IEReport/Exe_Summary_final-July 14.pdf

‘Independent Consultancy Services for Design, Engineering, Construction, Development, Finance, Operation and

Maintenance of 4/6 laning of Hyderabad-Vijayawada Section from Km 40.00 to Km 221.500 of NH-9 in the State of

Andhra Pradesh under NHDP Phase-III

Monthly Report for July 2014

1.0 EXECUTIVE SUMMARY

The NHAI has proposed to widen certain stretches of NH-9 to 4/6 lane under NHDP Phase III programme. The Work of 4/6 laning of existing 2-lanes from Malkapuram (km 40.000) to Totacherla village ( km 221+500) on NH-9 with partial access control has been awarded to M/S GMR Hyderabad Vijayawada Expressway Pvt. Ltd.(Concessionaire) under DBFOT (Design-Build-Finance-Operate and Transfer) scheme. The Project road presently starts from km 40+000 to km 190+861 falls in Nalgonda District of Telangana State and km190+861 to km 221.500 falls in Krishna District Andhra Pradesh State. This section of NH-9/NH-65(New) provides connectivity from the Telangana State Capital of Hyderabad to Vijayawada. The Supervision Team of the Independent Consultancy Services for the Project is carriedout the design review as well as regular site inspections as per the Contract. The compliance to the instructions /comments is being attended by the Concessionaire.

The Land acquisition in approximately 100.00% area for 4-Laning has been completed. The land acquisition is hindering the present phase of Construction 6-Laning for 165m, future 6-Laning for 1025m, for Service Road in 1255m and 3005m ROW drain as per the record submitted by the Concessionaire. The additional land required at Junction location has been submitted by the Concessionaire in the month of Sept’ 2012 to the Authority, and its acquisition is under process. The encumbered land is hindering the works in various forms i.e. at some locations it is hindering the service road, junctions and the additional lane for future six laning accordingly the utility shifting. Most of the utility shifting has been completed except for Choutuppal, the same is under progress. The Authority has made part payment for the utility services shifting and thus the utility removal/shifting are still in progress. The Concessionaire has been raising the issue regarding payment of storage and contingencies charges, the issue has refered to Executive Committee,NHAI and Executive Committee given its decision and communicated the same to the Concessionaire. The progress of electrical lines, RWS/ Krishna Water pipeline, Tree cutting are 97.40%, 93.30%, 100.00% respectively. The major balance works included in punch list are Drains, Balance works of Service Road some of them are under CA scope and balance are under COS, Part of Toll Plazas such as Static weigh bridges,Street lighting, way side amenities etc. Most of these works were left untouched due to land constraint, for Change of scope order and Approval from Authority. The long awaited notice for COS-2 (additional service roads as per public demand), Service roads and foot over bridges was issued by the Authority in the month of July’2013, but these works under COS Service roads has not been started by the Concessionaire even after many instructions from the NHAI and IE’s office for want of COS order. The submission for COS costing analysis from the Concessionaire is completed and ICT,HQ forwarded the COS with comments to PD,NHAI for further necessary action,but the PD,NHAI returned back the same with comments. The Concessionaire submitted the drawings and cost analysis of footover bridges and additional service roads after incorporating the corrections suggested by RO office and PD office to IE and IE subsequently after scruitiny forwarded the same to the Authority for their verification and issuing “Change of Scope order” and relesing advance payment as per clause 16.2/3 of CA. As per directions from PD,NHAI the IE issued “change of scope order” for 5 nos of “footover passes” to Concessionaire and on recommendation from IE, The PD,NHAI released advance payment of 20% as per CA to the Concessionaire. The fabrication work of these 5 footover bridges started during April 2014 and are to be completed by June 2014 as per initial programme but not completed in all respects till end of July 2014 The Engineer recommended for issue of Completion Certificate as per Article 14.2 on the 19th March 2013, as all the items indicated in the Punch list have been completed except for those stretches where the occupation or encumbrance free land could not made available by the Authority or reasons not attributable to the Concessionaire, the submission is under review of the NHAI. Further as per decision at NHAI head quarted the IE recommended revised Provisional completion in the month of May 2014.by additing 2km chillakallu stretch, which is not included earlier during PCOD. From 00 hours of 22-07-2014 after consent of CGM,RO and PD,NHAI on recommendation by IE, the Concessionire started collecting additional toll at TP-3 for 2 km Stretch i.e. from Km 202+250 to Km 204+250. The Plan and Profile for the 181.873 km of main carriageway from km 40+000 to km 221+873 had been reviewed, commented. The P&P of the additional service road of 8.94 km length notified under COS-1 by NHAI had also been reviewed and commented. The plan & profile of additional length of service road communicated under recent COS( of 10.314 km) due to re-adjustment of lengths and widths of existing service roads of original scope and COS-1 were also reviewed except for 6.440 km of Chityal, Chikatigudem, Tirumalagiri-1,Madavaram, Mukundapuram village and Tirumalagiri-2.





