+204 (N)

MB@142+657 (N)

MB@142+897 (N)

MB@143+115 (N)

MB@143+823 (N)

MB@144+000 (N)

MB@144+880 (N)

MB@146+639 (N)

MB@147+396 (N)

MB@148+580 (N)

MB@149+940 (N)

MB@149+997 (N)

120+000

ROB @ 134+345

GSI @ Km:134+000

GSI @ Km:145+140

PA

PP

AN

ASA

M B

YP

ASS

MATCH LINE A-A

PA

PP

AN

ASA

M B

YP

ASS

MATCH LINE B-B

MATCH LINE B-B

CH

EN

NA

IT

HA

NJA

VU

R

Toll

Plaz

a

Toll Plaza@Km:152+00

14.

Toll

Plaz

aN

os.

01

Start of CholopuramBypass

End of CholopuramBypass

Village Road

Village Road

Kumbakonam

Kum

bako

nam

Road

Bypas

s

DevanacheriNeelathanallur Road

Road

Thanjavur-Thiruvaiyaru(SH22)

Thiruvalanjuli

Road

Patteshwaram Road

Sundaraperumal

kovil

Papanasam Road

Papanasam Road

Saliyamangalam Road

Cho

lapu

ram

Byp

ass

Sl

No

Des

crip

tion

Uni

tQ

uant

ity

1. 2. 3. 4. 5.

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ajor

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P/LV

UP

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de S

epar

ator

Nos

.N

os.

Nos

.N

os.

Nos

.

Km

:117

+60

0 to

120

+00

0 06 - - 021

Papa

nasa

m B

ypas

s

Sl

No

Des

crip

tion

Uni

tQ

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ity

1. 2. 3. 4. 5.

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P/PU

P

Gra

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epar

ator

Nos

.N

os.

Nos

.N

os.

Nos

.

Km

:134

+00

0 to

163

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0 46 05 07 0345

Wid

enin

g of

Exi

stin

g Roa

d

Sl

No

Des

crip

tion

Uni

tQ

uant

ity

1. 2. 3. 4. 5.

Cul

vert

Min

or B

ridg

eM

ajor

Bridg

eVU

P/PU

P

Gra

de S

epar

ator

Nos

.N

os.

Nos

.N

os.

Nos

.

Km

:116

+44

0 to

117

+60

0 07 01 05 0157

Km

:120

+00

0 to

134

+00

0Km

:163

+60

0 to

164

+27

5

6.RO

BN

os.

01 Rec

onst

ruct

ion

of E

xist

ing

Roa

dByp

ass/

New

cons

truc

tion

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MPR APRIL 2020

Sr. no. Design Chainage (Km) Length

(Km) TCS Type Remarks

From To

1 116.440 117.200 0.760 Type-B (Fig 2.6 of the manual)

without service road Concentric widening

2 117.200 117.900 0.700 Figure 7.8- Grade separator and its

approaches with RE wall and both side 7.5 m wide Slip road

3 117.900 119.600 1.700 Type-A-3 (Fig 2.4 of the manual) Bypass





6 122.000 125.300 3.300 Type-A-3 (Fig 2.4 of the manual) Eccentric widening





9 127.700 128.300 0.600 Type-B (Fig 2.6 of the manual) without service road

Concentric widening











15 131.850 132.100 0.250 Type-A-3 (Fig 2.4 of the manual) Eccentric widening











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MPR APRIL 2020

Sr. no. Design Chainage (Km) Length

(Km) TCS Type Remarks

From To

22 139.750 141.100 1.350 Type-A-3 (Fig 2.4 of the manual)

Bypass













31 152.700 153.300 0.600 Toll Plaza





Total Length 47.835

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MPR APRIL 2020

1. Background and Project Details

1.1. Project Overview

Name of Work

Four Laning of Cholopuram-Thanjavur from km. 116.440 to Km.164.275 of NH-45C under NHDP-IV on Hybrid Annuity Mode Basis

Name of Employer

National Highways Authority of India (NHAI) G-5 & 6, Sector-10, Dwarka, New Delhi -110075

Name of Concessionaire

Patel Cholopuram-Thanjavur Highway Pvt Ltd, Patel House, Beside Prakruti Resorts, Chanani Road, Vadodara. Gujarat– 391740 Tel: +91-265 277 6678 Fax: +91-265 277 7878

Independent Engineer

M/s. Theme Engineering Services Pvt. Ltd, 8, Thomaiyammal Nagar, 6th Street, R.S College (Post), Thanjavur-613005.

EPC Contractor

M/s. Patel Infrastructure Limited, Patel House, Beside Prakruti Resorts, Chanani Road,Vadodara Gujarat– 391740, Tel: +91-265 277 6678 Fax: +91-265 277 7878

Design Consultant CTL Global Services Pvt. Ltd. 101, IST Floor, Krishna Chambers, HAL, Airport Road, Bangalore-560017

Senior Lender Punjab National Bank, Large Corporate Branch, Neelkamal Building, Opp. Sales India, Ashram Road, Ahmedabad - 380009

Lenders Independent Engineers Sharul Techno-Financial Consultancy Services Pvt. Ltd., 403, Aspire Tower 5, Amanora Park Town, Hadapsar, Pune - 411028.

Length of Road (Design Length) 47.835 Kms.

Total Bid Cost Rs. 1345.60 Crores (as per concession agreement)

Date of Concession Agreement October 12, 2017

Concession Period 17 Years ( Construction Period 2 Years from Appointed date, Operation period 15 years from COD)

Appointed Date 06.09.2018

Construction Period 02 years from Appointed date

Completion Date 04.09.2020

Completion Date as per 1st IEOT 10.06.2021

Maintenance Period 15 years from COD

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MPR APRIL 2020

1.2. Salient Project Features

Besides the construction of new carriageways and widening and strengthening of existing carriageways, the following table summaries the major elements of the project construction:

4 - Lane Divided Carriage Way 47.835 Kms

Service Road/ Slip Road 27.100 Kms

Major Bridge 06 Nos.

Minor Bridge 56 Nos.

Grade Separate Intersection 06 Nos.

Vehicular Underpass 10 Nos.

Pedestrian Underpass 02 Nos.

Rail-road Bridges 01 Nos

Box Culverts 74 Nos.

Slab Culverts 29 Nos.

Major Intersections 20 Nos.

Minor Intersections 22 Nos.

Bus Bays 05 Nos.

Rest Area 01 Nos

Toll Plaza 01 Nos.

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MPR APRIL 2020

1.3. Contractual Project Milestones

Following is a listing of the Key Project Milestones:

Mile Stone Description Target Date

Revised Target date as per

recommended EOT

Mile Stone-I

Concessionaire shall expended not less than 20 % of the Total capital cost and shall have commenced construction of the project and achieved 20% of physical progress on 214th day from the Appointed Date.

07th April 2019

11th January 2019

Mile Stone-II

Concessionaire shall expended not less than 35% of the Total capital cost and shall have commenced construction of the project and achieved 35% of physical progress on 334th day from the Appointed Date

05th August 2019 10th May 2020

Mile Stone-III

Concessionaire shall expended not less than 75 % of the Total capital cost and shall have commenced construction of the project and achieved 75% of physical progress on 584th day from the Appointed Date

11th April 2020

15th January 2021

Scheduled Completion

Concessionaire shall have completed Project on 730th day from the Appointed Date

04th September

2020

10th June 2021

1.4. Payment milestone during Construction Period

Payment Milestone Eligibility Criteria Payment Amount (Rs.)

Milestone-I On Achievement of 10% of Physical Progress 107.65 Crs.

Milestone-II On Achievement of 30% of Physical Progress 107.65 Crs.

Milestone-III On Achievement of 50% of Physical Progress 107.65 Crs.

Milestone-IV On Achievement of 75% of Physical Progress 107.65 Crs.

Milestone-V On Achievement of 90% of Physical Progress 107.65 Crs.

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MPR APRIL 2020

1.5. Permits & Approvals

Sr. No. Details Authority Current Status Remarks

1 Extraction of

Boulders from Quarries

Dist. Mining Officer Obtained PIL (EPC Contractor) have

engaged Agate Infra Engineering for supply of boulders that is having a valid license for extraction of boulders and other required permission for the quarry at Kalpadi Village, Perambalur District.

2 Installation of Crusher

Village Panchayat Head Obtained

3 -----D O------ Pollution Control Board Obtained

4 Use of Explosives Dist. Collector Obtained

5 Labour License Labour Commissioner Obtained

6 Environmental Clearance NA

7 Trees Cutting Permission

Forest department through NHAI Obtained

Work in Progress ( Permission for removal of Teak

wood trees is awaited )

8 Electric Poles Shifting

Tamil Nadu Electricity Board Obtained Work in Progress

9 Water Pipes Shifting

Tamil Nadu Water Supply and

Drainage Board Obtained Work in Progress

10 Drawing Water

from river/ reservoir

- NA -

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MPR APRIL 2020

2. Right of Way Status

2.1. Land Acquisition

As per the Schedule – A of Concession Agreement, the Proposed Right of Way (ROW) is of 45 & 60 meters as per table below.

Table 2.1-1: Details of proposed ROW as per Schedule-A

Design Chainage (Km) Design Length (Km) Width (m) Remarks

(i) Full Right of Way (full width)

Stretch 116.440 to 117.600 1.160 30 Within 15 (Fifteen) days

from the date of Agreement.

Stretch 117.600 to 120.000 2.400 60

Stretch 120.000 to 134.000 14.000 30

Stretch 134.000 to 164.275 30.280 60 Total Length 47.835

,

Balance Right of way (width)

Design Chainage (Km)

Design Length (Km)

Width (m)

Within 90 (Ninety) days of the

Appointed date

Stretch 116.440 to 117.600 1.160 30

Stretch 120.000 to 120.340 0.34 20 Stretch 124.700 to 126.100 1.40 20 Stretch 126. 700 to 127 .655 0.95 20 Stretch 130.600 to 134.000 3.40 20

Total Length 7.250 Besides this, the Authority has to acquire additional land at Toll plaza location, Bus bays, turning radius at Major junctions.

Table 2.1-2: Status of Land Acquisition as per Site Condition

Sl. No. Description Unit Present Status Remarks

A ) Total Length of the Project Highway Km 47.835 i) Use of Existing Road Portion Km 15.835 ii) Proposed Bypass / Realignment portion Km 32.000

B ) Hindered Length i) LA Pending/Land under disputes Km 7.540

ii) Existing Buildings Km 2.480 iii) Pending for Disbursement of Payment Km 4.735 iv) Electrical Lines Km 3.610 v) Rural Water Supply lines Km 10.580

C ) Net Hindered Length (both Side) Km 7.975 D ) Total Project Length (both Side) Km 47.835 E ) % Hindered Length % 16.67%

There has been increase in the Hindered length due to Diversion not possible at RE Wall stretches as Land not yet made available. The details of land acquisition status and available hindrances are produced on a strip chart under section 04.

The status of compensation disbursed is as below: -

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MPR APRIL 2020

Table 2.1-3:Compensation disbursement for land

Sr. No.

Name of the District

Total No. of Land cases

Amount paid (in Nos.)

Balance to be Paid (in Nos.) Remarks

1 Thanjavur 1467 1074 393

Total in Nos. 1467 1074 393

Total in % 73.21% 26.79%

Table 2.1-4 - Compensation disbursement for Structures

Sr. No.


Total No. of structures

Amount paid (in Nos)

Balance to be Paid (in Nos) Remarks

1 Thanjavur 813 662 151

Total in Nos 813 662 151

Total in % 81.43% 18.57%

The details of Chainages under hindrance due to such balance compensation issues to their land owners, structure payment issues, standing crops, water pipe lines etc. are as below –

1) Details of Stretches Under Hindrance (BHS):-

Table 2.1-5 A- Details of Stretches Under Hindrance (BHS)

S. No

Chainage Length (km)

Net Affected Length (Km)

Side Remarks

From To

1 116.440 117.600 1.16 1.16 BHS Land not handed over by the Authority

2 117.600 117.732 0.13 0.13 BHS

Obstruction/Hindrance due to delay in Shifting of pipeline for existence and consequences effect of LA hindrance exists along the project highways.

3 117.732 117.754 0.02 0.02 BHS Encumbrance due to Delay in NOC from PWD/WRO, Govt of TN- Existing Ponds.

4 120.000 120.340 0.34 0.34 BHS

RE Wall Location - Diversion Issues. (i)Compensation not yet Paid for the Lands & Existing Buildings, (ii)NOC pending for existing pond on 120+200 to 120+242 to be cleared, (iii)Temples (Km 120+180) Compensation to be paid (iv)RHS -Temple (Km120+200) Compensation to be paid,

5 120.340 120.721 0.38 0.38 BHS

Obstruction/Hindrance due to delay in Shifting of pipeline for existence and consequences effect of hindrance exists along the project highways

6 124.880 125.370 0.49 0.49 BHS Compensation pending for huts & RCC & Tacked roof buildings on poramboke land.

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MPR APRIL 2020

7 125.370 125.450 0.08 0.08 BHS Compensation pending for huts & RCC & Tached roof buildings on poramboke land are pending.

8 125.580 125.750 0.17 0.17 BHS Compensation pending for huts & RCC & Tached roof buildings on poramboke land are pending.

9 127.000 127.200 0.20 0.20 BHS

(i) Compensation pending towards the land & existing buildings,(ii)NOC pending for Existing pond at Km 126+675 to Km 126 +772,iii)RHS-127+300 Anuj Tiles showroom to be removed, Temple (Km 126+870)compensation not yet paid (iv) Delay in payment of supervision charges Melakaveri - Chettimandapam section- paid on 22.11.2019

10 128.700 129.100 0.40 0.20 RHS

Obstruction/Hindrance due to delay in Shifting of pipeline for existence and consequences effect of hindrance exists along the project highways.

11 130.270 130.330 0.06 0.06 BHS Compensation pending for Existing Buildings, Poramboke houses.

12 131.850 133.610 1.76 1.76 BHS

RE Wall Location- Diversion Issues Compensation not yet paid for land & Structures, Poramboke houses (5 Buildings), Temple (Km 133+180) Compensation yet to be paid,

13 133.610 134.000 0.39 0.39 BHS

RE Wall Location-Diversion Issues (i) Compensation Not yet paid for Land & Structures, (iii) RHS-NOC pending for Existing pond at Km 133+756 to Km 133+814

14 138.200 138.600 0.40 0.40 BHS Land on dispute -Court Issue (Mr.Dharmalingam & Mr.Shanmugam)

15 138.600 139.070 0.47 0.47 BHS

RE Wall Location - Payment issues, compensation pending. Land on dispute -Court Case- Mr.Dharmalinga, Mr.Rajini , Mr.Nagaraj),

16 146.550 147.000 0.45 0.45 BHS Obstruction of exiting irrigation canal needs to be relocated.

17 147.850 148.100 0.25 0.25 BHS Obstruction of exiting irrigation canal needs to be relocated.

18 154.400 154.900 0.50 0.50 BHS

(I)Obstruction of exiting irrigation canal needs to be relocated. (II)All the landowners in the Vaiyacheri village has requested for revaluation and the award of the same was passed, and the payment to be cleared.

19 156.200 156.500 0.30 0.30 BHS Hindrance due to teak wood trees.

20 161.000 161.220 0.22 0.22 BHS LA issues - Owner name Ms Tamil selvei - Under litigation with Court.

Total Hindered Length BHS (Km) 7.975

15

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12

CH

INN

APO

NN

U4

8N

ot Paid

41

16

+5

10

11

6+

51

55

LHS

Manam

badi

HU

T SH

OP ,G

I SH

EET

HO

USE

2M

URU

GA

N,P

ALA

NIA

MM

A

L4

8/2

4N

ot Paid

GO

VT.

P

51

16

+5

15

11

6+

52

51

0LH

SM

anam

badi

RC

C, H

UT,

GI SH

EET

3N

EH

RU

, KA

YA

LVIL

ZH

I4

8N

ot Paid

GO

VT.

P

61

16

+5

20

11

6+

54

02

0RH

SM

anam

badi

HU

T3

SETT

U S

ON

S5

7/7

AN

ot Paid

JOIN

T PA

TTA

PRO

BLE

M

71

16

+5

25

11

6+

54

01

5LH

SM

anam

badi

RC

C, G

I SH

EET

24

8N

ot Paid

GO

VT.

P

81

16

+5

40

11

6+

56

02

0LH

SM

anam

badi

GI SH

ED

, RC

C H

OU

SE2

MA

LLIG

A4

8/4

Not Paid

GO

VT.

P

91

16

+5

70

11

6+

57

55

LHS

Manam

badi

GI SH

ED

1PIT

CH

A P

ILLA

I4

8N

ot Paid

GO

VT.

P

10

11

6+

58

01

16

+5

90

10

LHS

Manam

badi

RC

C H

OU

SE1

VA

LARM

ATH

I

,TH

IYA

GA

RA

JAN

48

Not Paid

GO

VT.

P

11

11

6+

59

01

16

+5

95

5LH

SM

anam

badi

HU

T , W

IRE F

EN

CIN

G2

ARU

MU

GA

M, SA

RA

SU4

8/2

A2

Not Paid

GO

VT.

P

12

11

6+

59

51

16

+6

10

15

LHS

Manam

badi

G+

1 R

CC

, 1

HEM

ALA

THA

, VEN

MA

NI

48

/2A

2N

ot Paid

GO

VT.

P

13

11

6+

61

51

16

+6

25

10

LHS

Manam

badi

GI SH

EET

1H

EM

ALA

THA

, VEN

MA

NI

48

/2A

2N

ot Paid

GO

VT.

P

14

11

6+

64

51

16

+6

55

10

LHS

Manam

badi

HU

T &

GI SH

EET

2

CH

ELL

AM

MA

L,

PO

NN

AM

MA

L,

SATH

YA

MO

ORTH

Y

49

/11

A,4

9/

11

BN

ot Paid

JOIN

T PA

TTA

PRO

BLE

M &

DO

CU

MEN

T PRO

BLE

M

15

11

6+

65

51

16

+6

60

5LH

SM

anam

badi

UTH

AM

AN

49

/7N

ot Paid

DO

CU

MEN

T PRO

BLE

M &

TO B

E S

UB D

IVID

ED

16

11

6+

66

01

16

+6

80

20

LHS

Manam

badi

LAN

D &

FLO

ORIN

G T

EM

PLE

2U

THA

MA

N4

9/9

Not Paid

DO

CU

MEN

T PRO

BLE

M &

TO B

E S

UB D

IVID

ED

17

11

6+

68

21

16

+6

90

8LH

SM

anam

badi

GI SH

EET

1C

HA

NRA

KA

LA,

KA

VIA

RA

SU4

9/7

A2

BN

ot Paid

DO

CU

MEN

T PRO

BLE

M &

TO B

E S

UB D

IVID

ED

18

11

6+

69

01

16

+7

10

20

LHS

Manam

badi

LAN

D W

ITH

TREES,

HU

T1

GU

NA

BA

L4

9/7

A2

BN

ot Paid

HO

USE

ON

LY P

AID

19

11

6+

69

01

16

+6

95

5RH

SM

anam

badi

MO

TOR S

HED

1M

OH

AM

MED

SU

LTA

NPaid

PA

ID &

NO

OBJE

CTI

ON

20

11

6+

71

01

16

+7

20

10

LHS

Manam

badi

RC

C G

REEN

HO

USE

1

21

11

6+

72

01

16

+7

25

5LH

SM

anam

badi

TILE

HO

USE

1

SELV

AD

URA

I1

27

/13

,14

,

15

,16

,17

Not Paid

PA

RTI

ALL

Y P

AID

22

11

6+

72

51

16

+7

35

10

LHS

Manam

badi

RC

C G

+1

1M

URU

GESA

N S

/O

GU

NN

DU

49

/11

2Paid

PA

ID U

ND

ER N

OTI

CE

PERIO

D

23

11

6+

73

51

16

+7

40

5LH

SM

anam

badi

RC

C G

+1

1M

INU

KA

CH

I4

9/1

H2

Paid

PA

ID U

ND

ER N

OTI

CE

PERIO

D

24

11

6+

75

01

16

+7

60

10

LHS

Manam

badi

RC

C P

ARTI

ALL

Y

CO

NST

RU

CYIO

N

1L.

GA

NA

SAN

49

/1G

Paid

PA

ID, REVA

LUA

TIO

N

APPLI

ED

25

11

6+

76

01

16

+7

70

10

LHS

Manam

badi

TILE

D &

RC

C H

OU

SE2

MU

THA

MM

AL

49

/1F

Paid

PA

ID U

ND

ER N

OTI

CE

PERIO

D

26

11

6+

77

01

16

+7

85

15

LHS

Manam

badi

GI SH

ED

, RC

C H

OU

SE2

BA

LAKRIS

HN

AN

49

/1D

2B,4

9

/1E2

Paid

PA

ID U

ND

ER N

OTI

CE

PERIO

D

27

11

6+

78

51

16

+8

05

20

LHS

Manam

badi

HU

T &

TIL

ED

HO

USE

2

GO

VIN

DA

SAM

Y,

SAM

IKA

NN

U,

CH

AN

DRA

N, SE

IGA

MA

NI

49

1D

2B

Not Paid

UN

PA

ID &

EN

QU

IRED

PRO

PO

SAL

IN P

RO

CESS

28

11

6+

78

51

16

+7

95

10

RH

SM

anam

badi

HU

T1

THA

NG

AM

AN

I, D

EVI

53

/10

Not Paid

GO

VT.

P

29

11

6+

79

51

16

+8

10

15

RH

SM

anam

badi

HU

T1

KA

NN

AIY

AN

53

/10

Not Paid

GO

VT.

P

30

11

6+

80

51

16

+8

25

20

LHS

Manam

badi

GI SH

ED

1PA

NN

ERSE

LVA

M, SA

KTH

I4

9/1

C2

Paid

PA

ID U

ND

ER N

OTI

CE

PERIO

D

31

11

6+

81

01

16

+8

15

5RH

SM

anam

badi

HU

T1

Not Paid

GO

VT.

P U

INPA

ID

32

11

6+

81

01

16

+8

15

5RH

SM

anam

badi

RC

C1

Not Paid

PA

TTA

UN

PA

ID

33

11

6+

81

51

16

+8

20

5RH

SM

anam

badi

HU

T1

Not Paid

GO

VT.

P U

INPA

ID

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

E

53

/10

Nam

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

MA

RIM

UTH

U

BA

BY

Ta

ble

2.1

.6 -

Hin

dra

nce

Ph

oto

gra

ph

s (3

0.0

4.2

02

0)

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

53

/10

MPR A

PRIL

20

20

16

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

34

11

6+

81

51

16

+8

20

5RH

SM

anam

badi

RC

C1

Not Paid

PA

TTA

UN

PA

ID

35

11

6+

82

51

16

+8

50

25

LHS

Manam

badi

2N

O.S

STR

.2

CH

INN

ATH

AM

BI,

CH

INN

AD

URA

I4

9/1

IN

ot Paid

UN

PA

ID &

REC

EN

TLY

SURVEY

36

11

6+

82

51

16

+8

40

15

RH

SM

anam

badi

REVA

THI, P

AN

DIY

AN

,

SELV

I, V

ELU

53

/10

Not Paid

2N

D P

AYM

EN

T U

NPA

ID

37

11

6+

86

01

16

+8

80

20

LHS

Manam

badi

PRIM

ARY S

CH

OO

L,

MA

HA

MA

RIY

AM

MA

N T

EM

PLE

2

RA

THN

AM

( N

ATT

AM

AI)

12

9/B

2Paid

GO

VT.

P

38

11

6+

87

51

16

+8

85

10

RH

SM

anam

badi

SMA

LL C

HU

RU

CH

WIT

H G

RIL

L

GA

TE1

THO

MA

S A

LWA

ED

ISO

N1

27

/19

Not Paid

2N

D P

AYM

EN

T U

NPA

ID

39

11

6+

88

01

16

+8

90

10

LHS

Manam

badi

HU

T-2

2

MU

RU

GA

N , K

AM

ARA

J1

29

/1E2

,12

9/2

A2

Paid

PA

ID U

ND

ER N

OTI

CE

PERIO

D

40

11

6+

88

51

16

+8

95

10

RH

SM

anam

badi

GI SH

EET

1D

EIV

ASA

GA

YA

M, LO

UIS

1

27

/15

AN

ot Paid

2N

D P

AYM

EN

T U

NPA

ID

41

11

6+

89

01

16

+9

00

10

LHS

Manam

badi

LAN

D O

NLY

1L.