All the drawings of Junctions from km 40+000 to km 221+873 have been reviewed and commented. The Junctions have been constructed as per the reviewed drawing except for the locations/ areas, where the required land width is not yet acquired or available, which shall be completed by the Concessionaire as and when the required land is made available. The recorded completed works on the Main carriageway towards Clearing & Grubbing, Embankment, Sub Grade, GSB,WMM-1st, WMM-2nd, DBM 1stlayer,DBM 2nd layer, BC and kerb casting construction has been completed except for the RUB approach construction at km 77+800( which is now under progress). The work progress of Structures is 100% for HP culverts, Box Culverts and Minor Bridges, PUP, CUP, VUP. The PD,NHAI instructed for starting execution of RUB approaches as the Pushing work of RUB is completed. The audited Escrow account has not been submitted by the Concessionaire since the start of the Project. The Mile stone-I, II & III, achievement could not be concluded /commented by the financial expert of IE, however the conditions other than financial expenses of the Milestones I, II and III have been achieved and Provisional completion recorded on 20th Dec 2012, which is within 90 day of Scheduled Completion date. Due to land constraint the service road work at Chityal, Chouttupal, Munagala, Wayside amenities at two locations, six lane at Chityal, chouttupal, Munagala and balance works at Toll Plazas are effected. The Vigilance Team has checked the Project works in the month of Dec’2012 and have forwarded its observations/deficiencies in the work. The concessionaire has been asked to report the corrective measures taken at site. The reply for the same is received from the Concessionaire. The IE has prepared its comments/compliance on the observation concerning to the IE and submitted the same to the Authority for their further needful action. During the July 2013 the high power committee of NHAI HQ approved additional service roads at different locations like veliminedu-BHS, Aitipamula-BHS, additional S.R. at chityal on LHS, additional at suryapet - LHS, Mukundapuram-BHS, Madavaram-BHS, Chikatigudem-RHS, Uppalapahad-RHS, Tirumalagiri-BHS, Jaggayyapeta to Tirumalagiri-BHS, foot over bridges at 5 locations i.e. at Choutuppal-2 nos, Chityal -2 Nos and Khetapalli - 1 no. The Concessionaire has been advised for submitting the programme for completing the approved COS, but,the Concessionaire start execution of foot over bridge in the month of April 2014 but work still not completed The Work of replacement of dead median plantation and Avenue trees is not satisfactory, the night traffic is facing lots of bright light glare. This is being informed to the Concessionaire regularly. The services of IE had asked to be extended till 31st Dec.2013, further in the month of December 2013, NHAI instructed the IE to extend the services up to June 2014 or till the appointement of Operation & Maintenace Consultant which ever is earlier. Recently in the Month of June 2014 PD,NHAI instructed for further extension of services up to Sep 2014 The Concessionaire has raised claim for losses under Article 34 and 41 for Change in Sand Mining Law and Force Majeure, due to Talangana agitation. The IE has given legal opinion for the same to the Authority. Further the Concessionaire has asked for permission to display Commercial advertisement boards at the Toll plaza and Bus Shelters. Proposal of area distribution etc. as per Ministry circular received recently and comments are already forwarded to NHAI by IE. Recently the CGM(RO),NHAI instructed not to erect the Advertisement boards on the highway.But, the Concessionaire again represented by showing latest circular to IE, after review IE forwarded to PD,NHAI, which is under scrutiny at PD,NHAI office The Concessionaire started execution of utility shifting at Chouttupal.The safety precautions like Solar blinkers,bar Marking as directed by CGM,RO has been done at 24 Median openings/junctions and at balance locations work yet to be taken up. The IE issued revised Provisional completion certificate by including balance 2.000 km length of Main carriageway on 26-04-2014, the approval from Authority is received on 19-07-2014 and 2nd PCOD recommended on 21-07-2014 . The monthly site inspection for checking the maintenance work executed for the month of July 2014 was carried out on 6th August 2014. The site inspection reports of IE are also enclosed herewith.