GA

NA

SAN

12

9/6

Paid

PA

ID U

ND

ER N

OTI

CE

PERIO

D

42

11

6+

89

51

16

+9

05

10

RH

SM

anam

badi

GI SH

EET

1JO

SHPIN

AN

THO

NIA

MM

AL,

SEKA

R1

27

/11

AN

ot Paid

2N

D P

AYM

EN

T U

NPA

ID

43

11

6+

90

01

16

+9

10

10

LHS

Manam

badi

HU

T, R

CC

, TI

LE3

Not Paid

2N

D P

AYM

EN

T U

NPA

ID

44

11

6+

90

51

16

+9

15

10

RH

SM

anam

badi

GI SH

EET

1JO

SHPIN

AN

THO

NIA

MM

AL,

SEKA

R1

27

Not Paid

2N

D P

AYM

EN

T U

NPA

ID

45

11

6+

91

01

16

+9

20

10

LHS

Manam

badi

RC

C1

PIT

CH

A P

ILLA

I1

30

/1N

ot Paid

2N

D P

AYM

EN

T U

NPA

ID

46

11

6+

92

01

16

+9

25

5LH

SM

anam

badi

GI SH

EET

1BA

SKA

R1

30

/1A

,13

0

/1B

Not Paid

2N

D P

AYM

EN

T U

NPA

ID

47

11

6+

92

01

16

+9

30

10

RH

SM

anam

badi

RC

C1

11

7/5

C1

BPaid

PA

ID U

ND

ER N

OTI

CE

PERIO

D

48

11

6+

92

51

16

+9

40

15

LHS

Manam

badi

RC

C1

YESU

DO

SS1

30

/1A

1,

13

0/1

B1

Not Paid

2N

D P

AYM

EN

T U

NPA

ID

49

11

6+

93

51

16

+9

40

5RH

SM

anam

badi

HU

T1

RA

JAKU

MA

RN

ot Paid

UN

KN

OW

N S

TATU

S

50

11

6+

94

01

16

+9

55

15

LHS

Manam

badi

TILE

D H

OU

SE1

PRA

KA

SAM

13

0/1

Not Paid

2N

D P

AYM

EN

T U

NPA

ID

51

11

6+

94

01

16

+9

55

15

RH

SM

anam

badi

RC

C1

SIN

GRA

VELU

S/O

SHA

NM

UG

AM

10

4/1

C,1

27

/10

A1

Paid

PA

ID U

ND

ER N

OTI

CE

PERIO

D

52

11

6+

95

51

16

+9

60

5LH

SM

anam

badi

RC

C1

THA

NG

ARA

JU1

30

/1N

ot Paid

2N

D P

AYM

EN

T U

NPA

ID

53

11

6+

95

51

16

+9

65

10

RH

SM

anam

badi

RC

C1

BH

ARA

THI W

/O

TAM

ILSE

LVA

N

53

/11

A1

,

27

/9B2

APaid

PA

ID U

ND

ER N

OTI

CE

PERIO

D

54

11

7+

00

51

17

+0

10

5LH

SM

anam

badi

TNPC

TEM

PRO

RY G

OD

OW

N1

BA

LASU

BRA

MA

NIY

AN

12

1/1

8U

NKN

OW

N S

TATU

S

55

11

7+

01

01

17

+0

20

10

LHS

Manam

badi

HU

TSU

SAIA

MM

AL

12

1/1

3N

ot Paid

DO

CU

MEN

T PRO

BLE

M

56

11

7+

02

01

17

+0

25

5LH

SM

anam

badi

RC

C H

OU

SE1

CH

INN

ATH

AM

BI

12

1/1

2B

Not Paid

2N

D P

AYM

EN

T U

NPA

ID

57

11

7+

02

01

17

+0

80

60

RH

SM

anam

badi

FEN

CIN

G W

ITH

AC

SH

EET,

MA

RRIA

GE H

ALL

WIT

H G

+1

AC

SH

EET,

G+

1 T

ILE

CH

RU

CH

31

27

/10

D2

A,

12

7/1

0C

1Paid

DO

CU

MEN

T PEN

DIN

G

58

11

7+

02

51

17

+0

30

5LH

SM

anam

badi

HU

T1

RA

JAPPA

N1

21

/12

A2

Not Paid

2N

D P

AYM

EN

T U

NPA

ID

59

11

7+

03

51

17

+0

45

10

LHS

Manam

badi

TILE

D H

OU

SE1

GN

AN

APRA

KA

SAM

12

1/1

0N

ot Paid

DO

CU

MEN

T PRO

BLE

M

60

11

7+

04

51

17

+0

55

10

LHS

Manam

badi

GI SH

ED

1BH

AKIY

ASA

MY

12

1/1

2Paid

PA

ID

61

11

7+

04

51

17

+0

55

10

LHS

Manam

badi

LAN

D1

BH

AKIY

ASA

MY

12

1/1

2N

ot Paid

UN

PA

ID

62

11

7+

06

01

17

+0

70

10

LHS

Manam

badi

RC

C1

VA

SUD

EVA

N1

21

/7A

2Paid

REVA

LUTI

ON

APPLI

ED

UN

DER N

OTI

CE P

ERIO

D

63

11

7+

07

01

17

+0

95

25

LHS

Manam

badi

RC

C1

VA

SUD

EVA

N , V

AIR

AM

12

1/6

A2

Paid

PA

ID U

ND

ER N

OTI

CE

PERIO

D /

NO

OBJE

CTI

ON

64

11

7+

11

01

17

+1

25

15

RH

SM

anam

badi

TILE

,RC

C2

12

3N

ot Paid

JOIN

T PA

TTA

PRO

BLE

M

65

11

7+

15

01

17

+1

55

5LH

SM

anam

badi

NEW

CO

NST

RU

CTI

ON

BU

ILD

ING

1Paid

PA

ID /

NO

OBJE

CTI

ON

/

UN

DER D

ISM

AN

TLIN

G

66

11

7+

17

51

17

+1

85

10

LHS

Manam

badi

TILE

TEA

SH

OP

1A

NA

RKA

LI1

20

/20

Not Paid

2N

D P

AYM

EN

T U

NPA

ID

67

11

7+

17

51

17

+1

85

10

LHS

Manam

badi

TILE

TEA

SH

OP

1A

NA

RKA

LI1

20

/21

Not Paid

PA

ID A

PPLI

ED

FO

R

68

11

7+

18

51

17

+1

95

10

RH

SM

anam

badi

LAN

DN

ot Paid

UN

PA

ID /

DO

CU

MEN

T

PRO

BLE

M

53

/10

BA

BY

MPR A

PRIL

20

20

17

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

69

11

7+

19

01

17

+2

05

15

LHS

Manam

badi

HO

USE

+ 2

SH

OPS

3N

ot Paid

2N

D P

AYM

EN

T U

NPA

ID

70

11

7+

19

01

17

+2

15

25

RH

SM

anam

badi

VA

O O

FFIC

E, RA

TIO

N S

HO

P2

Paid

UN

PA

ID /

GO

VT.

STR

.

71

11

7+

21

51

17

+2

25

10

RH

SM

anam

badi

House

-Shop

2KA

MA

RA

J

S/O

.RA

MA

SAM

Y1

17

/15

Not Paid

UN

PA

ID /

DO

CU

MEN

T

PRO

BLE

M

72

11

7+

22

51

17

+2

35

10

RH

SM

anam

badi

MA

NG

LORE T

ILE H

OU

SE-4

NO

.S , H

UT

5RA

MA

SAM

Y1

17

/6H

Not Paid

2N

D P

AYM

EN

T U

NPA

ID /

TEM

PLE

LA

ND

ISS

UE

73

11

7+

23

51

17

+2

40

5RH

SM

anam

badi

RC

C

1SE

THU

RA

MA

N, RA

SU1

17

Paid

PA

ID /

TEM

PLE

LA

ND

ISS

UE

74

11

7+

24

51

17

+2

50

5RH

SM

anam

badi

RC

C , A

C S

HH

ET

2PERU

MA

L, S

IVA

LIN

GA

MPaid

PA

ID /

TEM

PLE

LA

ND

ISS

UE

75

11

7+

25

01

17

+2

60

10

RH

SM

anam

badi

HU

T &

TIL

ED

HO

USE

2N

ot Paid

2N

D P

AYM

EN

T U

NPA

ID

76

11

7+

26

01

17

+2

65

5RH

SM

anam

badi

HU

T &

TIL

ED

HO

USE

2JO

SEPH

1

17

/6B

Not Paid

2N

D P

AYM

EN

T U

NPA

ID

77

11

7+

27

01

17

+2

80

10

RH

SM

anam

badi

HU

T &

TIL

ED

HO

USE

1SU

BRA

MA

NI

Not Paid

2N

D P

AYM

EN

T U

NPA

ID

78

11

7+

28

01

17

+3

05

25

RH

SM

anam

badi

RC

C H

OU

SE1

PA

ULR

AJ

11

7/5

C2

AN

ot Paid

DO

CU

MEN

T PRO

BLE

M &

REVIE

W IN

LA

79

11

7+

31

01

17

+3

25

15

RH

SM

anam

badi

HU

T -

22

PA

NN

ERSE

LVA

M1

16

/7B1

Not Paid

2N

D P

AYM

EN

T U

NPA

ID/

PA

SSBO

OK P

RO

BLE

M

80

11

7+

34

51

17

+3

55

10

RH

SM

anam

badi

RC

C H

OU

SE1

STA

NIS

DA

S

S/O

.RA

THN

ASA

MY

11

6/4

Not Paid

2N

D P

AYM

EN

T U

NPA

ID

81

11

7+

36

01

17

+3

75

15

RH

SM

anam

badi

RO

OF &

RC

C H

OU

SE1

JOSH

AB S

/O.

ARO

KIY

ASA

MY

11

6/3

BN

ot Paid

2N

D P

AYM

EN

T U

NPA

ID

82

11

7+

39

01

17

+4

05

15

RH

SM

anam

badi

House

1RA

MA

MO

ORTH

Y1

16

/2A

Not Paid

PA

ID /

REVA

LUA

TIO

N

APPLI

ED

83

11

7+

54

51

17

+5

55

10

RH

SM

anam

badi

RC

C G

+1

1JE

SI W

/O P

AU

LRA

J 1

15

/4C

1B

Paid

PA

RTI

ALL

Y D

ISM

AN

TLED

84

11

7+

56

51

17

+5

85

20

RH

SM

anam

badi

RC

C G

+1

1A

RO

GIY

AM

ARY

Paid

PA

ID /

UN

DER N

OTI

CE

85

11

7+

58

01

17

+5

90

10

RH

SM

anam

badi

RC

C G

+1

1M

UTH

THA

MIL

SELV

I1

15

/51

BPaid

PA

ID /

UN

DER N

OTI

CE /

REVA

LUA

TIO

N A

PPLI

ED

86

11

7+

59

01

17

+6

00

10

RH

SM

anam

badi

TILE

, RC

C2

KU

LOTH

UN

GA

NPaid

PA

ID /

UN

DER N

OTI

CE /

REVA

LUA

TIO

N A

PPLI

ED

87

12

0+

00

01

20

+0

10

10

LHS

Vila

nth

aka

ndam

RC

C1

Ven

kate

shPaid

MPR A

PRIL

20

20

18

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

88

12

0+

09

01

20

+1

00

10

LHS

Vila

nth

aka

ndam

HU

T , 3

NO

S RC

C B

UIL

DIN

G ,

TILE

HO

USE

3

KA

SIN

ATH

AN

,

RA

MA

LIN

GA

M, RA

NJI

TH

KU

MA

R

13

4/1

B ,

13

4/1

AN

ot Paid

INTE

RN

AL-

CO

UR C

ASE

-

DO

UM

EN

T PRO

BLE

M

89

12

0+

10

01

20

+1

15

15

LHS

Vila

nth

aka

ndam

G+

1 R

CC

WIT

H S

HO

P1

PO

NN

IYIN

SELV

AN

13

4/1

B2

Not Paid

REVA

LUA

TIO

N-

D.E

VIS

IT

BEN

DIN

G

90

12

0+

11

01

20

+1

30

20

RH

SVila

nth

aka

ndam

HU

T, R

CC

2

MU

RU

GA

N2

9/4

A1

&A

2Paid

Under

Notic

e Per

iod

91

12

0+

15

01

20

+1

60

10

RH

SVila

nth

aka

ndam

WO

OD

SHO

P &

HO

USE

1

PA

RA

MESW

ARA

N2

9/4

A1

BN

ot Paid

MPR A

PRIL

20

20

19

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

92

12

0+

15

01

20

+1

66

16

RH

SVila

nth

aka

ndam

RC

C B

UIL

DIN

G W

ITH

CO

MPO

UN

D W

ALL

1KU

MA

R , K

ASI

NA

THA

N2

9/4

A1

B1

Not Paid

JOIN

T PA

TTA

PRO

BLE

M

93

12

0+

17

51

20

+1

95

20

LHS

Vila

nth

aka

ndam

TILE

, H

UT,

GI SH

EET

3M

AH

ALI

NG

AM

,

RA

MA

CH

AN

DRA

N P

AKKIR

I1

34

/4 P

aid

94

12

0+

19

51

20

+2

00

5LH

SVila

nth

aka

ndam

VIN

AYA

GA

TEM

PLE

WIT

H

ARA

SAN

TREE

1 N

ot Paid

95

12

0+

20

01

20

+2

20

20

RH

SVila

nth

aka

ndam

RC

C W

ITH

CO

MPO

UN

D

WA

LL

1KA

LIYA

MO

ORTH

Y2

9/4

A1

EN

ot Paid

96

12

0+

20

01

20

+2

21

21

RH

SVila

nth

aka

ndam

RC

C W

ITH

TW

O S

HO

PS

1JE

YA

RA

MA

N2

9/4

A1

AN

ot Paid

Paid

to 2

shops

Only

and n

ot

payi

ng R

CC

97

12

0+

21

01

20

+2

22

12

RH

SVila

nth

aka

ndam

AYYA

NA

R T

EM

PLE

1N

ot Paid

MPR A

PRIL

20

20

20

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

98

12

0+

21

01

20

+2

20

10

RH

SVila

nth

aka

ndam

AC

SH

EET,

GI SH

EET

2RA

JEN

DRA

N

Not Paid

JOIN

T PA

TTA

PRO

BLE

M

99

12

0+

22

51

20

+2

40

15

RH

SVila

nth

aka

ndam

RC

C W

ITH

CO

MPO

UN

D

WA

LL

1PA

RVA

THY-R

AM

ALI

NG

AM

29

/4 B

3Paid

Partia

lly

PA

TTA

PA

ID R

EVA

LUA

TIO

N

APPLI

ED

& G

OVT.

AREA

UN

PA

ID

10

01

20

+2

40

12

0+

25

01

0RH

SVila

nth

aka

ndam

RC

C, M

AN

GA

LORE T

ILE

BU

ILD

ING

2K R

AJU

13

0/2

Paid

10

11

20

+2

50

12

0+

26

01

0LH

SVila

nth

aka

ndam

RC

C1

KA

NN

AN

Paid

10

21

20

+2

50

12

0+

26

01

0RH

SVila

nth

aka

ndam

RC

C B

UIL

DIN

G1

NA

TARA

JAN

28

/4D

1,2

8/

4D

2N

ot Paid

2N

D P

AYM

EN

T

10

31

20

+2

65

12

0+

27

51

0LH

SVila

nth

aka

ndam

RC

C1

THA

CH

INA

MU

RTH

YPaid

MPR A

PRIL

20

20

21

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

10

41

20

+3

40

12

0+

35

61

6RH

SVila

nth

aka

ndam

RC

C C

OM

PLE

X W

ITH

HO

USE

1SE

THA

LAD

EVI

Not Paid

REVA

LUA

TIO

N A

PPLI

YED

10

51

20

+4

65

12

0+

50

03

5RH

SKovi

lach

eri

3 H

UT

& R

CC

BU

ILD

ING

-

1N

OS

4SU

BRA

MA

NIY

AN

32

/7A

Not Paid

PA

TTA

CO

URT

CA

SE

10

61

20

+5

20

12

0+

53

01

0RH

SKovi

lach

eri

AC

SH

EET

WIT

H B

RIC

K

BU

ILD

ING

1M

URU

GA

NA

THA

MPaid

10

71

20

+5

35

12

0+

54

05

RH

SKovi

lach

eri

RC

C B

UIL

DIN

G W

OO

DEN

SHO

P -

1 N

OS

1RA

VIC

HA

ND

RA

N3

2/9

AN

ot Paid

PA

TTA

NO

T-PA

ID

10

81

20

+5

75

12

0+

59

52

0RH

SKovi

lach

eri

RC

C B

UIL

DIN

G1

PA

NEER S

ELV

AM

32

5/5

EN

ot Paid

Dea

th c

ertif

icate

req

uired

MPR A

PRIL

20

20

22

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

10

91

20

+6

30

12

0+

65

52

5RH

SKovi

lach

eri

RC

C B

UIL

DIN

G-3

NO

S,

MA

NG

ALO

RE T

ILE B

UIL

DIN

G-

1 N

OS

4

KA

LAIC

HELV

I

CH

AKRA

VA

RTH

Y,

PA

LAN

IVEL,

KA

NN

AIN

YA

N, PA

VA

DA

I

26

/2B

26

/2B1

Paid

-1

Not Paid

- 3

PA

TTA

NO

T-PA

ID

11

01

21

+1

10

12

1+

21

01

00

RH

SKovi

lach

eri

FEN

CIN

G O

N L

AN

D1

PIT

CH

A P

ILLA

IPaid

PA

TTA

RO

W T

O B

E M

ARKED

11

11

21

+4

60

12

1+

47

01

0LH

SKovi

lach

eri

RC

C B

UIL

DIN

G W

ITH

SH

OPS-

2N

OS

1Ja

yara

man

Paid

11

21

21

+8

04

12

1+

80

62

RH

SKovi

lach

eri

MA

RY S

TATU

E-1

NO

S1

KA

LAM

BA

RA

M N

ATT

AM

AI

Not Paid

PA

TTA

NO

T-PA

ID

11

31

20

+4

50

12

0+

49

04

0LH

SKovi

lach

eri

PETR

OL

BU

NK

1EZH

ILSE

LVA

NPaid

11

41

20

+5

15

12

0+

52

05

LHS

Kovi

lach

eri

HU

T H

OTE

L -1

NO

S &

HU

T-

1 N

OS

2TH

AN

GA

VEL

48

/1B

Not Paid

Docu

met

Iss

ue

-C

OU

RT

CA

SE

MPR A

PRIL

20

20

23

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

11

51

20

+5

60

12

0+

60

04

0LH

SKovi

lach

eri

1 S

HEET,

2 M

AN

GA

LORE T

ILE

, 1

- RC

C B

UIL

DIN

G4

KU

LAN

CH

IAPPA

N &

3

NO

.S4

8/3

A2

Not Paid

JOIN

T PA

TTA

PRO

BLE

M

11

61

20

+6

10

12

0+

62

51

5LH

SKovi

lach

eri

RC

C B

UIL

DIN

G W

ITH

TIL

E

RO

OF

1RA

JU-

AA

SARIE

48

/3B 2

Not Paid

11

71

20

+6

70

12

0+

68

01

0LH

SKovi

lach

eri

GA

TE1

SEN

THIL

KU

MA

RPaid

11

81

20

+6

85

12

0+

69

51

0LH

SKovi

lach

eri

RC

C B

UIL

DIN

G1

SAN

THO

SH K

UM

AR

48

/7N

ot Paid

11

91

20

+6

85

12

0+

71

02

5LH

SKovi

lach

eri

AC

SH

EET

WIT

H W

ELD

ING

SHO

P1

SAG

UR M

AN

BO

YN

ot Paid

12

01

20

+8

50

12

0+

86

01

0LH

SKovi

lach

eri

FRO

NT

WA

LL1

SAN

THO

SH K

UM

AR

Paid

12

11

20

+8

80

12

0+

88

55

LHS

Kovi

lach

eri

WA

LL W

ITH

EB L

INE

1PERU

MA

L5

1/1

0B

Paid

MPR A

PRIL

20

20

24

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

12

21

20

+9

95

12

1+

00

05

LHS

Kovi

lach

eri

HU

T2

SELV

I, S

USE

ELA

Paid

Under

Notic

e Per

iod

12

31

21

+2

20

12

1+

24

02

0LH

SKovi

lach

eri

TEA

SH

OP &

HO

TEL

1LA

RA

NC

E M

ARRIE

Paid

12

41

21

+2

60

12

1+

29

03

0LH

SKovi

lach

eri

FEN

CIN

G &

LA

ND

1Paid

12

51

21

+2

60

12

1+

26

55

LHS

Kovi

lach

eri

BU

SSTO

P1

Paid

12

61

21

+5

60

12

1+

57

01

0LH

SKovi

lach

eri

FEN

CIN

G W

ITH

EM

PTY

LA

ND

1VIJ

AYA

Not Paid

12

71

21

+5

75

12

1+

58

51

0LH

SKovi

lach

eri

SHO

PS-

2 N

OS(

SARU

BA

LA

IND

UST

RIE

S,BA

BU

AU

TO

WO

RK S

HO

P)

2SU

BA

RA

MA

NI

Paid

MPR A

PRIL

20

20

25

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

12

81

21

+5

90

12

1+

60

01

0LH

SKovi

lach

eri

GI SH

EET

HO

USE

1KA

RU

PA

IYA

NPaid

12

91

21

+5

90

12

1+

60

01

0LH

SKovi

lach

eri

HU

T1

PA

DM

AN

ABA

NPaid

13

01

21

+6

15

12

1+

65

54

0LH

SKovi

lach

eri

DH

RO

UPA

THIA

MM

AN

TEM

PLE

1M

AN

OH

ARA

NPaid

Paid

to C

ALA

- C

om

mitt

ee

not fo

rmed

by

the

conce

rns

13

11

21

+6

70

12

1+

69

02

0LH

SKovi

lach

eri

SHO

P-5

NO

S W

ITH

SUN

SHA

DE

1RA

MA

KRIS

HN

AN

Paid

13

21

22

+0

80

12

2+

10

02

0RH

SBagava

thapura

mBIG

BA

NIY

AN

TREE W

ITH

VA

NA

KA

LIA

MM

AN

TEM

PLE

1M

AN

OH

ARA

NN

ot Paid

13

31

24

+3

20

12

4+

32

55

RH

SKora

nattu

karu

pur-

IEIC

HER H

OLD

ING

1PLA

GRO

UP O

F

CO

MPA

INIE

SPaid

13

41

25

+0

50

12

5+

09

04

0RH

SKora

nattu

karu

pur-

ITO

YA

TO Y

ARD

1N

ot Paid

2N

D P

AYM

EN

T N

OT

PA

ID

13

51

24

+9

00

12

5+

00

01

00

LHS

Kora

nattu

karu

pur-

IFEN

CIN

G1

SRIN

IVA

SAN

Paid

MPR A

PRIL

20

20

26

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

13

61

25

+0

10

12

5+

01

55

LHS

Kora

nattu

karu

pur-

IH

UT

AN

D F

RO

NT

PO

RTI

ON

WA

LL1

Paid

TEM

PLE

LA

ND

PA

ID

13

71

25

+0

25

12

5+

03

51

0LH

SKora

nattu

karu

pur-

IRC

C B

ULI

DIN

G, A

ND

BO

RE

WELL

2Paid

TEM

PLE

LA

ND

PA

ID

13

81

25

+0

85

12

5+

20

01

15

LHS

Kora

nattu

karu

pur-

IFEN

CIN

G

1JO

THI

Paid

13

91

25

+4

00

12

5+

42

02

0LH

SKora

nattu

karu

pur-

IH

UT,

RC

C, H

UT,

RC

C4

KA

DA

LMA

NI RA

MU

,

SAM

IAYYA

PIT

HC

HA

IAM

MA

L,

MA

HA

LIN

GA

M

13

6/2

B2

,

15

9/1

A1

B,

15

9/1

R1

B,

15

9/1

R2

B

Not Paid

14

0H

UT

1SH

AN

MU

GA

MN

ot Paid

14

1TI

LE H

OU

SE=

2N

OS&

HU

T=2

NO

S4

RA

JAM

AN

IKKA

MN

ot Paid

DO

CU

MEN

T PERSO

N

MPR A

PRIL

20

20

27

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

14

2TI

LE H

OU

SE=

1N

O &

HU

T= 1

NO

2SA

MY A

YYA

Not Paid

14

3H

UT=

1 N

O1

RA

JASE

KA

RN

ot Paid

14

4H

UT=

1 N

O1

SEKA

R P

ERIY

ASA

MY

Not Paid

14

5TI

LE H

OU

SE=

1 N

O1

MA

NIV

AN

NA

N, SE

KA

RN

ot Paid

14

61

25

+5

80

12

5+

60

02

0LH

SKora

nattu

karu

pur-

ITI

LE H

OU

SE=

1N

O1

KRIS

HN

AN

16

0/9

,16

1/

18

PA

ID

14

71

25

+5

80

12

5+

58

55

LHS

Kora

nattu

karu

pur-

IH

UT=

1 N

O1

AM

SU (KA

ARI)

NO

T PA

ID

14

81

25

+5

90

12

5+

61

02

0LH

SKora

nattu

karu

pur-

IRC

C B

UIL

DIN

G=

1 N

O1

MO

TTA

YA

ND

IN

OT

PA

ID1

ST

PA

YM

EN

T PA

ID &

2N

D

PA

YM

EN

T PEN

DIN

G

14

91

25

+6

00

12

5+

60

55

LHS

Kora

nattu

karu

pur-

IRC

C B

UIL

DIN

G=

1 N

O1

THA

NG

AYA

NN

OT

PA

ID1

ST

PA

YM

EN

T PA

ID &

2N

D

PA

YM

EN

T PEN

DIN

G

15

01

25

+6

00

12

5+

60

55

LHS

Kora

nattu

karu

pur-

IH

UT=

1 N

O1

THA

NG

AYA

NN

OT

PA

IDLP

S N

OT

DO

NE

12

5+

53

01

25

+5

80

50

LHS

45

2/4

8, 5

0Kora

nattu

karu

pur-

I

DO

CU

MEN

T PERSO

N

NA

ME -

RA

JAM

AN

IKKA

M -

1

ST P

AYM

EN

T PA

ID &

2 N

D

PA

YM

EN

T PEN

DIN

G

MPR A

PRIL

20

20

28

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

15

11

25

+6

00

12

5+

61

01

0LH

SKora

nattu

karu

pur-

IRC

C B

UIL

DIN

G=

1 N

O1

KA

LIYA

MO

ORTH

Y,K

ALI

AM

MA

LPA

ID

15

21

25

+6

00

12

5+

61

01

0LH

SKora

nattu

karu

pur-

IEM

PTY

LA

ND

1KA

RU

NA

NIT

HI,VA

SAN

THA

NO

T PA

ID

15

31

25

+6

30

12

5+

64

01

0LH

SKora

nattu

karu

pur-

IRC

C B

UIL

DIN

G=

1 N

O1

LAKSH

MI,M

OO

TAIY

AN

16

1/4

PA

ID

15

41

25

+5

60

12

5+

57

01

0RH

SKora

nattu

karu

pur-

IH

UT=

1 N

O1

SELV

AM

,KA

RU

PPA

IYA

16

4/4

APA

ID

15

51

25

+5

70

12

5+

58

01

0RH

SKora

nattu

karu

pur-

IRC

C B

UIL

DIN

G=

1N

O1

SHA

NG

ILI KA

RU

PPA

IYA

N1

64

/4 P

AID

15

61

25

+5

80

12

5+

58

55

RH

SKora

nattu

karu

pur-

ITI

LE H

OU

SE=

1N

O1

SAM

YA

PPA

N1

63

PA

ID

15

7Kora

nattu

karu

pur-

ITI

LE H

OU

SE=

1N

O1

KA

LIYA

MO

ORTH

Y &

MO

TTA

YA

ND

I1

64

NO

T PA

ID1

ST

PA

YM

EN

T PA

ID &

2N

D

PA

YM

EN

T PEN

DIN

G

15

8Kora

nattu

karu

pur-

ITI

LE H

OU

SE=

1N

O1

RA

MA

MIR

UTH

AM

(VEERA

MA

NI)

NO

T PA

ID1

ST

PA

YM

EN

T PA

ID &

2N

D

PA

YM

EN

T PEN

DIN

G1

25

+5

80

12

5+

60

02

0RH

S

MPR A

PRIL

20

20

29

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

15

9Kora

nattu

karu

pur-

IH

UT=

1 N

O1

RA

MA

MIR

UTH

AM

(BA

KKIY

ARA

J&

UTH

HA

RA

PA

THY)

NO

T PA

IDPA

TTA

NO

T PA

ID

16

01

25

+6

70

12

5+

68

01

0RH

SKora

nattu

karu

pur-

IA

MM

AN

TEM

PLE

1PA

ID

PA

ID T

O C

ALA

- E

XCESS

AM

OU

NT

DIS

BU

RSE

D S

O

CA

LA IN

STRU

CTE

D B

AN

K

TO H

OLD

16

11

25

+6

80

12

5+

70

0Kora

nattu

karu

pur-

IBU

ILD

ING

CO

NST

RU

CTI

ON

IN B

ASE

MEN

T LE

VEL

1PA

ID

16

2Kora

nattu

karu

pur-

IH

UT=

1 N

O1

KA

SIN

ATH

AN

PA

ID

16

3Kora

nattu

karu

pur-

IRC

C B

UIL

DIN

G(G

+1

)1

JAYA

RA

MA

NPA

ID

16

41

25

+7

30

12

5+

78

55

5RH

SKora

nattu

karu

pur-

ITO

YO

TO S

HO

W R

OO

M1

PA

ID

16

51

25

+7

85

12

5+

80

52

0RH

SKora

nattu

karu

pur-

IRC

C R

OO

F H

OU

SE1

RA

GU

NA

THA

N,C

HA

ND

RA

PA

ID

16

61

25

+8

00

12

5+

80

55

RH

SKora

nattu

karu

pur-

I1

HU

T1

BH

ASK

AR R

AJA

MPA

ID

20

RH

S

MPR A

PRIL

20

20

30

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

16

71

25

+8

20

12

5+

82

55

RH

SKora

nattu

karu

pur-

IRC

C R

OO

F H

OU

SE1

KA

LIM

UTH

UN

OT

PA

ID

16

81

25

+8

30

12

5+

84

01

0RH

SKora

nattu

karu

pur-

IRC

C R

OO

F H

OU

SE1

MU

RU

GA

NPA

ID

16

91

25

+8

40

12

5+

85

01

0RH

SKora

nattu

karu

pur-

IRC

C R

OO

F H

OU

SE1

CH

AN

DRA

KA

SIPA

ID

17

01

25

+8

40

12

5+

85

01

0RH

SKora

nattu

karu

pur-

IRC

C R

OO

F H

OU

SE1

MA

DA

NPA

ID

17

11

25

+8

40

12

5+

85

01

0RH

SKora

nattu

karu

pur-

IRC

C R

OO

F (C

ORN

ER O

NLY

)1

RA

JEN

DRA

NN

OT

PA

ID

17

21

25

+8

60

12

5+

87

01

0RH

SKora

nattu

karu

pur-

ITI

LE R

OO

F H

OU

SE1

PU

GU

AL

MU

RU

GA

NN

OT

PA

ID

17

31

25

+8

70

12

5+

88

01

0RH

SKora

nattu

karu

pur-

ITI

LE R

OO

F H

OU

SE1

PU

GH

ALE

NTH

IN

OT

PA

ID

17

41

25

+8

80

12

5+

89

01

0RH

SKora

nattu

karu

pur-

ITI

LE R

OO

F H

OU

SE1

KA

NA

GA

MM

AL

NO

T PA

ID

1 S

T PA

YM

EN

T PA

ID &

2N

D

PA

YM

EN

T PEN

DIN

G

MPR A

PRIL

20

20

31

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

17

51

25

+8

90

12

5+

90

01

0RH

SKora

nattu

karu

pur-

I1

HU

T,1

BA

TH R

OO

M &

CO

MPO

UN

DW

ALL

3C

HELL

AM

MA

LN

OT

PA

ID

17

61

26

+0

50

12

6+

06

01

0RH

SKora

nattu

karu

pur-

IIA

CC

RO

OF H

OU

SE1

VIJ

AYA

VA

LLI

PA

ID

17

71

26

+7

90

12

6+

80

01

0RH

SKora

nattu

karu

pur-

II

(Tem

ple

=1

No,T

iles

House

=1

No,A

c Sh

eet H

ouse

=1

No) -P

ATT

A, 1

HU

T

4

BA

LASU

BRA

MA

NIY

AN

,

KRIS

HN

AVEN

I,

MA

RRIA

MM

AL

PA

ID

17

81

27

+1

20

12

7+

12

55

RH

SKora

nattu

karu

pur-

IIBore

wel

l1

Not Paid

17

91

27

+3

00

12

7+

38

08

0RH

SKora

nattu

karu

pur-

IIA

NU

J TI

LES

1PA

ID

MPR A

PRIL

20

20

32

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

18

01

25

+7

90

12

5+

80

01

0LH

SKora

nattu

karu

pur-

ITI

LE R

OO

F H

OU

SE-1

NO

,

RC

C 1

NO

2JA

YA

PA

ND

I, C

HIN

NA

SAM

IPA

ID

18

11

25

+8

00

12

5+

80

55

LHS

Kora

nattu

karu

pur-

IH

UT

1SE

LVI

PA

ID

18

21

25

+8

30

12

5+

84

01

0LH

SKora

nattu

karu

pur-

ISA

MU

THA

YA

KU

DA

M R

CC

1Paid

Paid

to B

DO

only

,not ye

t

paid

to p

anch

aye

t

18

31

25

+8

40

12

5+

85

01

0LH

SKora

nattu

karu

pur-

IH

UT

1JA

YA

RA

JPA

ID

18

41

25

+9

00

12

5+

91

01

0LH

SKora

nattu

karu

pur-

I1

HU

T1

SELV

ARA

JPA

ID

18

51

25

+9

40

12

5+

95

01

0LH

SKora

nattu

karu

pur-

I1

HU

T1

BA

LUPA

ID

18

61

25

+9

50

12

5+

96

01

0LH

SKora

nattu

karu

pur-

IH

UT

3 N

OS

3A

LAG

UM

UTH

U

17

4/1

2N

OT

PA

ID

MPR A

PRIL

20

20

33

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

18

71

25

+9

90

12

6+

00

01

0LH

SKora

nattu

karu

pur-

ITI

LE R

OO

F B

UIL

DIN

G1

VA

IRA

M1

74

/9N

OT

PA

ID

18

81

27

+0

00

12

7+

01

01

0LH

SKora

nattu

karu

pur-

IIBore

wel

l2

Paid

18

91

27

+1

70

12

7+

18

01

0LH

SKora

nattu

karu

pur-

IIW

ork

shop

1PA

ID

19

01

27

+6

20

12

7+

66

54

5LH

SKora

nattu

karu

pur-

IIM

AD

AN

AM

IN

N H

OTE

L 1

Paid

19

11

27

+9

60

12

7+

97

01

0A

soor

WEIG

HIN

G B

RID

GE

1Sa

kthi

Paid

19

21

28

+3

70

12

8+

39

02

0LH

SPer

um

andi

TEM

PLE

1N

ot Paid

19

31

28

+6

60

12

8+

70

04

0RH

SPer

um

andi

GRIL

L G

ATE

WIT

H W

ALL

1Paid

PA

TTA

MPR A

PRIL

20

20

34

FRO

MTO

CH

AIN

AG

ES.N

oEffect

ed

Length

SID

EN

am

e o

f th

e V

illage

Typ

e o

f H

indra

nce

sTo

tal N

o o

f

Str

uct

ure

sN

am

e o

f th

e O

wner

Paym

ent Sta

tus

Typ

e o

f Is

sue

Pho

tos

Surv

ey

No

19

41

28

+8

10

12

8+

91

01

00

LHS

Per

um

andi

PETR

OL

BU

NK A

REA

S1

Paid

PA

TTA

19

51

28

+9

90

12

9+

00

01

0LH

SA

soor

WA

TER S

ERVIC

E C

EN

TRE

1Paid

PA

TTA

19

61

29

+0

00

12

9+

01

01

0LH

SA

soor

VEN

KA

TESW

ARA

GEA

R

SERVIC

E ( 3

NO

S-SH

OPS)

1Paid

PA

TTA

19

71

29

+0

20

12

9+

03

01

0LH

SA

soor

VIN

OTH

SERVIC

E C

EN

TRE ( 3

SHO

PS)

1Paid

PA

TTA

19

81

29

+0

30

12

9+

04

01

0LH

SA

soor

DEVA

R S

TATU

E1

Paid

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40


MPR APRIL 2020

2.2. Removal of Religious Structures The following structures coming within the ROW are to be demolished

Table 2.2-1: Status of Removal of Religious structures

Sl. No. Name of the District Total No. of

structures Removed as on Date

(in Nos.) Balance (in Nos.)

1 Thanjavur 13 0 13

Note: Pending for disbursement of payment to the Religious structures.

2.3. Shifting of Utilities and Electrical HT/LT Lines

To proceed with the project construction, several utilities are required to be shifted under the supervision of the respective authorities. These include a water supply line, hand pumps, overhead water tanks, besides Electrical lines, as shown in the table below. Table 2.3-1: Status of sanction of Estimates - Relocation of RWS Pipe line

Sl. No


Chainages Total Number of Estimates

Remarks From To Length in

Km

1 Thanjavur 116+440 164+275 47.835 32 Work is in Progress

Estimates for shifting of the above Electric lines have been prepared. The estimated cost is approximately Rs. 10.50 crores.

Table 2.3-3: Status of Utility Relocation

Sl. No. Authority Description Unit

Total Length/ Nos.

Work done Balance Remarks

1 BDO & EE,TWAD

Water Supply Pipe Line (including DI

and PVC lines) Kms. 35.750 7.960 27.79 Work in Progress

2 BDO of Concern Union

Hand Pump/Pump Room with Bore

well Nos. 16 3 13

3 BDO of Concern Union

Over Head Tank Nos. 2 2 0 Completed

4 TNEB Electrical Lines Kms. 19.215 15.605 3.610 Work in Progress

Estimates have been done for the shifting of the water supply pipeline & related items mentioned above. The estimated cost is approximately Rs. 6.8 crores.

Table 2.3-2: Status of sanction of Estimates - Electrical Lines Relocation

Sl. No

Name of the

District

Chainages Number of Estimates

Present Status Remarks

From To Length in Km

1 Thanjavur 116+440 164+275 47.835 16 Work in Progress

41


MPR APRIL 2020

2.4. Tree felling

Teak Wood trees are not included in the above table since permissions for removal of teak wood trees is not yet obtained.

Table 2.4-1: Status of Tree felling

Sl. No.


Chainages Effected Length in

Kms

Total No. of Trees

Felled/ Removed

as on Date

Balance no. of Trees

Remarks From To

Length in Km

1 Thanjavur 116+440 164+275 47.837 15.310 1461 1448 13 Work in Progress

Total 47.835

42


MPR APRIL 2020

3. Progress Briefing – Contractor Activities

3.1. Pre-Construction Activities

Detailed Design & Drawings The Plan and Profile, as well as the Pavement Designs for the entire 47.835 km project length has been completed and reviewed by the Independent Engineer (IE). Construction Methodology, QA & QC procedures submitted to the IE has been reviewed and accepted.

Table 3.1-2: Sta

Table 3.1-2 : Status of Design and Drawings –Structures

Sr. No Description Unit

Total Scope as per

Sch. B

Design/ Drawings Submitted

Design/ Drawings Approved

1 Major Bridges No 06 04 03

2 Minor Bridges No 56 56 44

3 Grade Separated Intersection No 06 06 06

4 VUP/PUP No 12 12 12

5 Box /Slab Culvert No 103 103 103

6 ROB No 01 01 GAD approved

Table 3.1-1: Status of Design and Drawings-Highway

Sl. No. Description Unit

Total Scope as per

Sch.-B

Design/ Drawings submitted

Design/ Drawings Approved

1 Pavement Design Km 47.835 47.835 47.835

2 Plan & Profile Km 47.835 47.835 47.835

3 Typical Cross Sections Type 5 5 -

4 Major Intersections No 20 - -

5 Minor Intersections No 22 - -

6

Toll Plaza (a) Toll Plaza Layout, (b) Toll Building, (c) Toll Booth, (d) Toll Canopy, (e) Toll Tunnel,

No 05 03 -

7 Rest Area No 01 -

8 Bus Bay No 05 -

9 Service Roads No 27.10 27.10 26.10

43


MPR APRIL 2020

4. Physical Progress of Work

4.1. Physical Progress of Work

The following table summarize the quantum of work achieved towards the construction of the various elements of the highway.

The Progress of the Major Works carried out at the Site in the Month of April 2020 is as follows.

CUMMULATIVE STATEMENT For Main Carriageway

Sr. No.

Description

Total Length of Highway

Excluding Toll Plaza (in. Km.)

Progress up to

Previous Month (in

Km)

Progress during

this Month (In Km.)

Cumulative Progress

Achieved up to this Month

(In Km)

In Progres

s (In Km.)

Balance Length to

be Complete

d

Cumulative % of Progress

Achieved

1 Clearing and Grubbing LHS 46.925 39.48 0 39.48 0 7.45 84.13% RHS 46.925 38.26 0 38.26 0 8.67 81.53% 2 Embankment LHS 46.925 8.60 0 8.60 16.280 38.33 18.33% RHS 46.925 8.55 0 8.55 14.790 38.38 18.22% 3 Sub grade LHS 46.925 4.49 0 4.49 0 42.44 9.57% RHS 46.925 7.12 0 7.12 0 39.81 15.17% 4 GSB/ Cement Treated Sub-Base LHS 46.925 3.60 0 3.60 0 43.33 7.67% RHS 46.925 6.57 0 6.57 0 40.36 14.00% 5 Wet Mix Macadam LHS 46.925 2.69 0 2.69 0 44.24 5.73% RHS 46.925 5.75 0 5.75 0 41.18 12.25% 6 Dense Bitumen Macadam LHS 46.925 1.99 0 1.99 0 44.94 4.24% RHS 46.925 4.64 0 4.64 0 42.29 9.89% 7 Bituminous Concrete LHS 46.925 0 0 0 0 46.925 0.00% RHS 46.925 0 0 0 0 46.925 0.00%

For Service Road

Sr. No.

Description

Total Length

of Service Road (Km.)

Progress up to

Previous Month (in

Km)

Progress during

this Month (In Km.)

Cumulative Progress Achieved up to this Month (In

Km)

In Progress (In Km.)

Balance Length to

be Completed

Cumulative % of

Progress Achieved

1 Embankment 27.1 0 0 0 0 27.1 0.00% 2 Sub grade 27.1 0 0 0 0 27.1 0.00%

3 GSB/ Cement Treated Base

27.1 0 0 0 0 27.1 0.00%

4 Wet Mix Macadam

27.1 0 0 0 0 27.1 0.00%

5 Dense Bitumen Macadam

27.1 0 0 0 0 27.1 0.00%

6 Bituminous Concrete

27.1 0 0 0 0 27.1 0.00%

44


MPR APRIL 2020

Structure Work

Sr. No.

Type of Structure Total No. of Structures

No. of Structures

Completed In Progress Balance

1 Culvert 103 50.5 21.5 31 2 Light Vehicular Underpass 2 1 1 0

3 Vehicular Underpass 10 0 10 0

4 Minor Bridges 56 18.5 20.5 17

5 Major Bridge 5 0 2 3

6 Flyover 6 0 6 0

7 ROB 1 0 1 0

Physical Progress of Project up to April 2020 as per approved Schedule G:

Item Stage for Payment Unit Qty. Weightage

in % to Contract Price

Completed up to

April’2020

% Physical Progress

Road works including culverts, minor

bridges, underpasses, overpasses, approaches

to ROB/RUB/

Major Bridges/ Structures

(but excluding

service roads)

A- Widening and strengthening of existing road

(1) Earthwork up to top of the sub-grade Km. 28.70 4.26% 3.15 0.467% (2) Granular work (sub-base, base, shoulders)

Km.

(a) GSB/ Cement Treated Base Km. 28.70 1.40% 2.29 0.112% (b) WMM/ Cement Treated Base Km. 28.70 2.10% 1.87 0.137% (3) Shoulders Km. 7.10 0.03% (4) Bituminous work (a) DBM Km. 28.70 1.61% 1.84 0.103% (b) BC Km. 28.70 1.48% (5) Rigid Pavement Concrete Work Km. (6) Widening and Repair of Culverts Nos. 33 0.57% 16.25 0.282% (7) Widening and Repair of Minor Bridges

Nos. 3 0.38%

B- New realignment/bypass (1) Earthwork up to top of the sub-grade Km. 63.33 16.30% 8.46 2.178% (2) Granular work (sub-base, base, shoulders)

Km.

(a) GSB/ Cement Treated Base Km. 62.13 3.39% 7.85 0.429% (b) WMM/ Cement Treated Base Km. 62.13 3.83% 6.57 0.405% (3) Shoulders Km. 48.19 0.10% (4) Bituminous work (a) DBM Km. 62.13 3.48% 4.78 0.268% (b) BC Km. 62.13 3.21% (5) Rigid Pavement Concrete Work Km C- New culverts, minor bridges, underpasses, overpasses on existing road, realignments, bypasses:

45


MPR APRIL 2020

Road works including culverts, minor

bridges, underpasses, overpasses, approaches

to ROB/RUB/

Major Bridges/ Structures

(but excluding

service roads)

(1) Culverts Nos. 70 5.95% 28.95 2.459% (2) Minor bridges (i) Foundation Nos. 170 6.71% 67.50 2.665% (ii) Substructure Nos. 270 3.50% 91.50 1.185% (iii) Superstructure (including crash barrier etc. complete)

Nos. 142 3.78% 34.30 0.912%

(3) Cattle/Pedestrian underpasses (i) Foundation Nos. 4 0.15% 4.00 0.150% (ii) Substructure Nos. 8 0.08% 4.00 0.042% (iii) Superstructure (including crash barrier etc. complete)

Nos. 4 0.06% 2.00 0.028%

(4) Pedestrian overpasses (i) Foundation Nos. (ii) Substructure Nos. (iii) Superstructure (including crash barrier etc. complete)

Nos.

(5) Grade separated structures (a) Underpass (10 VUP) (i) Foundation Nos. (i) Piles Nos. 240 1.46% 240.00 1.457% (i) Pile Cap Nos. 40 1.04% 30.00 0.781% (ii) Substructure Nos. 40 0.91% 22.00 0.500% (iii) Girder Casting Nos. 100 0.45% 73.00 0.331% (v) Superstructure (including crash barrier etc. complete) Nos. 20 0.68%

(c) Vehicular Overpass (VOP) (i) Foundation Nos. (ii) Substructure Nos. (iii) Superstructure (including crash barrier etc. complete) Nos.

(c) Flyover (i) Foundation Nos. 24 (i) Piles Nos. 144 1.36% 131.00 1.238% (i) Pile Cap Nos. 24 0.89% 20.00 0.741% (ii) Substructure Nos. 24 0.82% 6.00 0.205% (ii) Girder Casting Nos. 60 0.43% 27.00 0.193% (v) Superstructure (including crash barrier etc. complete)

Nos. 12 0.59%

Major Bridge works

and ROB/RUB

Major Bridge works and ROB/RUB A- Widening and Repair of Minor Bridges

(1) Foundations (a) Open Foundation Nos. (b) Pile foundation/ well foundation Nos. (2) Substructure Nos. (3) Superstructure (including crash barrier etc. complete)

Nos.

C- New Major Bridges (1) Foundations

46


MPR APRIL 2020

(a) Open Foundation Nos. (b) Pile foundation/ well foundation Nos.

(i) Piles Nos. 468 1.47% 110.00 0.345% (ii) Pile Cap Nos. 76 0.71%

(2) Substructure Nos. 76 1.23% (ii) Girder Casting Nos. 230 0.42% (3) Superstructure (including crash barrier etc. complete) Nos. 62 1.07%

D- New rail-road bridges (a) ROB (i) Foundation Nos. (i) Piles Nos. 40 0.71% 24.00 0.423% (i) Pile Cap Nos. 8 0.79% 3.00 0.298% (ii) Substructure Nos. 8 0.80% (iii) Superstructure (including crash barrier etc. complete)

Nos. 6 1.49%

Structures (elevated sections,

reinforced earth)

Structures (elevated sections, reinforced earth)

(1) Foundation Nos. (2) Substructure Nos. (3) Superstructure (including crash barrier etc. complete)

Nos.