1.1 Introduction

Andhra Pradesh is a State in South-Eastern India and is part of the linguistic-cultural region of South India. It lies between 12°41' and 22°N latitude and 77° and 84°40'E longitude, and is bounded by Maharashtra, Chhattisgarh and Orissa in the north, the Bay of Bengal in the East, Tamil Nadu to the South and Karnataka to the West. Andhra Pradesh is the fifth largest State in India covering an area of 275,068 sq km and is the major linking State between the North and the South of India. It is the biggest and most populous State in the South of India and is considered as the rice bowl of India. The State is crisscrossed by two major rivers, the Godavari and Krishna. Andhra Pradesh can be broadly divided into three regions, namely Coastal Andhra, Telangana and Rayalaseema. Coastal Andhra occupies the coastal plain between Eastern Ghat ranges, which run along the length of the State, and the Bay of Bengal. Telangana lies west of the Ghats on the Deccan Plateau. The great Godavari and Krishna rivers rise in the Western Ghats of Karnataka and Maharashtra and flow east across Telangana to fall into the Bay of Bengal in a combined river delta. Rayalaseema lies in the southeast of the State on the Deccan plateau, in the basin of the Penner River. It is separated from Telangana by the low Erramala Hills and from Coastal Andhra by the Eastern Ghats.

1.2 Project Road Alignment

The National Highway No. 9 starts at Pune and ends at Machhilipatnam enroute Hyderabad, Vijayawada, and Sholapur. The highway traverses a distance of about 841 km through the States of Maharashtra (336km), Karnataka (75km) and Andhra Pradesh (430km) as shown in Figure.

The Government of India has decided to create a world-class infrastructure facility in order to keep the excellent momentum of economic development in the country, of which National Highway holds prime role. National Highways Authority of India (NHAI) is responsible for the development and management of these Highways under the National Highways Development Programme (NHDP).