(4) Reinforced earth Wall (includes Approaches of ROB, Underpasses, Overpasses,Flyover etc.)

(a) Casting of RS Wall Facia 179469 2.26% 1,18,853.64 1.494% (b) Erection of RS Wall Facia 179469 5.26%

Other Works

Other Works (i) Service roads/ Slip Roads Km 27.10 3.86% (ii) Toll Plaza Nos. 1 1.38% (iii) Road side drains Km 12.08 1.64% 0.19 0.026% (iv) Road signs, markings, km stones, safety devices, ....

(a) Road signs, markings, km stones, ... Km 95.67 2.02% (b) Concrete Crash Barrier/ W-Beam Crash Barrier in Road work

Km

(i) Concrete Crash Barrier Km 25.42 2.01% (ii) W-Beam Crash Barrier Km 32.75 0.70%

(v) Project facilities (a) Bus Bays No. 20 0.01% (b) Truck Lay-byes No. (b) Rest areas No. 2 0.22% (vi)Repairs to bridges/structures Nos. 4 0.01% (vii) Road side plantation Km 22.54 0.61% (viii) Protection works (a) Boulder pitching on slopes Km 32.75 0.19% (b) Toe/Retaining wall Km (x) Miscellaneous Ls. 100% 0.150% 51% 0.076%

Total 100.00% 19.929%

47

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117.180

117.190

117.200

117.210

117.220

117.230

117.240

117.250

117.260

117.270

117.280

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117.300

117.310

117.320

117.330

117.340

117.350

117.360

117.370

117.380

117.390

117.400

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117.420

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118.250

118.260

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118.320

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LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW

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120.670

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120.700

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120.720

120.730

120.740

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120.770

120.780

120.790

120.800

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120.840

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120.860

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120.900

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120.930

120.940

120.950

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120.990

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121.100

121.110

121.120

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121.280

121.290

121.300

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121.860

121.870

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121.900

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121.920

121.930

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121.950

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121.980

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122.120

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122.150

122.160

122.170

122.180

122.190

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122.210

122.220

122.230

122.240

122.250

122.260

122.270

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122.370

122.380

122.390

122.400

122.410

122.420

122.430

122.440

122.450

122.460

122.470

122.480

122.490

122.500

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122.520

122.530

122.540

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122.570

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122.590

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122.900

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122.920

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123.110

123.120

123.130

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123.150

123.160

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123.200

123.210

123.220

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123.240

123.250

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123.360

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123.380

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123.400

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123.480

123.490

123.500

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123.590

123.600

123.610

123.620

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123.640

123.650

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123.700

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123.720

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Chainage

Chainage

Chainage

RHS-Wokfront / Issues RHS-MCWLHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW LHS-MCW LHS-Wokfront / Issues

vv

MPR A

PRIL

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20

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124.630

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124.650

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124.670

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124.700

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124.840

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124.860

124.870

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125.240

125.250

125.260

125.270

125.280

125.290

125.300

125.310

125.320

125.330

125.340

125.350

125.360

125.370

125.380

125.390

125.400

125.410

125.420

125.430

125.440

125.450

125.460

125.470

125.480

125.490

125.500

125.510

125.520

125.530

125.540

125.550

125.560

125.570

125.580

125.590

125.600

125.610

125.620

125.630

125.640

125.650

125.660

125.670

125.680

125.690

125.700

125.710

125.720

125.730

125.740

125.750

125.760

125.770

125.780

125.790

125.800

125.810

125.820

125.830

125.840

125.850

125.860

125.870

125.880

125.890

125.900

125.910

125.920

125.930

125.940

125.950

125.960

125.970

125.980

125.990

126.000

126.010

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126.040

126.050

126.060

126.070

126.080

126.090

126.100

126.110

126.120

126.130

126.140

126.150

126.160

126.170

126.180

126.190

126.200

126.210

126.220

126.230

126.240

126.250

126.260

126.270

126.280

126.290

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126.310

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126.550

126.560

126.570

126.580

126.590

126.600

126.610

126.620

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126.640

126.650

126.660

126.670

126.680

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126.700

126.710

126.720

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126.750

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126.770

126.780

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126.800

126.810

126.820

126.830

126.840

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126.860

126.870

126.880

126.890

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126.930

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126.950

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126.970

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127.150

127.160

127.170

127.180

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127.200

127.210

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127.320

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127.950

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128.720

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129.220

129.230

129.240

129.250

129.260

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129.660

129.670

129.680

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129.900

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129.950

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130.450

130.460

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130.560

130.570

130.580

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130.600

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130.620

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130.650

130.660

130.670

130.680

130.690

130.700

130.710

130.720

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130.740

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130.770

130.780

130.790

130.800

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134.160

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134.180

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134.210

134.220

134.230

134.240

134.250

134.260

134.270

134.280

134.290

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134.320

134.330

134.340

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134.370

134.380

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134.400

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134.420

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134.450

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134.470

134.480

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134.560

134.570

134.580

134.590

134.600

134.610

134.620

134.630

134.640

134.650

134.660

134.670

134.680

134.690

134.700

134.710

134.720

134.730

134.740

134.750

134.760

134.770

134.780

134.790

134.800

134.810

134.820

134.830

134.840

134.850

134.860

134.870

134.880

134.890

134.900

134.910

134.920

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134.940

134.950

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135.420

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135.450

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135.470

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135.530

135.540

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135.560

135.570

135.580

135.590

135.600

135.610

135.620

135.630

135.640

135.650

135.660

135.670

135.680

135.690

135.700

135.710

135.720

135.730

135.740

135.750

135.760

135.770

135.780

135.790

135.800

135.810

135.820

135.830

135.840

135.850

135.860

135.870

135.880

135.890

135.900

135.910

135.920

135.930

135.940

135.950

135.960

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135.990

136.000

136.010

136.020

136.030

136.040

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136.060

136.070

136.080

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136.100

136.110

136.120

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136.140

136.150

136.160

136.170

136.180

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136.400

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136.640

136.650

136.660

136.670

136.680

136.690

136.700

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136.720

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136.740

136.750

136.760

136.770

136.780

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136.800

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136.840

136.850

136.860

136.870

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137.080

137.090

137.100

137.110

137.120

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137.140

137.150

137.160

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137.200

137.210

137.220

137.230

137.240

137.250

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139.080

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139.100

139.110

139.120

139.130

139.140

139.150

139.160

139.170

139.180

139.190

139.200

139.210

139.220

139.230

139.240

139.250

139.260

139.270

139.280

139.290

139.300

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139.320

139.330

139.340

139.350

139.360

139.370

139.380

139.390

139.400

139.410

139.420

139.430

139.440

139.450

139.460

139.470

139.480

139.490

139.500

139.510

139.520

139.530

139.540

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139.560

139.570

139.580

139.590

139.600

139.610

139.620

139.630

139.640

139.650

139.660

139.670

139.680

139.690

139.700

139.710

139.720

139.730

139.740

139.750

139.760

139.770

139.780

139.790

139.800

139.810

139.820

139.830

139.840

139.850

139.860

139.870

139.880

139.890

139.900

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139.960

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139.980

139.990

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140.000

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140.100

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140.120

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140.140

140.150

140.160

140.170

140.180

140.190

140.200

140.210

140.220

140.230

140.240

140.250

140.260

140.270

140.280

140.290

140.300

140.310

140.320

140.330

140.340

140.350

140.360

140.370

140.380

140.390

140.400

140.410

140.420

140.430

140.440

140.450

140.460

140.470

140.480

140.490

140.500

140.510

140.520

140.530

140.540

140.550

140.560

140.570

140.580

140.590

140.600

140.610

140.620

140.630

140.640

140.650

140.660

140.670

140.680

140.690

140.700

140.710

140.720

140.730

140.740

140.750

140.760

140.770

140.780

140.790

140.800

140.810

140.820

140.830

140.840

140.850

140.860

140.870

140.880

140.890

140.900

140.910

140.920

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140.940

140.950

140.960

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140.990

141.000

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141.070

141.080

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141.100

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141.120

141.130

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141.670

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141.700

141.710

141.720

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141.740

141.750

141.760

141.770

141.780

141.790

141.800

141.810

141.820

141.830

141.840

141.850

141.860

141.870

141.880

141.890

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141.950

141.960

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141.990

142.000

142.010

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142.200

142.210

142.220

142.230

142.240

142.250

142.260

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142.330

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142.360

142.370

142.380

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142.870

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143.210

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143.360

143.370

143.380

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143.470

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143.530

143.540

143.550

143.560

143.570

143.580

143.590

143.600

143.610

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144.150

144.160

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144.210

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144.230

144.240

144.250

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144.320

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144.450

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144.470

144.480

144.490

144.500

144.510

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144.530

144.540

144.550

144.560

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144.800

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144.840

144.850

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149.050

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149.070

149.080

149.090

149.100

149.110

149.120

149.130

149.140

149.150

149.160

149.170

149.180

149.190

149.200

149.210

149.220

149.230

149.240

149.250

149.260

149.270

149.280

149.290

149.300

149.310

149.320

149.330

149.340

149.350

149.360

149.370

149.380

149.390

149.400

149.410

149.420

149.430

149.440

149.450

149.460

149.470

149.480

149.490

149.500

149.510

149.520

149.530

149.540

149.550

149.560

149.570

149.580

149.590

149.600

149.610

149.620

149.630

149.640

149.650

149.660

149.670

149.680

149.690

149.700

149.710

149.720

149.730

149.740

149.750

149.760

149.770

149.780

149.790

149.800

149.810

149.820

149.830

149.840

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150.160

150.170

150.180

150.190

150.200

150.210

150.220

150.230

150.240

150.250

150.260

150.270

150.280

150.290

150.300

150.310

150.320

150.330

150.340

150.350

150.360

150.370

150.380

150.390

150.400

150.410

150.420

150.430

150.440

150.450

150.460

150.470

150.480

150.490

150.500

150.510

150.520

150.530

150.540

150.550

150.560

150.570

150.580

150.590

150.600

150.610

150.620

150.630

150.640

150.650

150.660

150.670

150.680

150.690

150.700

150.710

150.720

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150.740

150.750

150.760

150.770

150.780

150.790

150.800

150.810

150.820

150.830

150.840

150.850

150.860

150.870

150.880

150.890

150.900

150.910

150.920

150.930

150.940

150.950

150.960

150.970

150.980

150.990

151.000

151.010

151.020

151.030

151.040

151.050

151.060

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151.100

151.110

151.120

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151.150

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151.200

151.210

151.220

151.230

151.240

151.250

151.260

151.270

151.280

151.290

151.300

151.310

151.320

151.330

151.340

151.350

151.360

151.370

151.380

151.390

151.400

151.410

151.420

151.430

151.440

151.450

151.460

151.470

151.480

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151.530

151.540

151.550

151.560

151.570

151.580

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151.600

151.610

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151.630

151.640

151.650

151.660

151.670

151.680

151.690

151.700

151.710

151.720

151.730

151.740

151.750

151.760

151.770

151.780

151.790

151.800

151.810

151.820

151.830

151.840

151.850

151.860

151.870

151.880

151.890

151.900

151.910

151.920

151.930

151.940

151.950

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151.970

151.980

151.990

152.000

152.010

152.020

152.030

152.040

152.050

152.060

152.070

152.080

152.090

152.100

152.110

152.120

152.130

152.140

152.150

152.160

152.170

152.180

152.190

152.200

152.210

152.220

152.230

152.240

152.250

152.260

152.270

152.280

152.290

152.300

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152.380

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152.400

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152.450

152.460

152.470

152.480

152.490

152.500

152.510

152.520

152.530

152.540

152.550

152.560

152.570

152.580

152.590

152.600

152.610

152.620

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152.640

152.650

152.660

152.670

152.680

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152.700

152.710

152.720

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152.740

152.750

152.760

152.770

152.780

152.790

152.800

152.810

152.820

152.830

152.840

152.850

152.860

152.870

152.880

152.890

152.900

152.910

152.920

152.930

152.940

152.950

152.960

152.970

152.980

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153.200

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153.230

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153.250

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153.480

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154.200

154.210

154.220

154.230

154.240

154.250

154.260

154.270

154.280

154.290

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154.310

154.320

154.330

154.340

154.350

154.360

154.370

154.380

154.390

154.400

154.410

154.420

154.430

154.440

154.450

154.460

154.470

154.480

154.490

154.500

154.510

154.520

154.530

154.540

154.550

154.560

154.570

154.580

154.590

154.600

154.610

154.620

154.630

154.640

154.650

154.660

154.670

154.680

154.690

154.700

154.710

154.720

154.730

154.740

154.750

154.760

154.770

154.780

154.790

154.800

154.810

154.820

154.830

154.840

154.850

154.860

154.870

154.880

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154.880

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154.900

154.910

154.920

154.930

154.940

154.950

154.960

154.970

154.980

154.990

155.000

155.010

155.020

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155.040

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155.060

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155.100

155.110

155.120

155.130

155.140

155.150

155.160

155.170

155.180

155.190

155.200

155.210

155.220

155.230

155.240

155.250

155.260

155.270

155.280

155.290

155.300

155.310

155.320

155.330

155.340

155.350

155.360

155.370

155.380

155.390

155.400

155.410

155.420

155.430

155.440

155.450

155.460

155.470

155.480

155.490

155.500

155.510

155.520

155.530

155.540

155.550

155.560

155.570

155.580

155.590

155.600

155.610

155.620

155.630

155.640

155.650

155.660

155.670

155.680

155.690

155.700

155.710

155.720

155.730

155.740

155.750

155.760

155.770

155.780

155.790

155.800

155.810

155.820

155.830

155.840

155.850

155.860

155.870

155.880

155.890

155.900

155.910

155.920

155.930

155.940

155.950

155.960

155.970

155.980

155.990

156.000

156.010

156.020

156.030

156.040

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156.060

156.070

156.080

156.090

156.100

156.110

156.120

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156.120

156.130

156.140

156.150

156.160

156.170

156.180

156.190

156.200

156.210

156.220

156.230

156.240

156.250

156.260

156.270

156.280

156.290

156.300

156.310

156.320

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156.360

156.370

156.380

156.390

156.400

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156.420

156.430

156.440

156.450

156.460

156.470

156.480

156.490

156.500

156.510

156.520

156.530

156.540

156.550

156.560

156.570

156.580

156.590

156.600

156.610

156.620

156.630

156.640

156.650

156.660

156.670

156.680

156.690

156.700

156.710

156.720

156.730

156.740

156.750

156.760

156.770

156.780

156.790

156.800

156.810

156.820

156.830

156.840

156.850

156.860

156.870

156.880

156.890

156.900

156.910

156.920

156.930

156.940

156.950

156.960

156.970

156.980

156.990

157.000

157.010

157.020

157.030

157.040

157.050

157.060

157.070

157.080

157.090

157.100

157.110

157.120

157.130

157.140

157.150

157.160

157.170

157.180

157.190

157.200

157.210

157.220

157.230

157.240

157.250

157.260

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157.720

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157.740

157.750

157.760

157.770

157.780

157.790

157.800

157.810

157.820

157.830

157.840

157.850

157.860

157.870

157.880

157.890

157.900

157.910

157.920

157.930

157.940

157.950

157.960

157.970

157.980

157.990

158.000

158.010

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158.030

158.040

158.050

158.060

158.070

158.080

158.090

158.100

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158.120

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158.170

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158.190

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158.210

158.220

158.230

158.240

158.250

158.260

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158.280

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158.300

158.310

158.320

158.330

158.340

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158.430

158.440

158.450

158.460

158.470

158.480

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158.500

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159.000

159.010

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159.030

159.040

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159.070

159.080

159.090

159.100

159.110

159.120

159.130

159.140

159.150

159.160

159.170

159.180

159.190

159.200

159.210

159.220

159.230

159.240

159.250

159.260

159.270

159.280

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159.300

159.310

159.320

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159.340

159.350

159.360

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159.380

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159.430

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159.450

159.460

159.470

159.480

159.490

159.500

159.510

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159.530

159.540

159.550

159.560

159.570

159.580

159.590

159.600

159.610

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159.640

159.650

159.660

159.670

159.680

159.690

159.700

159.710

159.720

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159.740

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163.560

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163.580

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163.600

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163.620

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163.640

163.650

163.660

163.670

163.680

163.690

163.700

163.710

163.720

163.730

163.740

163.750

163.760

163.770

163.780

163.790

163.800

163.810

163.820

163.830

163.840

163.850

163.860

163.870

163.880

163.890

163.900

163.910

163.920

163.930

163.940

163.950

163.960

163.970

163.980

163.990

164.000

164.010

164.020

164.030

164.040

164.050

164.060

164.070

164.080

164.090

164.100

164.110

164.120

164.130

164.140

164.150

164.160

164.170

164.180

164.190

164.200

164.210

164.220

164.230

164.240

164.250

164.260

164.270

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Chainage

Chainage

Chainage

LHS-MCW RHS-Wokfront / Issues RHS-MCWLHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW LHS-MCW LHS-Wokfront / Issues RHS-Wokfront / Issues RHS-MCW LHS-MCW LHS-Wokfront / Issues

MPR A

PRIL

20

20

60

0.5

1

MPR

APRIL

20

20

Sr.

No.

Desi

gn

Chain

age A

s

per

CA

Revi

sed D

esi

gn

Chain

age

Num

ber

and

Length

of Spans

(m)

Rem

ark

s

(As

per

Sch

d B

)

Typ

e o

f Exi

stin

g

Struct

ure

Protection

Work

Return Wall &

Parapet

Slab

Wall

Raft

PCC

Granular

Filling

Excavation

Excavation

Granular

Filling

PCC

Raft

Wall

Slab

Return Wall &

Parapet

Protection

Work

11

16

.60

21 x

2.0

mW

idenin

gSla

b C

ulv

ert

11

21

16

.83

71 x

2.0

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idenin

gSla

b C

ulv

ert

0

31

16

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41 x

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ulv

ert

0

41

20

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Reco

nst

ruct

ion

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ulv

ert

0

51

20

.28

01 x

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Reco

nst

ruct

ion

Sla

b C

ulv

ert

0

61

20

.34

61 x

1.5

Reco

nst

ruct

ion

Box

Culv

ert

0

71

20

.83

61 x

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mW

idenin

gBox

Culv

ert

0

81

21

.54

01 x

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idenin

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b C

ulv

ert

0

91

21

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31

21

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b C

ulv

ert

11

11

11

11

11

1

10

12

1.8

85

12

1.8

95

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e C

ulv

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11

11

11

11

11

11

11

1

11

12

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12

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85

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ulv

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11

11

11

11

11

11

11

1

12

12

2.4

97

12

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ulv

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11

11

11

11

11

11

11

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13

12

2.6

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11

11

11

11

11

11

11

1

14

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11

11

11

11

11

11

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11

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11

11

11

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16

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11

11

11

11

11

11

17

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11

11

11

11

11

11

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19

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11

11

11

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11

11

11

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11

11

11

1

23

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7.7

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00

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ulv

ert

11

11

11

11

11

11

1

24

12

8.2

67

12

8.2

79

1 x

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e C

ulv

ert

11

11

11

1

25

12

8.4

94

12

8.5

05

1 x

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ruct

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Pip

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11

11

11

1

26

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75

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0

27

12

8.6

82

1 x

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nst

ruct

ion

Sla

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0

28

12

8.7

27

3 x

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ruct

ion

Pip

e C

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11

11

11

1

29

12

8.9

04

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8.9

16

1 x

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ruct

ion

Pip

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ulv

ert

11

11

11

1

30

12

9.0

67

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ion

Pip

e C

ulv

ert

11

11

11

1

31

12

9.2

46

12

9.2

60

1 x

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gPip

e C

ulv

ert

11

11

11

1

32

12

9.5

07

12

9.5

19

1 x

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idenin

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b C

ulv

ert

11

11

11

1

33

12

9.7

07

1x2.5

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idenin

gSla

b C

ulv

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0

34

12

9.8

23

12

9.8

35

1 x

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ulv

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11

11

11

1

35

13

0.0

96

1 x

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nst

ruct

ion

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ulv

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0

36

13

0.3

07

13

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18

1 x

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nst

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ion

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b C

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11

11

11

11

37

13

0.3

57

13

0.3

68

1 x

1.5

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nst

ruct

ion

Sla

b C

ulv

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11

11

38

13

0.6

80

13

0.6

93

2 x

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nst

ruct

ion

Pip

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ulv

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11

11

11

11

11

1

39

13

0.8

27

13

0.8

39

1 x

0.9

mW

idenin

gPip

e C

ulv

ert

11

11

11

11

40

13

0.9

89

1 x

3.0

mW

idenin

gSla

b C

ulv

ert

0

41

13

1.1

46

13

1.1

59

1 x

0.9

mW

idenin

gPip

e C

ulv

ert

11

11

11

11

11

42

13

1.5

05

1 x

3.0

Reco

nst

ruct

ion

Sla

b C

ulv

ert

0

43

13

1.7

22

13

1.7

33

1 x

1.2

Reco

nst

ruct

ion

Pip

e C

ulv

ert

11

11

11

11

11

11

1

44

13

1.7

80

13

1.7

92

1 x

1.2

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nst

ruct

ion

Pip

e C

ulv

ert

11

11

11

11

11

11

1

45

13

2.3

00

13

2.3

18

1 x

3.0

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b C

ulv

ert

11

11

11

11

11

11

11

46

13

2.5

57

13

2.5

71

1 x

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b C

ulv

ert

11

11

11

1

47

13

2.7

30

13

2.7

42

1 x

3.0

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idenin

gSla

b C

ulv

ert

11

11

11

11

48

13

2.7

89

13

2.8

03

1 x

2.0

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idenin

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b C

ulv

ert

11

11

11

11

11

11

11

1

49

13

3.1

15

13

3.1

28

1 x

5.0

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idenin

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b C

ulv

ert

11

11

11

11

11

11

1

50

13

3.2

10

13

3.2

22

1 x

2.0

mW

idenin

gSla

b C

ulv

ert

11

11

11

11

51

13

3.2

40

13

3.2

68

1 x

0.9

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idenin

gPip

e C

ulv

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11

11

11

1

52

13

3.6

35

13

3.5

79

1 x

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nst

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ion

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ulv

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11

11

11

1

53

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3.7

34

13

3.7

48

1 x

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ion

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ulv

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11

11

11

11

54

13

3.9

35

1 x

1.2

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nst

ruct

ion

Pip

e C

ulv

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0

55

13

3.9

87

1 x

1.5

Reco

nst

ruct

ion

Sla

b C

ulv

ert

0

56

16

3.7

00

16

3.7

00

2 x

0.9

mW

idenin

gPip

e C

ulv

ert

11

11

11

11

11

11

11

57

16

3.7

93

16

3.7

94

1 x

0.9

mW

idenin

gPip

e C

ulv

ert

11

11

11

11

11

1

Four

Lanin

g o

f C

holo

pura

m to T

hanja

vur

from

Km

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40 to K

m.1

64.2

75 S

ect

ion o

f N

H45C

in the s

tate

of Tam

il N

adu U

nder

NH

DP P

hase

-IV o

n H

ybrid A

nnuity

Mode

Table

4.2

- 1

: S

trip

Chart for

statu

s of Box

Culv

erts

on E

xist

ing R

oad

( M

ain

Carr

iagew

ay

)IN

PRO

GRESS

CO

MPLE

TED

LHS

RH

S MPR A

PRIL

2020

61

0.5

1

MPR

APRIL

2020

Sr.

No.

Desi

gn

Chain

age A

s

per

CA

Revi

sed

Desi

gn

Chain

age

Num

ber

and

Length

of Spans

(m)

Rem

ark

s

(As

per

Sch

d B

)

Typ

e o

f Exi

stin

g

Struct

ure

T a r g e

Protection

Work

Return Wall

& Parapet

Slab

Wall

Raft

PCC

Granular

Filling

Excavation

Excavation

Granular

Filling

PCC

Raft

Wall

Slab

Return Wall

& Parapet

Protection

Work

1120.0

68

120.068

1 x

3.0

Reco

nst

ruct

ion

Sla

b C

ulv

ert

0

2120.2

80

120.288

1 x

1.5

Reco

nst

ruct

ion

Sla

b C

ulv

ert

0

3120.3

46

120.356

1 x

1.5

Reco

nst

ruct

ion

Box

Culv

ert

0

4126.8

36

126.829

1 x

3.0

Reco

nst

ruct

ion

Sla

b C

ulv

ert

0

5126.9

87

127.007

1 x

2.0

Reco

nst

ruct

ion

Sla

b C

ulv

ert

0

6127.4

88

127.433

1 x

1.2

Reco

nst

ruct

ion

Pip

e C

ulv

ert

0

7127.6

00

127.612

3 x

1.2

Reco

nst

ruct

ion

Pip

e C

ulv

ert

0

8128.4

94

128.504

1 x

1.2

Reco

nst

ruct

ion

Pip

e C

ulv

ert

0

9128.6

75

128.667

1 x

2.0

Reco

nst

ruct

ion

Box

Culv

ert

0

10

128.6

82

128.674

1 x

2.0

Reco

nst

ruct

ion

Sla

b C

ulv

ert

0

11

128.7

27

128.738

3 x

1.2

Reco

nst

ruct

ion

Pip

e C

ulv

ert

0

12

128.9

04

128.916

1 x

1.2

Reco

nst

ruct

ion

Pip

e C

ulv

ert

13

129.0

67

129.079

1 x

1.2

Reco

nst

ruct

ion

Pip

e C

ulv

ert

14

130.0

96

130.109

1 x

1.2

Reco

nst

ruct

ion

Pip

e C

ulv

ert

0

15

130.3

07

130.318

1 x

1.5

Reco

nst

ruct

ion

Sla

b C

ulv

ert

0

16

130.3

57

130.369

1 x

1.5

Reco

nst

ruct

ion

Sla

b C

ulv

ert

0

17

130.6

80

130.692

2 x

1.2

Reco

nst

ruct

ion

Pip

e C

ulv

ert

0

18

131.1

46

131.159

1 X

0.9

Wid

enin

gPip

e C

ulv

ert

19

131.5

05

131.516

1 x

3.0

Reco

nst

ruct

ion

Sla

b C

ulv

ert

0

20

131.7

22

131.732

1 x

1.2

Reco

nst

ruct

ion

Pip

e C

ulv

ert

0

21

131.7

80

131.791

1 x

1.2

Reco

nst

ruct

ion

Pip

e C

ulv

ert

0

22

133.6

35

133.579

1 x

2.0

Reco

nst

ruct

ion

Sla

b C

ulv

ert

23

133.7

34

133.747

1 x

2.0

Reco

nst

ruct

ion

Sla

b C

ulv

ert

0

24

133.9

35

133.938

1 x

1.2

Reco

nst

ruct

ion

Pip

e C

ulv

ert

0

25

133.9

87

133.979

1 x

1.2

Reco

nst

ruct

ion

Pip

e C

ulv

ert

Four

Lanin

g o

f C

holo

pura

m to T

hanja

vur

from

Km

.11

6.4

40

to K

m.1

64

.275

Sect

ion o

f N

H45

C in the s

tate

of Tam

il N

adu U

nder

NH

DP P

hase

-IV o

n H

ybrid

Annuity

Mode

Table

4.2

- 1

: S

trip

Chart for

statu

s of Box

Culv

erts

on E

xist

ing R

oad

( Serv

ice R

oad )

IN P

RO

GRESS

CO

MPLE

TED

LHS

RH

S

MPR A

PRIL

2020

62

0.5

1

MPR

APRIL

20

20

Sr.

No.

Desi

gn

Chain

age A

s

per

CA

Revi

sed D

esi

gn

Chain

age

Num

ber

and

Length

of Spans

(m)

Rem

ark

sTyp

e o

f Struct

ure

Protection

Work

Return Wall

& Parapet

Slab

Wall

Raft

PCC

Granular

Filling

Excavation

Excavation

Granular

Filling

PCC

Raft

Wall

Slab

Return Wall

& Parapet

Protection

Work

1119.9

71

119.8

79

1 x

1.5

Reco

nst

ruct

ion

Sla

b C

ulv

ert

11

11

11

11

11

11

1

2134.5

00

134.5

14

1 x

2.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

1

3138.4

92

138.5

23

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

1

4139.8

27

139.8

56

1 x

2.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

1

5140.0

10

140.0

40

1 x

2.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

1

6140.2

92

140.3

22

1 x

3.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

1

7140.9

11

140.9

45

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

1

8142.1

89

142.0

48

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

1

9142.7

76

142.8

12

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

1

10

144.4

26

144.5

00

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

1

11

146.0

49

146.0

79

1 x

3.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

1

12

147.0

60

147.0

93

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

1

13

148.6

50

148.6

50

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

1

14

150.2

37

150.2

65

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

1

15

150.7

80

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

16

152.3

90

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

17

153.7

81

1 x

2.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

18

154.1

29

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

19

154.9

00

1 x

3.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

20

155.3

81

1 x

3.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

21

155.6

01

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

22

155.6

45

1 x

3.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

23

155.7

43

1 x

2.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

24

155.9

38

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

25

156.9

84

1 x

3.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

26

157.2

83

157.3

10

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

1

27

157.6

78

157.7

01

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

1

28

158.2

83

158.3

10

1 x

2.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

1

29

158.5

31

158.5

58

1 x

2.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

30

158.6

39

158.6

65

1 x

2.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

1

31

158.8

52

158.8

22

1 x

5.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

32

159.2

82

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

1

33

159.3

61

159.3

85

1 x

3.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

1

34

160.1

57

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

1

35

160.3

26

1 x

3.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

1

36

160.4

20

1 x

2.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

37

160.5

72

160.5

94

1 x

2.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

1

38

160.6

35

160.6

58

1 x

2.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

39

160.7

33

1 x

2.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

40

160.7

98

160.8

50

1 x

2.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

1

41

161.2

88

161.3

10

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

1

42

161.4

99

161.5

01

1 x

2.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

1

43

161.5

73

161.5

95

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

44

161.6

93

161.7

17

1 x

2.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

1

45

161.7

57

161.7

59

1 x

2.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

1

46

162.2

43

162.2

55

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

11

11

11

11

11

11

11

1

Four

Lanin

g o

f C

holo

pura

m to T

hanja

vur

from

Km

.11

6.4

40

to K

m.1

64

.27

5 S

ect

ion o

f N

H4

5C

in the s

tate

of Tam

il N

adu U

nder

NH

DP P

hase

-IV o

n H

ybrid

Annuity

Mode

Table

4.2

- 2

: S

trip

Chart for

statu

s of Box

Culv

erts

on B

ypass

( M

ain

Carr

iagew

ay

)IN

PRO

GRESS

CO

MPLE

TED

LHS

RH

S

MPR A

PRIL

20

20

63

0.5

1

MPR

APRIL

20

20

Sr.

No.

Desi

gn

Chain

age A

s

per

CA

Revi

sed D

esi

gn

Chain

age

Num

ber

and

Length

of Spans

(m)

Rem

ark

sTyp

e o

f Struct

ure

Protection

Work

Return Wall

& Parapet

Slab

Wall

Raft

PCC

Granular

Filling

Excavation

Excavation

Granular

Filling

PCC

Raft

Wall

Slab

Return Wall

& Parapet

Protection

Work

1119.9

71

119.978

1 x

1.5

Reco

nst

ruct

ion

Sla

b C

ulv

ert

0

2134.5

00

134.515

1 x

2.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

3138.4

92

138.503

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

4144.4

26

144.500

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

5150.2

37

150.268

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

6156.9

84

156.991

1 x

3.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

7157.2

83

157.289

1 x

4.0

m x

2.0

mN

ew

Cost

ruct

ion

Box

Culv

ert

0

Four

Lanin

g o

f C

holo

pura

m to T

hanja

vur

from

Km

.11

6.4

40

to K

m.1

64

.27

5 S

ect

ion o

f N

H4

5C

in the s

tate

of Tam

il N

adu U

nder

NH

DP P

hase

-IV o

n H

ybrid A

nnuity

Mode

Table

4.2

- 2

: S

trip

Chart for

statu

s of Box

Culv

erts

on B

ypass

( Serv

ice R

oad )

IN P

RO

GRESS

CO

MPLE

TED

LHS

RH

S

MPR A

PRIL

20

20

64

0.5

1

MPR

APRIL

20

20

Sr.

No.

Desi

gn C

hain

age

As

per

CA

Revi

sed

Chain

age

Num

ber

and

Length

of Spans

(m)

Typ

e o

f Struct

ure

Stretc

h

Protection

Work

Retaing

Wall + CB

Slab

Wall

Raft

PCC

Granular

Filling

Excavation

Excavation

Granular

Filling

PCC

Raft

Wall

Slab

Retaing

Wall + CB

Protection

Work

11

21

.02

41

x 6

.0m

MN

BB

Exi

stin

g1

11

11

11

21

22

.04

63

x 7

.5m

MN

BB

Exi

stin

g

11

17

.76

41

17

.76

42

x 1

0.0

mM

NBB

Byp

ass

11

11

11

11

11

11

1

21

18

.21

71

18

.11

01

x 8

.0m

MN

BB

Byp

ass

0.1

11

11

11

11

11

11

10.1

31

18

.40

01

19

.57

01

x 6

.0m

MN

BB

Byp

ass

11

11

11

11

11

11

11

1

41

18

.48

01

18

.48

01

x 6

.0m

MN

BB

Byp

ass

11

11

11

11

11

11

11

1

51

18

.53

91

18

.54

81

x 8

.0m

MN

BB

Byp

ass

11

11

11

11

11

11

1

61

18

.91

91

19

.10

01

x 6

.0m

MN

BB

Byp

ass

0.6

11

11

11

11

11

11

11

71

26

.13

42

X

10

.0m

MN

BB

Byp

ass

81

34

.32

02

x 1

0.0

mM

NBB

Byp

ass

91

34

.77

01

34

.77

41

x 1

0.0

mM

NBB

Byp

ass

0.2

11

11

11

11

10.2

10

13

6.7

05

13

6.7

38

1 x

6.0

mM

NBB

Byp

ass

11

11

11

11

11

11

11

1

11

13

8.5

55

13

8.5

85

1 x

6.0

mM

NBB

Byp

ass

0.1

11

11

11

11

10.1

12

13

8.9

01

13

8.9

35

6 x

7.5

mM

NBB

Byp

ass

13

13

9.1

05

13

9.1

38

2 x

15

mM

NBB

Byp

ass

11

11

11

1

14

13

9.2

99

13

9.3

35

4 x

7.5

mM

NBB

Byp

ass

15

13

9.4

53

1 x

7.0

mM

NBB

Byp

ass

16

14

0.6

05

14

0.6

37

1 x

6.0

mM

NBB

Byp

ass

0.25

11

11

11

11

11

11

10.25

17

14

0.8

60

14

0.8

92

1 x

8.0

mM

NBB

Byp

ass

0.25

11

11

11

11

11

11

10.25

18

14

1.1

64

14

1.1

45

1 x

10

.0m

MN

BB

Byp

ass

0.25

11

11

11

11

11

11

10.25

19

14

1.4

45

1 x

8.0

mM

NBB

Byp

ass

20

14

1.7

27

14

1.7

60

1 x

8.0

mM

NBB

Byp

ass

11

11

11

11

11

11

1

21

14

2.2

04

14

2.2

35

1 x

8.0

mM

NBB

Byp

ass

11

11

11

11

11

11

11

1

22

14

2.6

57

14

2.6

87

1 x

6.0

mM

NBB

Byp

ass

0.2

11

11

11

11

11

11

10.2

23

14

2.8

97

14

2.9

32

2 x

8.0

mM

NBB

Byp

ass

11

11

11

11

11

11

1

24

14

3.1

15

14

3.1

36

6 x

7.5

mM

NBB

Byp

ass

25

14

3.8

23

14

3.8

52

2 x

8.0

mM

NBB

Byp

ass

0.2

11

11

11

11

11

11

10.2

26

14

4.0

00

14

3.9

95

2 x

10

.0m

MN

BB

Byp

ass

0.7

11

11

11

11

0.7

27

14

6.6

39

1 x

10

.0m

MN

BB

Byp

ass

28

14

7.3

96

14

7.4

26

1 x

8.0

mM

NBB

Byp

ass

0.7

11

11

11

11

10.6

29

14

8.5

60

14

8.5

92

1 x

8.0

mM

NBB

Byp

ass

11

11

11

11

11

0.6

30

14

4.8

80

14

4.9

16

4 x

7.5

mM

NBB

Byp

ass

11

11

11

11

31

14

9.9

40

14

9.9

62

1 x

10

.0m

MN

BB

Byp

ass

0.8

11

11

11

11

10.7

32

14

9.9

97

1 x

6.0

mM

NBB

Byp

ass

33

15

2.8

76

2 x

10

.0m

MN

BB

Byp

ass

34

15

3.2

63

15

3.2

87

1 x

10

.0m

MN

BB

Byp

ass

0.1

11

11

11

11

10.1

35

15

3.5

28

15

3.5

57

1 x

6.0

mM

NBB

Byp

ass

0.1

11

11

11

11

10.1

36

15

3.9

39

15

3.9

68

1 x

10

.0m

MN

BB

Byp

ass

0.1

11

11

11

11

10.1

37

15

4.6

26

15

4.6

59

1 x

6.0

mM

NBB

Byp

ass

0.1

11

11

11

11

1

38

15

4.7

39

15

4.7

64

1 x

10

.0m

MN

BB

Byp

ass

0.1

11

11

11

11

10.1

39

15

5.0

49

15

5.0

82

2 x

7.5

mM

NBB

Byp

ass

40

15

6.0

14

15

6.0

40

1 x

8.0

mM

NBB

Byp

ass

0.1

11

11

11

11

10.1

41

15

6.2

16

15

6.2

44

1 x

6.0

mM

NBB

Byp

ass

0.1

11

11

11

11

10.1

42

15

6.3

36

15

6.3

66

1 x

6.0

mM

NBB

Byp

ass

11

11

11

11

1

43

15

6.7

07

1 x

10

.0m

MN

BB

Byp

ass

44

15

7.4

58

15

7.4

85

1 x

7.0

mM

NBB

Byp

ass

11

11

11

11

11

11

45

15

7.4

94

15

7.5

17

1 x

8.0

mM

NBB

Byp

ass

0.6

11

11

11

11

11

1

46

15

8.1

28

15

8.1

55

1 x

7.0

mM

NBB

Byp

ass

11

11

11

11

11

11

1

47

15

8.9

72

15

8.9

94

1 x

6.0

mM

NBB

Byp

ass

0.6

11

11

11

11

11

48

15

9.0

76

1 x

8.0

mM

NBB

Byp

ass

49

15

9.7

23

15

9.7

42

1 x

6.0

mM

NBB

Byp

ass

0.6

11

11

11

11

10.6

50

15

9.8

01

1 x

6.0

mM

NBB

Byp

ass

11

11

11

11

11

51

16

1.2

08

16

1.2

27

1 x

8.0

mM

NBB

Byp

ass

11

11

11

11

11

11

52

16

2.5

95

16

2.5

95

2 x

15

mM

NBB

Byp

ass

11

11

11

1

MN

B IN

EXI

STIN

G L

EN

GTH

MN

B IN

BYPA

SS

Four

Lanin

g o

f C

holo

pura

m to T

hanja

vur

from

Km

.11

6.4

40

to K

m.1

64

.27

5 S

ect

ion o

f N

H4

5C

in the s

tate

of Tam

il N

adu U

nder

NH

DP P

hase

-IV o

n H

ybrid A

nnuity

Mode

Table

4.2

- 3

: S

trip

Chart for

statu

s of M

NB -

Box

( M

ain

Carr

iagew

ay

)IN

PRO

GRESS

CO

MPLE

TED

LHS

RH

S

MPR A

PRIL

20

20

65

0.5

1

MPR

APRIL

2020

SR.N

O.

MN

B

at C

hain

age

Span

Pie

r/

Abutm

ent

Crash Barrier

Slab

Girder

Launching

Girder

Casting

Piercap/Abtc

ap

Pier/Abt

Pile Cap

Pile

Pile

Pile Cap

Pier/Abt

Piercap/Abtc

ap

Girder

Casting

Girder

Launching

Slab

Crash Barrier

A1

P1

A2

A1

A2

EXI

SIT

NG

STRU

CTU

RE

1 2

13

3+

34

5

15

9+

52

2

3x1

2.5

m

1x1

5.0

m

Four

Lanin

g o

f C

holo

pura

m to T

hanja

vur

from

Km

.116.4

40 to K

m.1

64.2

75 S

ect

ion o

f N

H45C

in the s

tate

of Tam

il N

adu U

nder

NH

DP P

hase

-IV o

n H

ybrid

Annuity

Mode

Table

4.2

- 3

: S

trip

Chart for

statu

s of M

NB -

Deck

Typ

e ( M

ain

Carr

iagew

ay

)IN

PRO

GRESS

CO

MPLE

TED

LHS

RH

S

MPR A

PRIL

20

20

66

0.5

1

MPR

APRIL

2020

Sr.

No.

Desi

gn

Chain

age A

s per

CA

Revi

sed

Chain

age

Num

ber

and

Length

of Spans

(m)

Typ

e o

f Struct

ure

Stretc

h

Protection

Work

Slab

Wall

Raft

PCC

Granular

Filling

Excavation

Excavation

Granular

Filling

PCC

Raft

Wall

Slab

Protection

Work

1117.7

64

117.7

64

2 x

10.0

mM

NBB

Byp

ass

2126.1

34

126.1

34

2 X

10.0

mM

NBB

Realig

n

3134.3

20

134.3

20

2x

10.0

mM

NBB

Byp

ass

4134.7

70

134.7

74

1 x

10.0

mM

NBB

Byp

ass

5138.5

55

138.5

85

1 x

6.0

mM

NBB

Byp

ass

6138.9

01

138.9

35

6 x

7.5

mM

NBB

Byp

ass

7139.4

53

139.4

85

1 x

7.0

mM

NBB

Byp

ass

8139.1

05

139.1

38

2 x

15m

MN

BB

Byp

ass

9139.2

99

139.3

35

4 x

7.5

mM

NBB

Byp

ass

10

139.4

53

139.4

85

1 x

7.0

mM

NBB

Byp

ass

11

141.1

64

141.1

45

1 x

10.0

mM

NBB

Byp

ass

12

141.4

45

141.4

66

1 x

8.0

mM

NBB

Byp

ass

13

141.7

27

141.7

60

1 x

8.0

mM

NBB

Byp

ass

14

144.8

80

144.9

16

4 x

7.5

mM

NBB

Byp

ass

15

149.9

40

149.9

62

1 x

10.0

mM

NBB

Byp

ass

16

149.9

97

150.0

28

1 x

6.0

mM

NBB

Byp

ass

17

156.0

14

156.0

40

1 x

8.0

mM

NBB

Byp

ass

18

156.2

16

156.2

44

1 x

6.0

mM

NBB

Byp

ass

19

156.3

36

156.3

66

1 x

6.0

mM

NBB

Byp

ass

20

156.7

07

156.7

34

1 x

10.0

mM

NBB

Byp

ass

MN

B S

ERVIC

E R

OA

D IN

BYPA

SS

Four

Lanin

g o

f C

holo

pura

m to T

hanja

vur

from

Km

.11

6.4

40

to K

m.1

64

.27

5 S

ect

ion o

f N

H4

5C

in the s

tate

of Tam

il N

adu U

nder

NH

DP P

hase

-IV o

n H

ybrid A

nnuity

Mode

Table

4.2

- 3

: S

trip

Chart for

statu

s of M

NB -

Box

( Serv

ice R

oad )

IN P

RO

GRESS

CO

MPLE

TED

LHS

RH

S

MPR A

PRIL

20

20

67

MPR

APRIL

20

20

Sr.

No.

Desi

gn

Chain

age A

s

per

CA

Chain

age a

s

Per

Site

Num

ber

and

Length

of

Spans

(m)

Protection

Work

Slab

Wall

Raft

PCC

Excavation

Excavation

PCC

Raft

Wall

Slab

Protection

Work

11

47

.91

71

47

.95

11

X 7

mBYPA

SS

11

11

11

11

11

1

21

49

.98

81

50

.02

31

X 7

mBYPA

SS

0.8

11

11

11

10.8

Four

Lanin

g o

f C

holo

pura

m to T

hanja

vur

from

Km

.11

6.4

40

to K

m.1

64

.27

5 S

ect

ion o

f N

H4

5C

in the s

tate

of Tam

il N

adu U

nder

NH

DP P

hase

-IV

on H

ybrid A

nnuity

Mode

Table

4.2

- 4

: S

trip

Chart for

statu

s of PU

PIN

PRO

GRESS

CO

MPLE

TED

LHS

RH

S

MPR A

PRIL

20

20

68

0.5

MPR

APRIL

2

02

0

Sr.

No.

FO

at

Chain

age

Span

Crash Barrier

Slab

Girder

Launching

Girder

Casting

Piercap/Abtc

ap

Pier/Abt

Pile Cap

PCC

Pile

Pile

PCC

Pile Cap

Pier/Abt

Piercap/Abtc

ap

Girder

Casting

Girder

Launching

Slab

Crash Barrier

A1

61

A2

65

A1

11

66

61

11

A2

11

16

66

11

A1

11

16

61

11

A2

11

16

61

11

A1

11

16

61

11

A2

11

16

61

11

A1

11

11

66

11

11

A2

11

66

61

11

A1

11

16

66

11

A2

11

16

61

11

1 1 1 1 1

4

2 5 3

BYPA

SS+

EXI

STIN

G

BYPA

SS+

EXI

STIN

G

EXI

STIN

G

BYPA

SS+

EXI

STIN

G

BYPA

SS

BYPA

SS

1 x

30 m

1 x

30 m

1 x

30 m

1 x

30 m

1 x

30 m

1 x

30 m

117+

600

120+

000

127+

300

134+

000

145+

140

157+

100

1 2 3 4 5 6

Four

Lanin

g o

f C

holo

pura

m to T

hanja

vur

from

Km

.11

6.4

40 to K

m.1

64

.27

5 S

ect

ion o

f N

H4

5C

in the s

tate

of Tam

il N

adu

Under

NH

DP P

hase

-IV o

n H

ybrid A

nnuity

Mode

Table

4.2

- 6

: S

trip

Chart for

statu

s of FLY

OVER

IN P

RO

GRESS

1C

OM

PLE

TED

LHS

RH

S

MPR A

PRIL

20

20

69

0.5

MPR A

PRIL

2020

SR.N

O.