NH 9 Hyderabad

Vijayawada

http://en.wikipedia.org/wiki/India

http://en.wikipedia.org/wiki/South_India

http://en.wikipedia.org/wiki/Maharashtra

http://en.wikipedia.org/wiki/Chhattisgarh

http://en.wikipedia.org/wiki/Orissa

http://en.wikipedia.org/wiki/Bay_of_Bengal

http://en.wikipedia.org/wiki/Tamil_Nadu

http://en.wikipedia.org/wiki/Karnataka

http://en.wikipedia.org/wiki/Godavari_River

http://en.wikipedia.org/wiki/Krishna_River

http://en.wikipedia.org/wiki/Coastal_Andhra

http://en.wikipedia.org/wiki/Telangana

http://en.wikipedia.org/wiki/Rayalaseema

http://en.wikipedia.org/wiki/Eastern_Ghats

http://en.wikipedia.org/wiki/Bay_of_Bengal

http://en.wikipedia.org/wiki/Telangana

http://en.wikipedia.org/wiki/Deccan

http://en.wikipedia.org/wiki/Godavari_River

http://en.wikipedia.org/wiki/Krishna_River

http://en.wikipedia.org/wiki/Western_Ghats

http://en.wikipedia.org/wiki/Karnataka

http://en.wikipedia.org/wiki/Maharashtra

http://en.wikipedia.org/wiki/River_delta

http://en.wikipedia.org/wiki/Penner_River

http://en.wikipedia.org/wiki/Erramala





The NHAI has proposed to widen certain selected stretches of National Highways to 4/6 lanes connecting capital states and Seaports with contries NH networks. Under this NHDP Phase III programme, it is proposed to widen the existing 2-lane to 4/6-lane with partial access control under BDFOT (Build-Design-Finance-Operate-and Transfer) scheme from km 40+000 to km 190+861 and km 190+861 to km 221.500 in Nalgonda and Krishna Districts of Andhra Pradesh State respectively. National Highway No-9 provides connectivity from the State Capital of Hyderabad to Vijayawada. The present Project covers 4/6 laning of the stretch from Malkapuram (km 40.000) to Totacherla village (km 221+500) on Hyderabad-Vijayawada section of NH-9.

The Concession Agreement for the Project was signed between M/S GMR Hyderabad-Vijayawada Expressway Pvt. Ltd. and NHAI on 9th Oct. 2009.

The Independent Consultancy Agreement for supervision of the Project was signed on 16th April 2010 between M/S Intercontinental Consultants and Technocrats Pvt. Ltd. and NHAI.

1.3 CONDITION OF EXISTING PROJECT ROAD

The existing project road is a two-lane carriageway of about 7.0m wide with 1.0m-2.0m earthen shoulders on either side. The formation width varies from 7.7m to 25.3m. Earthen shoulder width varies from 1.0m to 2.0m on either side all along the road. The condition of the shoulders varies from fair to poor with frequent rain cuts and at places is in loose condition. Almost throughout the section the earthen shoulder were found to be at level with the pavement but at some locations with reverse camber. Paved shoulder is present at built-up and commercial areas, width varying between 1.0-2.0m in good to fair condition. The height of embankment varies from 0.5 to 5.0m. Existing high embankment of 6m to 7m is available in approaches to the bridges. The condition of the embankment is fair to poor with rain-cuts at some locations.





2.1 SALIENT FEATURES OF THE PROJECT:-

S.No Particulars Details

1. Grant / Revenue Share 32.6% of the total realizable fee + 1% additional for each year for the subsequent years to be paid to NHAI.

2. Construction Period 30 months (2 ½ years)

3 Concession Period 25 Years including construction period of 2 ½ years.

4 Name of SPV GMR Hyderabad Vijayawada Expressways Pvt. Ltd

5 Designed length of the Project 181.50 Kms

6 Proposed ROW 60m

7 Estimated Project Cost (Civil Works)

Rs. 1170 Cr.

8 Total Project Cost Rs 1740 Cr

9 Date of agreement 09th October 2009.

10 Schedule Date of Completion 30 months from Appointed Date i.e.6th April 2010 Completion date=2nd Oct 2012

11 Name of Independent consultant and date of appointment

M/s Intercontinental Consultants and Technocrats Pvt. Ltd. Agreement date 16th April 2010, Commencement date 19th April 2010

2.2 SUMMARY OF TECHNICAL DETAILS OF THE PROJECT:-

S.No Particulars Details

1 Total project Road 181.500 km of 4/6 lanes from km 40+000 to km 221+500

2 Total No. of Bypasses 6 Nos (i) Narketpally: (From Existing Km. 85.338 to 88.826) (ii) Nakrekal: (From Existing Km. 110.506 to 115.592) (iii) Kodada: (From Existing Km. 175.6 to 183.585) (iv) Akupamula: (From Existing Km. 171.800 to 173.400) (v) Sher Mohammad Peta: (From Existing Km. 195.30 to 198.80) (vi) Navabpet: (From Existing Km. 214.7 to 217.700)

3 Total No.of CD Structures 399 Nos as per CA

a) Major Bridges 3 /3 Nos as per CA / as constructed

b) Minor Bridges 45 /44 Nos. as per CA /as constructed

c) Slab / Box Culverts 77/133 Nos as per CA/as constructed

d) Pipe Culverts 108/234 Nos. as per CA/as constructed

4 Total No. of Major Junctions 19/19 Nos. as per CA/as constructed

5 Total No. of Minor Junctions 41/41 Nos. as per CA/as constructed

6 Total No. of RUBs 2 Nos. to be constructed by Railways (i) Km. 77/950 (Chityala) (ii) Km. 203/850 (Chillakallu)

7 Reserve Forest 1.265 Ha

8 Total length of service roads Length 51.660 Kms–additional approved 15.394 Kms- during 4 Laning

9 Total No. of Way side amenities 2 Nos

10 Total No. of Truck laybyes 7 Nos (Km. 48.87(L), Km. 63.280 (L), Km. 123.799 (L), Km. 135.340 (L), Km. 158.12 (L), Km. 191.5 (L) & Km. 201.60 (L)

11 Total No. of Vehicular Underpasses

17/15 Nos as per CA/as per site

12 Total No. of PUP / Cattle Underpass

28/30 Nos ((10/10 Nos Cattle Underpass) + (18/20 Nos Pedestrian Underpass)) as per CA/as per site

13 Total numbers of toll Plazas

3 Nos

At Km 60/650 at Narketpalli

118/250 at Nakrekal

205/025 at Kodada





2.3 PRE-CONSTRUCTION ACTIVITIES:-

A) LAND ACQUISITION STATUS:

Sl.no Description Total Km

Completed Progress Balance Completed Progress Balance Remarks

1 Land

Acquisition 181.500 181.400 0.100 0.000 99.9% 0.100% 0.0%

Considering present Scope of work(4-Laning)

B) Status of Utility Shifting and Tree cutting:-

Sl.no Description Total Km Completed Progress Balance Completed Progress Balance Remarks

1 Electrical works 117.230 114.180 3.050 0.000 97.4% 2.6% 0.0%

2 Rural water Works 133.046 124.167 8.879 0.000 93.3% 6.7% 0.0%

3 Tree Cutting 181.500 181.500 0.000 0.000 100.0% 0.0% 0.0%

2.4 Status of RUBs:-

S.No

Name of item Status

1. RUB at NH Km 77/834

GAD was submitted to Railways and also Centage charges of Rs. 20.16 lakhs also deposited with Railways. Approval of the Competent Authority has been accorded to take up the construction of RUB by Railways under Deposit Works. The Work of RUB construction started and completed and pushing of the box structure completed balance wing and return wall works balance

2. RUB at NH Km. 203.850 Centage charges of Rs. 21.01 lakhs paid to Rlys. Approval of the Competent Authority has been accorded to take up the construction of RUB by Railways under Deposit Work. The Rlys. Submitted the GAD along with Detailed Estimate for Rs. 15,37,54,481/- and the same has been submitted to NHAI HQ for the approval of the Competent Authority. The construction work started in the month of January’2012 and completed except return wall work

2.5 COMMENTS OF THE INDEPENDENT ENGINEER:

STATUS OF OBLIGATION OF CONCESSIONAIRE

a. The Concessionaire has not submitted the details or incorporated the comments regarding the following

activities: I. The maintence work is delaying due to dependency of Concessionaire on their EPC contractor

14.

Progress Mile Stones

1. 10% progress by -180th day from appointed date- 2nd October 2010 2. 35% progress by -400Th day from appointed date-11th May 2011 3. 70% progress by -650th day from appointed date-16th January 2012

4. 100% progress by-910th day from appointed date- 2nd October 2012

15 Provisional Completion Certificate issued date

1. 20-12-2012





2.6 STATUS OF LAND ACQUISITION AS ON 31st July 2014 (as per Concessionaire)

S.

No

Nam

e of

Mand

al

Name

of

Village

Fro

m

Ch

To

Ch

Len

gth

in

M

dist.