VU

P a

t

Chain

age

Span

Crash Barrier

Slab

Girder

Launching

Girder

Casting

Piercap/Abtc

ap

Pier/Abt

Pile Cap

PCC

Pile

Pile

PCC

Pile Cap

Pier/Abt

Piercap/Abtc

ap

Girder

Casting

Girder

Launching

Slab

Crash Barrier

A1

11

11

66

A2

11

11

66

A1

66

A2

66

A1

11

16

61

11

A2

11

16

61

11

1

A1

11

11

66

66

6

A2

11

11

66

66

66

A1

11

16

66

66

6

A2

11

66

66

66

A1

11

11

66

11

11

A2

11

11

66

11

11

A1

11

11

66

11

11

A2

11

11

60

61

11

1

A1

11

11

66

11

11

A2

11

11

66

11

11

A1

11

16

61

11

A2

11

16

61

11

A1

66

A2

66

55 4

5 5 5 5

35 5 5 5 5

BYPA

SS

BYPA

SS

BYPA

SS

BYPA

SS

1x2

5

1x2

5

1x2

5

1x2

5

EXI

STIN

G

EXI

STIN

G

EXI

STIN

G

EXI

STIN

G

EXI

STIN

G

BYPA

SS

138+

720

139+

440

141+

450

156+

446

1x2

5

1x2

5

1x2

5

1x2

5

1x2

5

1x2

5

7 8 9 10

126+

100

126+

600

128+

700

130+

335

131+

500

1 2 3 4 5 65

5

Four

Lanin

g o

f C

holo

pura

m to T

hanja

vur

from

Km

.11

6.4

40

to K

m.1

64

.27

5 S

ect

ion o

f N

H4

5C

in the s

tate

of Tam

il N

adu

Under

NH

DP P

hase

-IV o

n H

ybrid A

nnuity

Mode

Table

4.2

- 7

: S

trip

Chart for

statu

s of VU

PIN

PRO

GRESS

1C

OM

PLE

TED

LHS

RH

S

136+

282

MPR A

PRIL

20

20

70

MPR

APRIL

2

02

0

Crash Barrier

Slab

Steel Girder

Launching

Steel Girder

Erection

Girder

Launching

Girder Casting

Pier Cap/Abt

Cap

Pier/Abt

Pile Cap

Pile

Pile

Pile Cap

Pier/Abt

Pier Cap/Abt

Cap

Girder Casting

Girder

Launching

Steel Girder

Erection

Steel Girder

Launching

Slab

Crash Barrier

A1

16

61

P1

P2

A2

66

Four

Lanin

g o

f C

holo

pura

m to T

hanja

vur

from

Km

.11

6.4

40

to K

m.1

64

.27

5 S

ect

ion o

f N

H4

5C

in the s

tate

of Tam

il N

adu

Under

NH

DP P

hase

-IV o

n H

ybrid A

nnuity

Mode

Table

4.2

- 8

: S

trip

Chart for

statu

s of RO

BIN

PRO

GRESS

CO

MPLE

TED

RO

B a

t C

hain

age 1

34

+3

45

(1

x 2

0.2

85

m+

1 x

30

.42

6m

+1

x 2

0.2

85

m (Ske

w 9

.6 °

))-

EXI

STIN

G

LHS/L

SR

RH

S/L

SR

MPR A

PRIL

20

20

71

0.5

IN P

RO

GRESS

1C

OM

PLE

TED

MJB

at C

hain

age 1

46+

902 (4x2

0) -B

YPA

SS

Cra

sh B

arr

ier

Sla

bG

irder

Launch

ing

Girder

Cast

ing

Pie

r C

ap/A

bt

Cap

Pie

r/A

bt

Pile

Cap

Pile

Pile

Pile

Cap

Pie

r/A

bt

Pie

r C

ap/A

bt

Cap

Girder

Cast

ing

Girder

Launch

ing

Sla

bC

rash

Barr

ier

A1

P1

P2

P3

A2

MJB

at C

hain

age 1

48+

017 (3x2

0)-

BYPA

SS

Cra

sh B

arr

ier

Sla

bG

irder

Launch

ing

Girder

Cast

ing

Pie

r C

ap/A

bt

Cap

Pie

r/A

bt

Pile

Cap

Pile

Pile

Pile

Cap

Pie

r/A

bt

Pie

r C

ap/A

bt

Cap

Girder

Cast

ing

Girder

Launch

ing

Sla

bC

rash

Barr

ier

A1

P1

P2

A2

MJB

at C

hain

age 1

49+

334 (3x2

0)-

BYPA

SS

Cra

sh B

arr

ier

Sla

bG

irder

Launch

ing

Girder

Cast

ing

Pie

r C

ap/A

bt

Cap

Pie

r/A

bt

Pile

Cap

Pile

Pile

Pile

Cap

Pie

r/A

bt

Pie

r C

ap/A

bt

Cap

Girder

Cast

ing

Girder

Launch

ing

Sla

bC

rash

Barr

ier

A1

P1

P2

A2

MJB

at C

hain

age 1

56+

559 (6x2

0)-

BYPA

SS

Cra

sh B

arr

ier

Sla

bG

irder

Launch

ing

Girder

Cast

ing

Pie

r C

ap/A

bt

Cap

Pie

r/A

bt

Pile

Cap

Pile

Pile

Pile

Cap

Pie

r/A

bt

Pie

r C

ap/A

bt

Cap

Girder

Cast

ing

Girder

Launch

ing

Sla

bC

rash

Barr

ier

P2

55

P3

6

P4

13

P5

23

P6

2

A2

MJB

at C

hain

age 1

61+

019 (6x2

0)-

BYPA

SS

Cra

sh B

arr

ier

Sla

bG

irder

Launch

ing

Girder

Cast

ing

Pie

r C

ap/A

bt

Cap

Pie

r/A

bt

Pile

Cap

Pile

Pile

Pile

Cap

Pie

r/A

bt

Pie

r C

ap/A

bt

Cap

Girder

Cast

ing

Girder

Launch

ing

Sla

bC

rash

Barr

ier

A1

55

P1

P2

6

P3

61

P4

6

P5

66

A2

LHS/L

SR

RH

S/L

SR

LHS/L

SR

RH

S/L

SR

RH

S/L

SR

LHS/L

SR

LHS/L

SR

RH

S/L

SR

Four

Lanin

g o

f C

holo

pura

m to T

hanja

vur

from

Km

.116.4

40 to K

m.1

64.2

75 S

ect

ion o

f N

H45C

in the s

tate

of Tam

il N

adu U

nder

NH

DP P

hase

-IV o

n H

ybrid A

nnuity

Mode

Table

4.2

- 5

: S

trip

Chart for

statu

s of M

JB

( M

ain

Carr

iagew

ay

)

MPR A

PRIL

2020

LHS/L

SR

RH

S/L

SR

MPR A

PRIL

20

20

72


MPR APRIL 2020

5. Financial & Physical Progress of Work

Figure 3a : Financial Progress - Planned vs Achieved - S Curve Figure 3b : Physical Progress - Planned vs Achieved - S Curve

73

0.2

9

Se

pO

ct

No

vD

ec

Ja

nF

eb

Ma

rA

pr

Ma

yJ

un

Ju

lA

ug

Se

pO

ct

No

vD

ec

Ja

nF

eb

Ma

rA

pr

Ma

yJ

un

Ju

lA

ug

Se

p

12

34

56

78

91

01

11

21

31

41

51

61

71

81

92

02

12

22

32

42

5

Mo

nth

ly P

lan

ned

30.3

446.0

057.0

772.5

041.5

843.7

843.7

846.9

167.0

880.5

095.1

795.6

1147.3

285.0

439.9

735.2

430.9

026.3

446.2

941.9

952.6

746.1

931.6

419.5

622.1

2

Mo

nth

lyA

ch

iev

ed

30.5

630.5

618.4

17.8

97.4

36.9

020.7

916.5

918.1

46.9

58.8

719.9

66.6

76.8

97.1

816.4

313.3

331.6

925.9

06.0

8

Cu

mu

lati

ve

Pla

nn

ed

30.3

476.3

4133.4

1205.9

1247.4

9291.2

7335.0

6381.9

7449.0

5529.5

5624.7

3720.3

4867.6

6952.7

0992.6

61027.9

11058.8

01085.1

51131.4

41173.4

31226.0

91272.2

81303.9

21323.4

81345.6

0

Cu

mu

lati

ve

Ach

iev

ed

30.5

661.1

179.5

287.4

194.8

4101.7

5122.5

4139.1

3157.2

7164.2

2173.0

9193.0

5199.7

2206.6

1213.8

0230.2

3243.5

5275.2

4301.1

4307.2

2

Mo

nth

ly P

lan

ned

(%)

2.3

%3.4

%4.2

%5.4

%3.1

%3.3

%3.3

%3.5

%5.0

%6.0

%7.1

%7.1

%10.9

%6.3

%3.0

%2.6

%2.3

%2.0

%3.4

%3.1

%3.9

%3.4

%2.4

%1.5

%1.6

%

Mo

nth

ly A

ch

iev

ed

(%)

2.3

%2.3

%1.4

%0.6

%0.6

%0.5

%1.5

%1.2

%1.3

%0.5

%0.7

%1.5

%0.5

%0.5

%0.5

%1.2

%1.0

%2.4

%1.9

%0.5

%

Cu

mu

lati

ve

Pla

nn

ed

(%

)2.3

%5.7

%9.9

%15.3

%18.4

%21.6

%24.9

%28.4

%33.4

%39.4

%46.4

%53.5

%64.5

%70.8

%73.8

%76.4

%78.7

%80.6

%84.1

%87.2

%91.1

%94.6

%96.9

%98.4

%100.0

%

Cu

mu

lati

ve

Ach

iev

ed

(%

)2.3

%4.5

%5.9

1%

6.5

0%

7.0

5%

7.5

6%

9.1

1%

10.3

%11.7

%12.2

%12.9

%14.3

%14.8

%15.4

%15.9

%17.1

%18.1

%20.5

%22.4

%22.8

%

Sc

he

du

le

20

19

20

20

Fo

ur

Lan

ing

of

Ch

olo

pu

ram

– T

han

javu

r fr

om

Km

. 116.4

40 t

o 1

64.2

75 S

ecti

on

of

NH

45C

in

th

e s

tate

of

Tam

iln

ad

u u

nd

er

NH

DP

-IV

on

Hyb

rid

An

nu

ity M

od

e

Fig

. 03a-

Fin

an

cia

l P

rog

ress (

S-C

urv

e)

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

Cu

mula

tive

Pla

nned

30.3

476.3

4133.4

1205.9

1247.4

9291.2

7335.0

6381.9

7449.0

5529.5

5624.7

3720.3

4867.6

6952.7

0992.6

61027.9

11058.8

01085.1

51131.4

41173.4

31226.0

91272.2

81303.9

21323.4

81345.6

0

Cu

mula

tive

Ach

ieved

30.5

661.1

179.5

287.4

194.8

4101.7

5122.5

4139.1

3157.2

7164.2

2173.0

9193.0

5199.7

2206.6

1213.8

0230.2

3243.5

5275.2

4301.1

4307.2

2

30.3

4

76.3

4

133.4

1

205.9

1

247.4

9

291.2

7

335.0

6

381.9

7

449.0

5

529.5

5

624.7

3

720.3

4

867.6

6

952.7

0

992.6

6

1027.9

1

1058.8

0

1085.1

5

1131.4

4

1173.4

3

1226.0

9

1272.2

8

1303.9

21323.4

81345.6

0

30.5

661.1

1

79.5

287.4

194.8

4101.7

5122.5

4139.1

3157.2

7164.2

2173.0

9193.0

5199.7

2206.6

1213.8

0230.2

3243.5

5

275.2

4

301.1

4307.2

2

0.0

0

200.0

0

400.0

0

600.0

0

800.0

0

1000.0

0

1200.0

0

1400.0

0

1600.0

0

Amount (Rs. -Crores)

Dura

tion (

Month

s)

Cum

ula

tive P

lanned

Cum

ula

tive A

chie

ved

MPR A

PRIL

20

20

74

0.2

9

Se

pO

ct

No

vD

ec

Ja

nF

eb

Ma

rA

pr

Ma

yJ

un

Ju

lA

ug

Se

pO

ct

No

vD

ec

Ja

nF

eb

Ma

rA

pr

Ma

yJ

un

Ju

lA

ug

Se

p

12

34

56

78

91

01

11

21

31

41

51

61

71

81

92

02

12

22

32

42

5

Mo

nth

ly P

lan

ned

0.2

0%

0.3

0%

0.2

0%

0.2

0%

0.9

0%

1.0

0%

1.2

0%

1.3

0%

1.4

0%

1.4

3%

3.3

1%

4.8

0%

5.6

1%

5.7

6%

4.3

8%

3.7

1%

6.5

3%

9.1

3%

10.5

4%

10.8

6%

9.5

6%

7.9

7%

5.3

5%

3.6

5%

0.7

1%

Mo

nth

lyA

ch

iev

ed

0.2

0%

0.3

0%

0.1

5%

0.1

5%

0.8

0%

0.8

0%

0.8

0%

0.9

0%

2.1

9%

1.3

7%

0.8

5%

0.4

6%

0.5

1%

1.0

4%

1.6

3%

0.7

3%

1.8

0%

2.6

7%

2.5

8%

0.0

0%

Cu

mu

lati

ve

Pla

nn

ed

0.2

0%

0.5

0%

0.7

0%

0.9

0%

1.8

0%

2.8

0%

4.0

0%

5.3

0%

6.7

0%

8.1

3%

11.4

4%

16.2

4%

21.8

5%

27.6

1%

31.9

9%

35.7

0%

42.2

3%

51.3

6%

61.9

0%

72.7

6%

82.3

2%

90.2

9%

95.6

4%

99.2

9%

100.0

0%

Cu

mu

lati

ve

Ach

iev

ed

0.2

0%

0.5

0%

0.6

5%

0.8

0%

1.6

0%

2.4

0%

3.2

0%

4.1

0%

6.2

9%

7.6

6%

8.5

0%

8.9

7%

9.4

8%

10.5

2%

12.1

5%

12.8

8%

14.6

8%

17.3

5%

19.9

3%

19.9

3%

20

20

Fo

ur

Lan

ing

of

Ch

olo

pu

ram

– T

han

javu

r fr

om

Km

. 116.4

40 t

o 1

64.2

75 S

ecti

on

of

NH

45C

in

th

e s

tate

of

Tam

iln

ad

u u

nd

er

NH

DP

-IV

on

Hyb

rid

An

nu

ity M

od

e

Fig

. 03b

- P

hysic

al

Pro

gre

ss (

S-C

urv

e)

Sc

he

du

le

20

19

12

34

56

78

910

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

Cu

mula

tive

Pla

nned

0.2

0%

0.5

0%

0.7

0%

0.9

0%

1.8

0%

2.8

0%

4.0

0%

5.3

0%

6.7

0%

8.1

3%

11.4

4%

16.2

4%

21.8

5%

27.6

1%

31.9

9%

35.7

0%

42.2

3%

51.3

6%

61.9

0%

72.7

6%

82.3

2%

90.2

9%

95.6

4%

99.2

9%

100.0

0%

Cu

mula

tive

Ach

ieved

0.2

0%

0.5

0%

0.6

5%

0.8

0%

1.6

0%

2.4

0%

3.2

0%

4.1

0%

6.2

9%

7.6

6%

8.5

0%

8.9

7%

9.4

8%

10.5

2%

12.1

5%

12.8

8%

14.6

8%

17.3

5%

19.9

3%

19.9

3%

0.2

0%

0.5

0%

0.7

0%

0.9

0%

1.8

0%

2.8

0%

4.0

0%

5.3

0%

6.7

0%

8.1

3%

11.4

4%

16.2

4%

21.8

5%

27.6

1%

31.9

9%

35.7

0%

42.2

3%

51.3

6%

61.9

0%

72.7

6%

82.3

2%

90.2

9%

95.6

4%

99.2

9%

100.0

0%

0.2

0%

0.5

0%

0.6

5%

0.8

0%

1.6

0%

2.4

0%

3.2

0%

4.1

0%

6.2

9%

7.6

6%

8.5

0%

8.9

7%

9.4

8%

10.5

2%

12.1

5%

12.8

8%

14.6

8%

17.3

5%

19.9

3%

19.9

3%

0.0

0%

20.0

0%

40.0

0%

60.0

0%

80.0

0%

100.0

0%

120.0

0%

Amount (Rs. -Crores)

Dura

tion (

Month

s)

Cum

ula

tive P

lanned

Cum

ula

tive A

chie

ved

MP

R A

PR

IL

20

20

75


MPR APRIL 2020

6. Quality Control and Quality Assurance

6.1. List of Lab Equipment's

A site laboratory has been set up with all equipment required for testing soil, GSB, WMM, Bitumen, aggregate and concrete. Following tables represents the list of QA/QC equipment’s available at Pateeswaram Lab.

Table 6.1 - 2 QA/QC Lab Equipment at Pateeswaram Lab

Sl. No Equipment List Quantity

A) SOIL

1 Proctor Moulds (Big) Collar or Base plate & Rammer 4.89 kg 6 2 Proctor Moulds (Small) Collar or Base plate & Rammer 2.6 kg 4 3 Atterberg Limits Test(Apparatus) 1 4 Soil Cone Penetrometer 1 5 CBR Moulds with collar or Base Plate 60 6 CBR Plunger 4 7 Proving Ring(25 KN) 1 8 Proving Ring(10 KN) 1 9 Proving Ring(2.5 KN) 1

10 FSI JARS BOROSIL -100 ml 40 11 Spacer Disc(with Handle) 4 12 CBR Testing Machine 1 13 CBR Surcharge Central Hole Weights 2.5 kg 60 14 CBR Surcharge Slotted Weights 2.5 kg 60 15 CBR Perorated Brass plates 60

16 Sand Pouring Cylinders (100 mm Dia) Complete with Calibrating Container with Trays 2



19 Rapid Moisture Meters 4 20 Calcium Carbide Bottles 10 21 Spatula Big 10 22 Spatula Small 10 23 Hammers big 4 24 Chisels big 20 25 Electronic Balance Capacity 100 kg (10 gram accuracy) 1 26 Electronic Balance Capacity 50 kg (1 gram accuracy) 2

27 Electronic Balance Capacity 30 kg (1 gram accuracy) 2

28 Electronic Balance Capacity 10 kg (1 gram accuracy) 1 29 Electronic Balance Capacity 5 kg (0.5 gram accuracy) 1 30 Electronic Balance Capacity 600gram(0.01 gram accuracy) 2 31 Hot Air Oven (Big)250oC 1 32 Hot Air Oven (Small)250oC 1

76


MPR APRIL 2020

33 Direct Shear Test Apparatus 1 34 Filter Paper Dia 100 mm 10 35 Filter Paper Dia 150 mm 10 36 Pipettes 4 37 Plastic Bottles 4 38 Enamel tray -450x300x40 mm 12 39 G.I tray-1500x1500x100mm 4 40 French Curves 2

B) CONCRETE WORKS

41 Compressive Testing machine(2000KN) 1 42 Flextural strength testing machine digital 1 43 Concrete Cube Moulds With Base Plate(15cm) 200 44 Concrete Cube Moulds With Base Plate(10cm) 18 45 Motor Cube Moulds (7.06cm) with Base Plate 12 46 Motor Cube Vibrating Machine(12000 Rmp) 1 47 Concrete Mixer Electrically Operated 1 48 Cube Vibrating Machine (Big) 1 49 Slump Cone Testing Appratus 10

50 Vicat Needle Apparatus , with dash pot complete with set of needles and brass mould 2

51 Soundness Testing Apparatus 2 52 Trowels With Wodden Handles 4 53 A I V Testing Machine 1 54 Loss Angels abrasion Testing Machine 1 55 Sand Equvivalant Testing Apparatus 1 56 Flakiness Index Test Guage 1 57 Elongation Index Test Guage 1 58 Density Basket 2 59 Bulk Density Cylinder (5lt) 1 60 Bulk Density Cylinder (15lt) 1 61 Bulk Density Cylinder (30lt) 1 62 Gi trays -450x600x50mm 9 63 Enamal trays -300x250x40 mm 9 64 Trays for Samples Collections 12 65 Riffle Box ( 40 MM ) 1 66 Riffle Box ( 20 MM ) 1 67 PYcnometer Bottels ( 1000 ml) 4

68 Specific Gravity & water absorotion test apparatus with Electronic balance 1

69 DLC Compaction vibrating hammer 1 70 Cement mortar cube mould 5.0 cm 12 71 Sandard Sand Grade-1 bag of 25 kg 2 72 Sandard Sand Grade-2 bag of 25 kg 2 73 Sandard Sand Grade-3 bag of 25 kg 2

C) BITUMINOUS WORKS

74 Specific Gravity Bottels ( 50 ml ) 2

77


MPR APRIL 2020

75 Specific Gravity Bottels ( 100 ml ) 2

76 Pen Sky- Martins closed Tester (Flash & Fire point) 2 77 Dial gauge 0.01x30 mm adis make 4 78 Ring & Ball Apparatus ( Softening Point ) 1 79 Bitumen Penetrometer ( automatic) 1 80 Marshall Stability Apparatus (set) 1

81 Marshall Compaction Pedestal 2

82 Marshall Compaction Rammer 4.53 KG 4 83 Marshall Moulds (101.6 mm Dia ) 30 84 Modified Marshall Compaction Pedestal 1 85 Modified Marshall Compaction Rammer 10.2 KG 4 86 viscometer u tub size no 12 2 87 Breaker - glass 600 ml for ring and ball apparatus 4 88 Bitumen Extraction Apparatus (centrifuge Type) 1 89 Proving Ring(50 KN) 1 90 Proving Ring(100 KN) 1 91 Digital Thermometers 10 92 Glass Thermometer 10 93 IR Thermometer 5 94 Core Cutting Machine With Apparatus (set) 1 95 Diamond Core Cutting Bit (100mm Dia) 1 96 Core Barrels for Core Cutting Machine 1 97 Vacuum Pump (specific Gravity of Bitumen Mix GMM ) 1 98 Constant temperature Water bath (Digital) 2 99 Penetration cup 55x70 mm 2 100 penetration cup 55x35 mm 2 101 Specific Gravity Flask (2000 ml ) 1 102 Specific Gravity Flask (5000 ml ) 1 103 Specimen Extractor (Tikki, Goli & Rod)Marshall 1 104 Emulsion Trays 6 105 Viscometer viscosity of emulsified bitumen 1 106 Stop Watch 4 107 Hot Plates Electrical 2 108 Viscometer viscosity of bitumen 1

FOR I.S SIEVES 450 MM DIA

109 100MM 2 110 90MM 2 111 75MM 2 112 63MM 2 113 53MM 2 114 50MM 2 115 45MM 2 116 40MM 2 117 37.5MM 2 118 31.5MM 2

78


MPR APRIL 2020

119 26.5MM 2

120 25MM 2

121 22.4MM 2

122 20MM 2

123 19MM 2

124 16 MM 2

125 14MM 2 126 13.2MM 2 127 12.5MM 2 128 11.2MM 2 129 10MM 2 130 9.5MM 2 131 6.3MM 2 132 5.6MM 2 133 4.75MM 2 134 2.36 MM 2

FOR I.S SIEVES 200 MM DIA

135 37.5MM 2 136 6.5MM 2 137 22.4MM 2 138 19MM 2 139 16MM 2 140 14 MM 2 141 13.2MM 2 142 12.5MM 2 143 11.2MM 2 144 10MM 2 145 9.5MM 2 146 5.6MM 2 147 4.75MM 2 148 2.80MM 2 149 2.36MM 2 150 2.00MM 2 151 1.80MM 2 152 1.40MM 2 153 1.18MM 2 154 1.00MM 2 155 0.710 mc 1 156 0.600 mc 2 157 0.500 mc 1 158 0.45 mc 1 159 0.425 mc 2 160 0.355 mc 2 161 0.300 mc 2 162 0.150 mc 2 163 0.090 mc 2

79


MPR APRIL 2020

6.2 Quality Control Test Summary

GSB material, soil samples from borrow areas, aggregates, cement and bitumen are being tested regularly. Trial mix design for concrete with different admixtures is also in progress. The detailed list of quality control test conducted up to the month of April - 2020 are tabulated below -

164 0.075 mc 6 GENERAL & CONTROL OF PROFILE AND SURFACE EVENNESS

165 Rain Guage 1

166 Vernier Calliper 1

167 Glass Measuring Cylinder -1000 ml 2 168 Glass Measuring Cylinder -500 ml 2 169 Glass Measuring Cylinder -250 ml 2 170 Glass Measuring Cylinder -250 ml 2 171 Plastic Measuring Cylinder- 1000 ml 2 172 Plastic Measuring Cylinder- 500 ml 2 173 Plastic Measuring Cylinder- 250 ml 2 174 Plastic Measuring Cylinder- 250 ml 2 175 Depth gauge 4 176 Digital thermo hygrometer 2 177 Sampling containers 100 gms 200 178 3 Meter straight edge and measuring wedge 1 179 Camber template board 2 180 5 mtr tape 2 181 10 mtr tape 2 182 30 mtr tape 4 183 50 mtr tape 4

80

1.1

Gra

in s

ize a

naly

sis

IS:2

720 (

Part

4)

1 test / 250 m

ete

rs421

421

0224

00

00

421

421

0224

1.2

Atterb

erg

Lim

its

IS:2

720 (

Part

5)

1 test / 250 m

ete

rs421

421

0224

00

00

421

421

0224

1.3

Pro

cto

rIS

:2720 (

Part

8)

1 test / 250 m

ete

rs233

233

068

00

00

233

233

068

1.4

Fre

e S

well

index

IS:2

720 (

Part

40)

1 test / 250 m

ete

rs421

403

18

224

00

00

421

403

18

224

1.5

Calif

orn

ia b

eari

ng r

atio

IS:2

720 (

Part

16)

As r

equir

ed

00

00

00

00

00

00

2.1

Gra

in s

ize a

naly

sis

IS:2

720 (

Part

4)

1 test /1

500 m

383

83

040

11

01

84

84

041

2.2

Atterb

erg

Lim

its

IS:2

720 (

Part

5)

1 test /1

500 m

383

83

040

11

01

84

84

041

2.3

Pro

cto

rIS

:2720 (

Part

8)

1 test /1

500 m

383

83

040

11

01

84

84

041

2.4

Fre

e S

well

index

IS:2

720 (

Part

40)

1 test /1

500 m

383

83

040

11

01

84

84

041

2.5

Calif

orn

ia b

eari

ng r

atio

IS:2

720 (

Part

16)

1 test / 3000 m

369

69

035

88

08

77

77

043

3.1

Gra

in s

ize a

naly

sis

IS:2

720 (

Part

4)

1 test /1

500 m

3749

749

0223

75

75

050

824

824

0273

3.2

Atterb

erg

Lim

its

IS:2

720 (

Part

5)

1 test /1

500 m

3749

749

0223

75

75

050

824

824

0273

3.3

Pro

cto

rIS

:2720 (

Part

8)

1 test /1

500 m

3749

749

0223

75

75

050

824

824

0273

3.4

Fre

e S

well

index

IS:2

720 (

Part

40)

1 test /1

500 m

3749

749

0223

75

75

050

824

824

0273

3.5

Calif

orn

ia b

eari

ng r

atio

IS:2

720 (

Part

16)

1 test / 3000 m

3142

142

059

48

48

025

142

142

084

3.6

Wate

r S

olu

ble

Sulp

hate

IS:2

720 (

Part

27)

As r

equir

ed

22

00

00

00

00

00

3.7

Angle

of

Inte

rnal F

riction(ø

)IS

:2720 (

Part

13)

As r

equir

ed

55

010

00

00

00

010

4.1

Fie

ld d

ensity

(OG

L)

IS:2

720 (

Part

28)

10 test /3

000 s

qm

4649

4649

15

1855

362

362

0200

5011

5011

15

2055

4.2

Fie

ld d

ensity

(EM

B)

IS:2

720 (

Part

28)

10 test /3

000 s

qm

12388

12388

36

3526

2738

2738

0500

15126

15126

36

4026

4.3

Fie

ld d

ensity

(SG

)IS

:2720 (

Part

28)

10 test / 2000 s

qm

1259

946

3220

430

430

0100

1689

946

3320

4.4

Fie

ld d

ensity

(Should

er)

IS:2

720 (

Part

28)

10 test / 2000 s

qm

00

00

00

00

00

00

5.1

Gra

in s

ize a

naly

sis

IS:2

720 (

Part

40)

As r

equir

ed

151

151

039

11

01

152

152

040

5.2

Atterb

erg

Lim

its

IS:2

720 (

Part

4)

As r

equir

ed

151

151

039

11

01

152

152

040

5.3

Pro

cto

rIS

:2720 (

Part

5)

As r

equir

ed

151

151

038

11

01

152

152

039

5.4

Fre

e S

well

index

IS:2

720 (

Part

8)

As r

equir

ed

151

151

139

11

01

152

152

140

5.5

Beari

ng C

apacity

IS:6

403 / IS

1888

As r

equir

ed

151

151

150

40

10

11

152

151

151

41

5.6

Pla

te L

oad T

est

IS:6

403 / IS

1888

As r

equir

ed

27

27

022

22

02

29

29

024

6.1

Gra

dation

As r

equir

ed

69

69

044

15

15

010

84

84

054

6.2

Backfilli

ng field

density

1 test /1

000 m

320

20

020

15

15

010

35

35

030

7.1

Gra

dation

Table

400-1

As r

equir

ed

15

15

015

00

00

15

15

015

7.2

Atterb

erg

Lim

its

IS:2

720 (

Part

5)

As r

equir

ed

13

13

07

00

00

13

13

07

7.3

Pro

cto

rIS

:2720 (

Part

8)

As r

equir

ed

99

09

00

00

99

09

7.4

CB

R T

est

IS:2

720 (

Part

16)

As r

equir

ed

33

03

00

00

33

03

7.5

Aggre

gate

Im

pact valu

eIS

:2386 P

art

-4A

s r

equir

ed

99

09

00

00

99

09

2.0

Cu

ttin

g p

ort

ion

& E

xis

tin

g f

or

EM

B/S

G (

Mo

RT

&H

305)

3.0

Bo

rro

w A

rea f

or

EM

B/S

ub

gra

de (

Mo

RT

&H

305)

4.0

Fie

ld D

en

sit

y T

est

MO

RT

&H

305

5.0

S

afe

Beari

ng

cap

acit

y o

f so

il

6.0

Filte

r M

ed

ia &

Back f

illin

g M

oR

T&

H 2

500(D

esig

n)

7.0

Gra

nu

lar

Bed

din

g M

ate

rial (F

or

Str

uctu

res-G

rou

nd

Im

pro

vem

en

t)-D

esig

n A

pp

roval

No

s.o

f

tes

t

wit

ne

ss

e

d b

y IE

No

. o

f

tes

t

Co

nd

uc

t

ed

Pa

ss

ed

Fa

ile

dN

os

.of

tes

t

wit

ne

ss

ed

by

IE

1.0

Tests

on

OG

L

Pa

ss

ed

Fa

ile

d

No

s.o

f

tes

t

wit

ne

ss

e

d b

y IE

No

. o

f

tes

t

Co

nd

uc

t

ed

Pa

ss

ed

Fa

ile

d

Fo

ur

La

nin

g o

f C

ho

lop

ura

m -

Th

an

jav

ur

Fro

m k

m 1

16

.44

0 t

o k

m 1

64

.27

5 S

ec

tio

n o

f N

H-4

5C

in

th

e S

tate

of

Ta

mil

Na

du

Un

de

r N

HD

P P

ha

se

-IV

on

Hyb

rid

An

nu

ity M

od

e.

Su

mm

ary

of

Qu

ality

Co

ntr

ol R

ep

ort

/ M

on

thly

Pro

gre

ss

Re

po

rt (

QC

) -

MO

NT

H :

Ap

ril-

20

20

S. N

o.

De

sc

rip

tio

nIS

Sp

ec

ific

ati

on

Cla

us

eF

req

ue

nc

y o

f T

es

ts

Te

st

co

nd

uc

ted

up

to P

revio

us

mo

nth

Te

sts

co

nd

uc

ted

du

rin

g r

ep

ort

ing

mo

nth

up

to A

pri

l-2

02

0T

es

t c

on

du

cte

d u

pto

th

is m

on

th

No

. o

f

tes

t

Co

nd

uc

t

ed

(1 T

est

=3

Sets

)

81

No

s.o

f

tes

t

wit

ne

ss

e

d b

y IE

No

. o

f

tes

t

Co

nd

uc

t

ed

Pa

ss

ed

Fa

ile

dN

os

.of

tes

t

wit

ne

ss

ed

by

IE

Pa

ss

ed

Fa

ile

d

No

s.o

f

tes

t

wit

ne

ss

e

d b

y IE

No

. o

f

tes

t

Co

nd

uc

t

ed

Pa

ss

ed

Fa

ile

d

S. N

o.

De

sc

rip

tio

nIS

Sp

ec

ific

ati

on

Cla

us

eF

req

ue

nc

y o

f T

es

ts

Te

st

co

nd

uc

ted

up

to P

revio

us

mo

nth

Te

sts

co

nd

uc

ted

du

rin

g r

ep

ort

ing

mo

nth

up

to A

pri

l-2

02

0T

es

t c

on

du

cte

d u

pto

th

is m

on

th

No

. o

f

tes

t

Co

nd

uc

t

ed

(1 T

est

=3

Sets

)

8.1

Gra

dation

Table

400-1

As r

equir

ed

102

102

39

45

15

15

05

117

117

39

50

8.2

Atterb

erg

Lim

its

IS:2

720 (

Part

5)

As r

equir

ed

102

102

39

45

15

15

05

117

117

39

50

8.3

Pro

cto

rIS

:2720 (

Part

8)

As r

equir

ed

12

12

10

10

11

01

13

13

10

11

8.4

CB

R T

est

IS:2

720 (

Part

16)

As r

equir

ed

12

12

10

10

11

01

13

13

10

11

8.5

Aggre

gate

Im

pact valu

eIS

:2386 P

art

-4A

s r

equir

ed

11

11

87

33

03

14

14

810

8.6

Fie

ld D

ensity

IS:2

720 (

Part

28)

As r

equir

ed

1234

1234

295

268

45

45

015

1279

1279

295

283

9.1

Gra

dation

Table

400-4

1 test/400m

363

63

052

00

00

63

63

052

9.2

Atterb

erg

Lim

its

IS:2

720 (

Part

5)

1 test/400m

324

24

015

00

00

24

24

015

9.3

Pro

cto

rIS

:2720 (

Part

8)

As r

equir

ed

29

29

021

00

00

29

29

021

9.4

Aggre

gate

Im

pact valu

eIS

:2386 P

art

-4A

s r

equir

ed

24

24

014

00

00

24

24

014

9.5

Fie

ld D

ensity

IS:2

720 (

Part

28)

1 s

et of

2 T

est per

500S

qm

00

00

00

00

00

00

9.6

Specific

gra

vity&

Wate

r absorp

tion

IS:2

386 (

Part

2)

As r

equir

ed

14

14

05

00

00

14

14

05

9.7

Cubes c

asting&

Testing(S

ets

)IR

C S

P 8

9 (

2010)

Min

imum

5 C

ubes

42

42

032

00

00

42

42

032

9.8

CB

R T

est(

Set)

IS:2

720 (

Part

16)

As r

equir

ed

66

06

00

00

66

06

9.9

Org

anic

Conte

nt

IRC

SP

89 (

2010)

As r

equir

ed

22

00

00

00

22

00

9.1

0T

ota

l S

O4 C

onte

nt

IRC

SP

89 (

2010)

As r

equir

ed

22

00

00

00

22

00

9.1

1C

hlo

ride C

onte

nt

IRC

SP

89 (

2010)

As r

equir

ed

11

00

00

00

11

00

9.1

210%

Fin

es V

alu

e

BS

:812 (

111)

As r

equir

ed

22

00

00

00

22

00

9.1

3D

ura

bili

ty T

est

IRC

SP

89 (

2010)

As r

equir

ed

66

06

00

00

66

06

9.1

4P

erm

eabili

ty T

est

IS 2

720 (

Part

36)

As r

equir

ed

11

00

00

00

11

00

10.1

Gra

dation

Table

400-4

1 test/400m

356

56

034

21

21

010

77

77

044

10.2

Atterb

erg

Lim

its

IS:2

720 (

Part

5)

1 test/400m

354

54

032

21

21

010

75

75

042

10.3

Pro

cto

rIS

:2720 (

Part

8)

As r

equir

ed

33

03

22

01

55

04

10.4

Aggre

gate

Im

pact valu

eIS

:2386 P

art

-4A

s r

equir

ed

53

53

031

27

27

022

80

80

053

10.5

Fie

ld D

ensity

IS:2

720 (

Part

28)

1 s

et of

2 T

est per

500S

qm

487

487

12

239

256

256

0100

743

743

12

339

10.6

Specific

gra

vity&

Wate

r absorp

tion

IS:2

386 (

Part

2)

As r

equir

ed

22

02

22

02

44

04

10.7

Cubes c

asting&

Testing(S

ets

)IR

C S

P 8

9 (

2010)

Min

imum

5 C

ubes

96

96

051

27

27

020

123

123

071

10.8

CB

R T

est

IS:2

720 (

Part

16)

As r

equir

ed

33

03

11

01

44

04

11.1

Indiv

idual / C

om

bin

ed G

radation

Table

400-3

1 test/200m

388

88

067

00

00

88

88

067

11.2

Aggre

gate

Im

pact V

alu

eIS

:2386 P

art

-41 test/ 1

000 m

313

13

011

00

00

13

13

011

11.3

Fla

kin

ess &

Ela

gation in

dex

IS:2

386 P

art

11 test/ 5

00 m

313

13

011

00

00

13

13

011

11.4

Atterb

erg

Lim

its

IS:2

720 (

Part

5)

1 test/200m

311

11

09

00

00

11

11

09

11.5

Wate

r absorp

tion

IS:2

386 P

art

2A

s r

equir

ed

88

08

00

00

88

08

11.6

Pro

cto

rIS

:2720 (

Part

8)

As r

equir

ed

66

06

00

00

66

06

11.7

CB

RIS

:2720 (

Part

16)

As r

equir

ed

66

06

00

00

66

06

11.8

Fie

ld D

ensity(T

rial str

ech)

IS:2

720 (

Part

28)

1 s

et T

est per

1000S

q.m

/ 3

pits

00

00

00

00

00

00

12.1

Indiv

idual / C

om

bin

ed G

radation

Table

400-3

1 test/200m

322

22

012

11

11

06

33

33

018

8.0

Gra

nu

lar

Bed

din

g M

ate

rial (F

or

Str

uctu

res-G

rou

nd

Im

pro

vem

en

t)-

Sto

ck &

Sit

e T

esti

ng

9.0

CT

SB

Mix

Desig

n M

oR

T&

H 4

03

10.0

CT

SB

Sit

e F

req

uen

cy

11.0

WM

M M

ix (

Desig

n)

12.0

WM

M S

ite F

req

uen

cy M

oR

T&

H 4

06

82

No

s.o

f

tes

t

wit

ne

ss

e

d b

y IE

No

. o

f

tes

t

Co

nd

uc

t

ed

Pa

ss

ed

Fa

ile

dN

os

.of

tes

t

wit

ne

ss

ed

by

IE

Pa

ss

ed

Fa

ile

d

No

s.o

f

tes

t

wit

ne

ss

e

d b

y IE

No

. o

f

tes

t

Co

nd

uc

t

ed

Pa

ss

ed

Fa

ile

d

S. N

o.

De

sc

rip

tio

nIS

Sp

ec

ific

ati

on

Cla

us

eF

req

ue

nc

y o

f T

es

ts

Te

st

co

nd

uc

ted

up

to P

revio

us

mo

nth

Te

sts

co

nd

uc

ted

du

rin

g r

ep

ort

ing

mo

nth

up

to A

pri

l-2

02

0T

es

t c

on

du

cte

d u

pto

th

is m

on

th

No

. o

f

tes

t

Co

nd

uc

t

ed

(1 T

est

=3

Sets

)

12.2

Aggre

gate

Im

pact V

alu

eIS

:2386 P

art

-41 test/ 1

000 m

320

20

010

11

11

06

31

31

016

12.3

Fla

kin

ess &

Ela

gation in

dex

IS:2

386 P

art

11 test/ 5

00 m

320

20

020

22

01

22

22

021

12.4

Atterb

erg

Lim

its

IS:2

720 (

Part

5)

1 test/200m

322

22

012

11

11

06

33

00

18

12.5

Pro

cto

rIS

:2720 (

Part

8)

As r

equir

ed

22

02

11

01

33

03

12.6

CB

RIS

:2720 (

Part

16)

As r

equir

ed

22

02

00

00

22

02

12.7

Fie

ld D

ensity

IS:2

720 (

Part

28)

1 s

et T

est per

1000S

q.m

/ 3

pits

120

120

091

78

78

040

198

198

0131

13.1

Gra

dation

MO

RT

H S

ectio

n-5

00

/Cla

use

-50

7 &

Ta

ble

50

0-1

0

One s

et fo

r in

div

idual

constitu

ent and m

ixed

aggre

gate

fro

m d

ryer

for

each 4

00 tonnes o

f m

ix

57

57

053

15

15

010

72

72

063

13.2

Fla

kin

ess &

Elo

ngation Index

IS: 2386 (

Part

1)1

963

1 T

est fo

r 350 m

³16

16

012

55

05

21

21

017

13.3

Aggre

gate

Im

pact V

alu

e T

est

IS: 2386 (

Part

4)1

963

1 T

est fo

r 350 m

³16

16

012

55

05

21

21

017

13.4

Bin

der

conte

nt and g

radin

g o

f m

ix

IRC

: S

P 1

1-1

988(A

PP

-5)

One T

est fo

r each 4

00

tonnes o

f m

ix p

roduced

subje

ct to

a m

inim

um

of

two

23

23

016

10

10

05

33

33

021

13.5

Mars

hall

Sta

bili

ty o

f m

ixA

ST

M D

2726/1

188

3 T

ests

for

sta

bili

ty f

low

valu

e d

ensity

and v

oid

conte

nts

for

each 4

00 tonnes

of

mix

subje

ct to

min

imum

of

24

24

017

10

10

010

34

34

027

13.6

Coru

Cuttin

g a

nd D

ensity O

f

Com

patied L

ayer

Table

900-4

of

Mort

h1 s

et T

est per

700 S

q.m

/ 1

pits

42

42

040

36

36

036

78

78

076

13.7

Sand E

quiv

ale

nt T

est

IS: 2720 P

art

37)1

963

One T

est fo

r each each

sourc

e

12

12

012

00

00

12

12

012

13.8

Los A

ngele

s A

bra

sio

n V

alu

e

IS: 2386 (

Part

3)1

963

1 T

est fo

r 350 m

³9

90

90

00

09

90

9

13.9

Str

ippin

g

IS : 6

241

One T

est fo

r each each

sourc

e

33

03

00

00

33

03

14

Reta

ined S

atlaili

tyA

AS

HT

O 2

83

One T

est fo

r each each

sourc

e

88

08

00

00

88

08

14.1

Reta

ined T

ensile

Str

ength

AA

SH

TO

284

One T

est fo

r each each

sourc

e

88

08

00

00

88

08

14.2

Refu

asal

AA

SH

TO

285

One T

est fo

r each each

sourc

e

10

50

50

00

010

50

5

14.3

Pla

sticity

Index

IS: 2720(

Part

5)

One T

est fo

r each each

sourc

e

33

03

00

00

33

03

14.4

Cle

anlie

ss (

Dust)

IS: 2386 (

Part

1)

One T

est fo

r each each

sourc

e

33

03

00

00

33

03

15.1

Ab

so

lute

Vis

co

sity a

t 6

0⁰C

po

ise

,Min

imu

mIS

: 1

20

6-1

97

8 p

art

-2A

s p

er

tab

le 2

of IS

73

-20

13

99

07

44

04

13

13

011

15.2

Pe

ne

tra

tio

n T

est a

t

25

⁰C,1

00

gr,

0.1

mm

,5se

cIS

: 1

20

3-1

97

8A

s p

er

tab

le 2

of IS

73

-20

13

99

07

44

04

13

13

011

15.3

So

fte

nin

g p

oin

t(R

&B

) M

inIS

: 1

20

5-1

97

8A

s p

er

tab

le 2

of IS

73

-20

13

99

07

44

04

13

13

011

15.4

Fla

sh

po

int(

Cle

ve

len

d o

pe

n c

up

)⁰C

,Min

IS: 1

20

9-1

97

81

Te

st p

er

Lo

t3

30

30

00

03

30

3

15.5

Te

st

on

Re

sid

ue

fro

m T

FO

T

13

.0 D

en

se B

itu

min

ou

s M

aca

da

m (

Gra

de

- I

I)

15

.0 B

itu

me

n t

est

83

No

s.o

f

tes

t

wit

ne

ss

e

d b

y IE

No

. o

f

tes

t

Co

nd

uc

t

ed

Pa

ss

ed

Fa

ile

dN

os

.of

tes

t

wit

ne

ss

ed

by

IE

Pa

ss

ed

Fa

ile

d

No

s.o

f

tes

t

wit

ne

ss

e

d b

y IE

No

. o

f

tes

t

Co

nd

uc

t

ed

Pa

ss

ed

Fa

ile

d

S. N

o.

De

sc

rip

tio

nIS

Sp

ec

ific

ati

on

Cla

us

eF

req

ue

nc

y o

f T

es

ts

Te

st

co

nd

uc

ted

up

to P

revio

us

mo

nth

Te

sts

co

nd

uc

ted

du

rin

g r

ep

ort

ing

mo

nth

up

to A

pri

l-2

02

0T

es

t c

on

du

cte

d u

pto

th

is m

on

th

No

. o

f

tes

t

Co

nd

uc

t

ed

(1 T

est

=3

Sets

)

15.6

Vis

co

sity r

atio

at 6

0⁰C

ma

xIS

: 1

20

6-1

97

8 p

art

-21

Te

st p

er

Lo

t4

40

41

10

15

50

5

15.7

Du

ctilit

y a

t 2

5⁰C

,cm

,Min

IS: 1

20

8-1

97

81

Te

st p

er

Lo

t4

40

41

10

15

50

5

16.1

Sa

yb

olt fu

rol V

isco

sity

IS: 1

31

17

1 T

est p

er

Lo

t5

50

41

11

06

60

4

16.2

Re

sid

ue

on

60

0 m

icro

n is s

ive

IS: 8

88

71

Te

st p

er

Lo

t5

50

41

11

06

60

4

16.3

Wa

ter

Co

nte

nt ,P

erc

en

t b

y m

ass

IS: 8

88

71

Te

st p

er

Lo

t5

50

41

11

06

60

4

17.1

Ra

te o

f S

pre

ad

of B

ind

er

IRC

: S

P 1

6T

hre

e te

st p

er

Da

y30

30

023

15

15

015

45

45

038

18.1

Gra

dation

IS:2

386 (

Part

2)

As r

equir

ed

716

716

0258

20

20

010

736

736

0268

18.2

Specific

gra

vity&

Wate

r absorp

tion

IS:2

386 (

Part

3)

As r

equir

ed

28

28

014

11

01

29

29

015

18.3

Aggre

gate

Im

pact V

alu

eIS

:2386 (

Part

4)

As r

equir

ed

90

90

032

55

02

95

95

034

18.4

Fla

kin

ess index

IS:2

386 (

Part

1)

As r

equir

ed

90

90

030

55

02

95

95

032

18.5

Soundness

IS:2

386 (

Part

5)

As r

equir

ed

11

01

00

00

11

01

18.6

Alk

ali

aggre

gate

reactivity test

IS:2

38

6 (

Pa

rt-7

)IS

: 4

56

1 test per

sourc

e1

10

10

00

01

10

1

18.7

Dele

teri

ous c

onstitu

ents

IS:2

386 (

Part

2)

1 test per

sourc

e1

10

10

00

01

10

1

18.8

Petr

ogra

hic

Exam

ination

IS:2

386 (

Part

8)

1 test per

sourc

e1

10

10

00

01

10

1

19.1

Chem

ical te

st

IS:4

031,4

032

1 test per

sourc

e12

12

07

44

04

16

16

411

19.2

Fin

eness

IS:4

031 (

Part

1)

500m

t (o

r) E

very

week

112

112

053

44

04

116

116

057

19.3

Norm

al C

onsis

tency

IS:4

031 (

Part

4)

500m

t (o

r) E

very

week

112

112

053

44

04

116

116

057

19.4

Initia

l,F

inal settin

g tim

eIS

:4031 (

Part

5)

500m

t (o

r) E

very

week

112

112

053

44

04

116

116

057

19.5

Soundness o

f C

em

ent

IS:4

031 (

Part

3)

500m

t (o

r) E

very

week

112

112

053

44

04

116

116

057

19.6

Com

pre

ssiv

e S

trength

-set

IS:4

031 (

Part

6)

3 d

ays

500m

t (o

r) E

very

week

131

131

065

33

03

134

134

068

7 d

ays

500m

t (o

r) E

very

week

128

128

065

22

02

130

130

067

28 d

ays

500m

t (o

r) E

very

week

128

128

041

11

01

129

129

042

20

Chem

ical te

st

IS 2

386

1 test per

sourc

e7

70

30

00

07

70

3

21.1

Chem

ical T

est

IS 9

103

1 test per

sourc

e4

40

20

00

04

40

2

22.1

8 m

m D

iaIS

1786

15

15

07

00

00

15

15

07

22.2

10 m

m D

iaIS

1786

15

15

08

00

00

15

15

08

22.3

12 m

m D

iaIS

1786

20

20

010

00

00

20

20

010

22.4

16 m

m D

iaIS

1786

21

21

010

00

00

21

21

010

22.5

20 m

m D

iaIS

1786

21

21

09

00

00

21

21

09

22.6

25 m

m D

iaIS

1786

23

23

013

00

00

23

23

013

22.7

32 m

m D

iaIS

1786

88

05

00

00

88

05

21.0

A

dm

ixtu

re

22.0

S

teel

Phys

ical &

Chem

ical

Pro

pert

ies (

1)

Test on f

irst

lot.(2

) F

urt

her

supply

will

be

pro

vid

ed w

ith m

tc. (3

) A

s

requir

ed b

y engin

eer.

23.(

A)

Co

ncre

te C

ub

e S

tren

gth

of

Desig

n M

ix

16

.0 E

MU

LSIO

N S

S1

&R

S1

17

.0 E

MU

LSIO

N P

rim

e c

oa

t &

Ta

ck C

oa

t

18.0

Co

ars

e A

gg

reg

ate

Mo

RT

&H

1007

19.0

Cem

en

t M

oR

T&

H 1

006

84

No

s.o

f

tes

t

wit

ne

ss

e

d b

y IE

No

. o

f

tes

t

Co

nd

uc

t

ed

Pa

ss

ed

Fa

ile

dN

os

.of

tes

t

wit

ne

ss

ed

by

IE

Pa

ss

ed

Fa

ile

d

No

s.o

f

tes

t

wit

ne

ss

e

d b

y IE

No

. o

f

tes

t

Co

nd

uc

t

ed

Pa

ss

ed

Fa

ile

d

S. N

o.

De

sc

rip

tio

nIS

Sp

ec

ific

ati

on

Cla

us

eF

req

ue

nc

y o

f T

es

ts

Te

st

co

nd

uc

ted

up

to P

revio

us

mo

nth

Te

sts

co

nd

uc

ted

du

rin

g r

ep

ort

ing

mo

nth

up

to A

pri

l-2

02

0T

es

t c

on

du

cte

d u

pto

th

is m

on

th

No

. o

f

tes

t

Co

nd

uc

t

ed

(1 T

est

=3

Sets

)

7D

ays C

om

pre

ssiv

e S

trength

69

69

058

00

00

69

69

058

28D

ays C

om

pre

ssiv

e S

trength

62

63

055

00

00

62

63

055

7D

ays C

om

pre

ssiv

e S

trength

66

66

053

00

00

66

66

053

28D

ays C

om

pre

ssiv

e S

trength

59

59

055

00

00

59

59

055

7D

ays C

om

pre

ssiv

e S

trength

33

03

00

00

33

03

28D

ays C

om

pre

ssiv

e S

trength

00

00

00

00

00

00

7D

ays C

om

pre

ssiv

e S

trength

88

08

00

00

88

08

28D

ays C

om

pre

ssiv

e S

trength

88

08

00

00

88

08

7D

ays C

om

pre

ssiv

e S

trength

66

66

06

00

00

66

66

06

28D

ays C

om

pre

ssiv

e S

trength

59

56

055

00

00

59

56

055

7D

ays C

om

pre

ssiv

e S

trength

60

60

056

00

00

60

60

056

28D

ays C

om

pre

ssiv

e S

trength

63

59

059

00

00

63

59

059

7D

ays C

om

pre

ssiv

e S

trength

47

47

043

00

00

47

47

043

28D

ays C

om

pre

ssiv

e S

trength

37

35

033

00

00

37

35

033

7D

ays C

om

pre

ssiv

e S

trength

56

56

052

00

00

56

56

052

28D

ays C

om

pre

ssiv

e S

trength

58

56

054

00

00

58

56

054

7D

ays C

om

pre

ssiv

e S

trength

65

65

061

00

00

65

65

061

28D

ays C

om

pre

ssiv

e S

trength

58

58

054

00

00

58

58

054

7D

ays C

om

pre

ssiv

e S

trength

47

47

043

00

00

47

47

043

28D

ays C

om

pre

ssiv

e S

trength

37

35

033

00

00

37

35

033

7D

ays C

om

pre

ssiv

e S

trength

60

60

054

00

00

60

60

054

28D

ays C

om

pre

ssiv

e S

trength

55

55

055

00

00

55

55

055

7D

ays C

om

pre

ssiv

e S

trength

35

35

026

00

00

35

35

026

28D

ays C

om

pre

ssiv

e S

trength

22

18

022

00

00

22

18

022

7D

ays C

om

pre

ssiv

e S

trength

36

36

037

00

00

36

36

037

28D

ays C

om

pre

ssiv

e S

trength

43

43

040

00

00

43

43

040

7D

ays C

om

pre

ssiv

e S

trength

23

15

020

00

00

23

15

020

28D

ays C

om

pre

ssiv

e S

trength

26

22

023

00

00

26

22

023

7D

ays C

om

pre

ssiv

e S

trength

249

249

0126

16

16

010

265

265

0136

M15 P

CC

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M45 R

CC

PU

MP

AB

LE

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

23.(

B)

Co

ncre

te C

ub

e S

tren

gth

of

Sit

e C

ub

es

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M40 R

CC

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M45 R

CC

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M35 R

CC

PU

MP

AB

LE

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M35 R

E B

LO

CK

IS

:516 / IS

:456

MO

RT

&H

Sec. 1700

M35 R

CC

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M35 R

CC

PIL

ING

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M30 R

CC

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M30 R

CC

PU

MP

AB

LE

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M20 K

ER

B

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M25 R

CC

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M20 P

CC

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M20 D

RA

IN

M15 P

CC

85

No

s.o

f

tes

t

wit

ne

ss

e

d b

y IE

No

. o

f

tes

t

Co

nd

uc

t

ed

Pa

ss

ed

Fa

ile

dN

os

.of

tes

t

wit

ne

ss

ed

by

IE

Pa

ss

ed

Fa

ile

d

No

s.o

f

tes

t

wit

ne

ss

e

d b

y IE

No

. o

f

tes

t

Co

nd

uc

t

ed

Pa

ss

ed

Fa

ile

d

S. N

o.

De

sc

rip

tio

nIS

Sp

ec

ific

ati

on

Cla

us

eF

req

ue

nc

y o

f T

es

ts

Te

st

co

nd

uc

ted

up

to P

revio

us

mo

nth

Te

sts

co

nd

uc

ted

du

rin

g r

ep

ort

ing

mo

nth

up

to A

pri

l-2

02

0T

es

t c

on

du

cte

d u

pto

th

is m

on

th

No

. o

f

tes

t

Co

nd

uc

t

ed

(1 T

est

=3

Sets

)

28D

ays C

om

pre

ssiv

e S

trength

466

466

0242

14

14

08

480

480

0250

7D

ays C

om

pre

ssiv

e S

trength

33

02

22

02

55

04

28D

ays C

om

pre

ssiv

e S

trength

88

04

22

02

10

10

06

7D

ays C

om

pre

ssiv

e S

trength

00

00

55

05

55

05

28D

ays C

om

pre

ssiv

e S

trength

00

00

33

02

33

02

7D

ays C

om

pre

ssiv

e S

trength

21

21

011

88

04

29

29

015

28D

ays C

om

pre

ssiv

e S

trength

15

15

08

14

14

010

29

29

018

7D

ays C

om

pre

ssiv

e S

trength

12

12

07

11

11

06

23

23

013

28D

ays C

om

pre

ssiv

e S

trength

18

18

012

00

00

18

18

012

7D

ays C

om

pre

ssiv

e S

trength

468

468

0195

19

19

010

487

487

0205

28D

ays C

om

pre

ssiv

e S

trength

874

874

0345

45

45

035

919

919

0380

7D

ays C

om

pre

ssiv

e S

trength

15

15

0174

11

11

07

26

26

0181

28D

ays C

om

pre

ssiv

e S

trength

26

26

029

29

29

020

55

55

049

7D

ays C

om

pre

ssiv

e S

trength

306

306

0133

15

15

010

321

321

0143

28D

ays C

om

pre

ssiv

e S

trength

628

628

0270

34

34

030

662

662

0300

7D

ays C

om

pre

ssiv

e S

trength

522

522

0180

20

20

010

542

542

0190

28D

ays C

om

pre

ssiv

e S

trength

1626

1626

0733

76

76

050

1702

1702

0783

7D

ays C

om

pre

ssiv

e S

trength

352

352

0189

19

19

010

371

371

0199

28D

ays C

om

pre

ssiv

e S

trength

965

965

0515

97

97

086

1062

1062

0601

7D

ays C

om

pre

ssiv

e S

trength

846

846

0304

23

23

010

869

869

0314

28D

ays C

om

pre

ssiv

e S

trength

1470

1470

0487

47

47

035

1517

1517

0522

7D

ays C

om

pre

ssiv

e S

trength

55

05

00

00

55

05

28D

ays C

om

pre

ssiv

e S

trength

55

05

00

00

55

05

7D

ays C

om

pre

ssiv

e S

trength

19

19

06

15

15

010

34

34

016

28D

ays C

om

pre

ssiv

e S

trength

15

15

07

34

34

010

49

49

017

20.1

Density

276

276

0104

15

15

07

291

291

0111

20.2

Mars

h C

one V

iscosity

276

276

0104

15

15

07

291

291

0111

20.3

pH

Valu

e276

276

0104

15

15

07

291

291

0111

20.4

Silt

Conte

nt

15

15

06

00

00

15

15

06

20.5

Liq

uid

Lim

it18

18

07

00

00

18

18

07

25.0

Fin

e A

gg

reg

ate

Mo

RT

&H

1008-(

RE

-Blo

ck)

M45 P

UM

P

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

24.0

BE

NT

ON

ITE

MO

RT

&H

Sec. 1115.2

.3A

s r

equir

ed

M35 R

E B

LO

CK

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M40 R

CC

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M35 R

CC

PIL

ING

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M35 R

CC

PU

MP

AB

LE

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M30 R

CC

PU

MP

AB

LE

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M35 R

CC

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M25 R

CC

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M30 R

CC

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M20 R

CC

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M20 K

ER

B

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

M20 P

CC

IS:5

16 / IS

:456

MO

RT

&H

Sec. 1700

86

No

s.o

f

tes

t

wit

ne

ss

e

d b

y IE

No

. o

f

tes

t

Co

nd

uc

t

ed

Pa

ss

ed

Fa

ile

dN

os

.of

tes

t

wit

ne

ss

ed

by

IE

Pa

ss

ed

Fa

ile

d

No

s.o

f

tes

t

wit

ne

ss

e

d b

y IE

No

. o

f

tes

t

Co

nd

uc

t

ed

Pa

ss

ed

Fa

ile

d

S. N

o.

De

sc

rip

tio

nIS

Sp

ec

ific

ati

on

Cla

us

eF

req

ue

nc

y o

f T

es

ts

Te

st

co

nd

uc

ted

up

to P

revio

us

mo

nth

Te

sts

co

nd

uc

ted

du

rin

g r

ep

ort

ing

mo

nth

up

to A

pri

l-2

02

0T

es

t c

on

du

cte

d u

pto

th

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87


MPR APRIL 2020

7. Weather Report

Date

Temperature (Celsius) Humidity (%) Rainfall (mm)

Remarks Min Max Min Max

01-04-20 24.5 33.9 59 80 0.00 SUNNY

02-04-20 23.9 33.9 48 88 0.00 SUNNY

03-04-20 24.0 32.7 45 84 0.00 SUNNY

04-04-20 24.2 33.5 48 85 0.00 SUNNY

05-04-20 23.4 32.3 47 82 0.00 SUNNY

06-04-20 23.4 33.6 39 82 0.00 SUNNY

07-04-20 23.3 33.5 40 85 0.00 SUNNY

08-04-20 23.4 33.9 39 82 0.00 SUNNY

09-04-20 24.5 32.7 59 85 0.00 SUNNY

10-04-20 23.9 33.5 48 88 0.00 SUNNY

11-04-20 24.3 31.8 49 89 0.00 SUNNY

12-04-20 23.4 31.1 50 83 0.00 SUNNY

13-04-20 24.5 32.0 62 82 0.00 SUNNY

14-04-20 23.9 31.5 60 85 0.00 SUNNY

15-04-20 22.5 33.5 40 79 0.00 SUNNY

16-04-20 22.7 33.3 45 80 0.00 SUNNY

17-04-20 22.8 33.8 40 81 0.00 SUNNY

18-04-20 22.9 33.2 42 83 0.00 SUNNY

19-04-20 23.1 33.7 46 86 0.00 SUNNY

20-04-20 22.7 34.0 49 90 0.00 SUNNY

21-04-20 22.6 33.6 50 87 0.00 SUNNY

22-04-20 22.9 33.2 42 84 0.00 SUNNY

23-04-20 23.4 33.0 41 83 0.00 SUNNY

24-04-20 23.2 32.9 46 81 0.00 SUNNY

25-04-20 23.0 33.7 48 80 0.00 SUNNY

26-04-20 24.5 33.9 59 80 0.00 SUNNY

27-04-20 23.9 33.9 48 88 0.00 SUNNY

28-04-20 24.0 32.7 45 84 0.00 SUNNY

29-04-20 24.2 33.5 48 85 0.00 SUNNY

30-04-20 22.9 33.2 42 83 0.00 SUNNY

88


MPR APRIL 2020

8. Safety

Various issues related to environment and safety, such as traffic management, safety signage’s, disposal of waste materials and oil spillage, housekeeping, area barricading and traffic management, etc., are being taken care of during the execution of the project. Periodic Safety meetings being conducted on a regular basis and the details of the photographs for the same along with action taken are as below. 1. Safety Tool Box Meeting conducted for Sub Contractors regarding COVID-19 and its precautions at Ch. 145+000.

89


MPR APRIL 2020

9. Support Required from NHAI

Concessionaire requests NHAI to take early action on the following issues:

1. Pending Disbursement of Payment to the beneficiaries from CALA towards Land and Buildings in Thanjavur District. – Request Authority to advise/instruct the Competent

Authority of Land Acquisition to speed up the process of disbursement of pending payment.

2. Permission from Local Authorities for procurement of Borrow Earth for Irrigation Tanks.

3. Rerouting of existing canal between Km.146+600 to 148+100

4. NOC from PWD/WRO, Govt. of Tamil Nadu for construction of Minor Bridge (07 Nos) and Major Bridge (04 Nos)

5. NOC from PWD/WRO, Govt. of Tamil Nadu for construction of project highways in the

existing ponds (in a length of 1.667 Kms).

6. Removal/relocation of existing irrigation sluice and regulator in the locations of Km: 150+800, Km: 152+900 & Km: 134+770.

7. Additional land acquisition for Toll plaza location, Bus bays. Turning radius at Major junctions.

8. Permission for Removal of Teak wood trees from the Project Highway in length of 680m.

9. Removal of Religious structures of 13 Nos. and Bus stand from the proposed ROW.

10. Removal of Government Buildings like VAO office, School, Post Office & Ration Shop

etc. in 15 nos. of locations.

11. Removal of unauthorized occupations in 25 nos. of locations in the project highways.

12. Required State Support Agreement between NHAI & Govt. of Tamil Nadu as due

priority will be given to NH Projects by the State Govt. officials.

13. Removal of Fuel Stations at Km: 120+400, Km: 128+850 and Km: 122+450.

14. Revised Estimates for Electrical Shifting due to non-available of vertical clearance –

Request Authority for earlier Approval.

15. Removal of Existing Motor Rooms of 22 nos. from the project highway. – Request Authority to advise/instruct the competent department to take the possession of land.

90


MPR APRIL 2020

16. Hindrances/Occupations/Land Acquisition issues in the following locations due to various reasons,

Sl.No

From To Effected Length in

( M )

Nature of Hindrance

Survey No Name of Village Name of Land Owner

1 138+400 138+480 520 m

Court Stay 4/4A Thiruvalanzuli Mr.Dharmalingam

2 138+500 138+540 Court Stay - Thiruvalanzuli Mr.Shanmugam

3 138+750 138+850 500 m Court Stay Thiruvalanzuli Mr.Dhahshnamoorthy

, Mr.Rajini, Mr.nagaraj

4 142+100 142+200 500 m Payment

Issue

326/1, 326/2, 326/3, 326/4, 326/5, 326/ 6

Gopurajapuram Mr.Pakir Mohammed

5 161+100 161+200 1000 m LA issues 3/1A,3/1B Kadakadapai Ms Tamilselvei

Total Effected Length in Meters 2520 17. With reference to our several correspondence time to time vide which we intimated the matter of enforced nationwide lockdown as well as its impact on the Project Highway, the World Health Organization (WHO) on 11th March’ 2020 had characterized the Novel Coronavirus Disease (COVID-19) outbreak as a global Pandemic. In view of the WHO’s announcement and over all prevailing condition of the nation, the Union Government of India (GOI) had invoked section 2 of Epidemic Disease Act 1897 on 12.03.2020 to prevent the spread of novel coronavirus in India. Accordingly, the State Government of Tamilnadu has enforced complete lockdown of the entire state from 24.03.2020 to 31.03.2020 to avoid the spread of COVID-Subsequently, The Ministry of Home Affairs (MHA) vide Order No. 40-3/2020-DM-I(A), dated 24.03.2020 directed to enforce complete nationwide lockdown for the period of 21 days from 25.03.2020 to 14.04.2020. Further, based on the outcome of COVID-19 spread containment during 1st nationwide lockdown till 14th April’ 2020 & condition of country as a whole, Ministry of Home Affairs (MHA), Govt. of India in exercise of powers conferred under Section 10(2)(I) of Disaster Management Act 2005, has issued an Order bearing no. 40-3/2020-DM-I(A), dated 15.04.2020 that the nationwide lockdown will remain continue till 3rd May’ 2020 to contain the spread of COVID-19 in the country. However, to mitigate hardship of the public select additional activities will be allowed with effect from 20th April’ 2020 including Road Construction Activities as per sr. no. 16 of Consolidated Revised Guidelines on the measures to be taken by Ministries / Departments of GOI, State/ UT Govt. and State/ UT Authorities incorporating these guidelines are enclosed with the MHA order. Accordingly, we have submitted the detailed work program during the extended lock down period up to 03.05.2020 along with the list of Manpower & Machineries to be involved in the Construction work to take suitable action for the issuance of necessary permission from District Administration in this regard. Further, vide our letter no. 12 dated 23.04.2020 we informed that Press released no. 280 dated 20.04.2020 issued by Government of Tamilnadu that Government of Tamilnadu had

91


MPR APRIL 2020

instructed to continue to enforce all the existing restrictions issued by MHA order dated 24.03.2020 during extended lock down period i.e. up to 03.05.2020. After that, a notification issued by Revenue and Disaster Management (D-II) Department, Govt. of Tamilnadu bearing no. 203 dated 23.04.2020 vide which it is informed that resumption of construction of road & bridge project can be done with taking all precaution as per Standard Operating Procedure (SOPs) for social distancing and obtain permission from District Administration.

But so far we have not received the requisite permission from the District Administration for commencement of works and the entire construction activities are standstill since 21.03.2020 and the mobilised manpower and machineries are in idle conditions which the Concessionaire facing the huge losses of valuable time and cost due to occurrence of this Force Majeure under the Article-28 of Concession Agreement.

92


MPR APRIL 2020

10. Important Events

Table 10.1. Details of Important Events

Sl. No Date of Events Description of Events Remarks

93


MPR APRIL 2020

11. Organization Chart The following figures represent the organization structure of the EPC and SPV Team. 1. Fig. 4 - Organization Chart - EPC Team 2. Fig. 5 - Organization Chart - SPV Team

94

Fig

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96


MPR APRIL 2020

12. List of Plants, Machinery and Equipment's

S.No Name of the Machinery Capacity / Model Mobilized at Site Remarks

1 Grader 120K2 5

2 Excavator/JCB JCB-220 6

3 Dozer 1

4 Soil Compactor HAMM 311 4

5 Backhoe Loader JCB 3DX 5

6 Tipper Bharat Benz- 3128C 16

7 Transit Mixer 2523C 11

8 Loader 455 ZX 6

9 Trailer 3

10 Water Tanker 8

11 Diesel Tanker 3

12 Boom Placer S-36 1

13 Tractor 5036 D V-2 3

14 Mobile Service Van 1

15 Tower Light AJASKY 3

16 Hydra Crane 4

17 Asphalt Batch Mix Plant 1

18 Wet Mix Plant 250 TPH 1

14 Concrete Batch Mix Plant 45 cum 45 cum 2

15 Concrete Batch Mix Plant 60 cum 60 cum 1

16 Crusher Plant (3 Stage) 250 TPH 3

17 Weigh Bridge for Camp 100MT 100MT 2

18 Weigh Bridge for Crusher 100MT 100MT 1

19 Genset Base Camp 25KV 2

20 Genset (Crusher) 63KVA 63KVA 3

21 Genset (H.M & B/P) 82.50KV 3

22 Genset (B/P-CP-45) 125KV 1

23 Genset 650 KVA 650 KVA 1

26 Genset (Crusher) 1010KVA 3

27 Genset 15KVA 15KVA 1

97


MPR APRIL 2020

13. Change of Scope Proposals

Table 13.1 - Status of Change of Scope Proposals

Sl. No. Proposal Details Date of

Proposal Current Status COS Amount

Actual Date of Approval

1

Upgradation strengthening the Incident Management services.

10.05.2019

IE recommended to Authority vide ref.148 for issuance under COS and is under scrutiny with Authority

NA NA

2

Construction of Major Bridge at Km 131+963-under Change of Scope

01.06.2019 IE recommended to Authority vide ref.141 for issuance under COS.

NA NA

98


MPR APRIL 2020

14. Details of Correspondences

The following tables list out the correspondences between the parties. Table 14.1. - Concessionaire to NHAI Table 14.2. - NHAI to Concessionaire Table 14.3. - Concessionaire to Independent Engineer Table 14.4. - Independent Engineer to Concessionaire

99

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rma

nce

Gu

ara

nte

e

Pro

jec

t N

am

e:-

Fo

ur

La

nin

g o

f C

ho

lop

ura

m –

Th

an

jav

ur

fro

m K

m.

11

6.4

40

to

16

4.2

75

Se

cti

on

of

NH

45

C i

n t

he

sta

te o

f T

am

iln

ad

u u

nd

er

NH

DP

-IV

on

Hy

bri

d A

nn

uit

y

TA

BL

E 1

4.2

- C

OR

RE

SP

ON

DA

NC

E

- N

HA

I T

O C

ON

CE

SS

ION

AIR

E

MPR A

PRIL

2020

101

S.N

oD

ate

Lett

er

No

S

ub

ject

Rem

ark

s

34/3

/2020

PC

TH

PL/C

TP

/IE

/2020/6

92

Subm

issio

n o

f M

onth

ly P

rogre

ss R

eport

for

the M

onth

of M

arc

h 2

020

Pro

ject

Nam

e:-

Fo

ur

Lan

ing

of

Ch

olo

pu

ram

– T

han

javu

r fr

om

Km

. 116.4

40 t

o 1

64.2

75 S

ecti

on

of

NH

45C

in

th

e s

tate

of

Tam

iln

ad

u u

nd

er

NH

DP

-IV

on

Hyb

rid

An

nu

ity

TA

BL

E 1

4.3

- C

OR

RE

SP

ON

DA

NC

E -

CO

NC

ES

SIO

NA

IRE

TO

IN

DE

PE

ND

EN

T E

NG

INE

ER

MPR A

PRIL

20

20

102

S.N

oD

ate

Le

tte

r N

o

Su

bje

ct

Re

ma

rks

14

/1/2

02

0T

HE

ME

/NH

AI/

CH

O-T

NJR

/CO

N/0

42

0/5

78

Su

bm

issio

n o

f D

esig

n a

nd

dra

win

gs f

or

05

No

s o

f M

ino

r B

rid

ge

in

Se

rvic

e r

oa

d p

ort

ion

24

/8/2

02

0T

HE

ME

/NH

AI/

CH

O-T

NJR

/CO

N/0

42

0/5

79

Re

vie

w o

f D

esig

n a

nd

Dra

win

g f

or

MN

B a

t ch

14

3+

11

5,

14

4+

88

0,

15

5+

04

9,

16

2+

61

8

34

/20

/20

20

TH

EM

E/N

HA

I/C

HO

-TN

JR

/CO

N/0

42

0/5

82

Ro

ad

Ma

inte

na

nce

an

d p

oth

ole

re

pa

irin

g f

or

on

se

t m

on

so

on

Pro

jec

t N

am

e:-

Fo

ur

La

nin

g o

f C

ho

lop

ura

m –

Th

an

jav

ur

fro

m K

m.

11

6.4

40

to

16

4.2

75

Se

cti

on

of

NH

45

C i

n t

he

sta

te o

f T

am

iln

ad

u u

nd

er

NH

DP

-IV

on

Hy

bri

d A

nn

uit

y

TA

BL

E 1

4.4

- C

OR

RE

SP

ON

DA

NC

E

- IN

DE

PE

ND

EN

T E

NG

INE

ER

TO

CO

NC

ES

SIO

NA

IRE

/ N

HA

I

MPR A

PRIL

20

20

103


MPR APRIL 2020

15. Progress Photographs

Due to the effect of prevailing lockdown situation in the Project location, all

the construction activities are standstill.

104

Date post:	12-Feb-2022
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Cholopuram -Thanjavur Highway Project (NH-45C)

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