Fro

m

PCL

Si

de

Descripion of the

Obstruction Status As on 14.07.2014

4 lanin

g

6 lanin

g

Service Roa

d

Future 6

laning

ROW &

Drain

1 Choutuppal

Malkapur 40.485

40.510

25 11 Mts

LHS

Religious

structure

Mysamma Temple &

Uppalamma Temple

Compensation deposited with the Endowment Dept on 07.09.2010. The Endowment Dept has to undertake relocation. Due to local influence and political pressure, NHAI advised to hold relocation.

25

2 Choutuppal

Malkapur 40.950

41.000

50 18 Mts

RHS

structure

Cooperative Textile

park compound

wall.

Compensation paid but on the advise of RDO, demolition of compound wall in abeyance.

50

3 Choutuppal

D.Nagaram

48.280

48.310

30 Median

Religious

structure

Muslim Grave /

Kabristan

Muslim graves in median portion, Median width increased by 13 Mts (in RHS) to accommodate graves for construction of 4-Laning. 4-Lane shoulder edge at 23 Mts from PCL. Future 6 Lane can be adjusted in balance land width. If possession of land obtained, RHS side 6-laning can be adjusted in median side to make alignment smoother. As per Waqf board resolution (No. 1225 dated 13.12.2011), religious structure of minorities can not be disturbed

30

4 Choutuppal

D.Nagaram

48.747

48.777

30 11 Mts

LHS

Religious

structure

Vinayaka Temple.

Compensation awarded in favour of Endowment Dept. Mandal Administration identified alternate land for reloaction. The Endowment Dept and Mandal Administration to jointly take steps for relocation.( Ref MOM with collector NLG held on 17-09-2013)

30

5 Choutuppal

Lakkaram 51.350

51.420

70 22 Mts

RHS

Structure and land

1. VVR gardens

Compound wall (350 to 420) - at 22

mts from PCL.

2. Land dispute (300 to

400) at 15 Mts from

PCL - Affecting

service road

VVVR garden compound wall. Land (From 51+300 to 51+400 - 15 Mts from PCL) affecting service road construction (merging length) Initially this property was identified to be in Sy.No. 129 which is a Govt. Land, accordintly notified. But later the property owner disputed about the Sy.No. stating that it is a Patta land and he should get compensation for that. On Re-survey it is proved to be in Sy.No. 136 which is not notified. Therefore the matter is pending.SD and 3 A (1) are due.

70

6 Choutuppal

Lakkaram 52.140

52.160

20 22 Mts

LHS

Land & structur

e

Land & Structure

This property was attributed to Sy.No. 84 and notified. But the property owner produced document for Sy.No.82 which is not notified. Compensation for structures released but the land owners are insisting for land compensation. CALA is unable to pay for sy.No.82. Matter is unsettled.

20





7 Choutuppal

Lakkaram 52.350

52.800

450 22 Mts

RHS

Land & structur

e

Land & Structure

With Court Orders in W.P.18948/2009 not to disturb the Dargah on the LHS, the Central line was shifted 7.5mtr towards right to accommodate the 4 lane Road. Balance land is not sufficient to form the 9 mtrs Service Road. The LA process has to be intiated. It will affect 46 pakka structures.

450

8 Choutuppal

Lakkaram 52.450

52.650

200 10 Mts

LHS

Religious

structure

Dargah & Graves

As per the Wakf Board resolution No. 1225 Dt: 13.12.2011, Religious structures of Minorities are not to be disturbed. Even as per Wakf Act, we can not disturb them. Also Muthawali filed W.P.18948/2009 and obtained an order in his favour.

200

9 Choutuupal

Choutuppal

53.350

53.400

50 15 to 20 Mts

RHS

structures

Buildings

Compensation released to the Gramapanchayath Office, being vacated. Another structure owner sought for revaluation.Revaluation report recevied on 16-07-2014. proccedings to be issued by CALA for releseing compenstion.

50 50

10 Choutuppal

Choutuppal

53.250

53.280

Length Considered

13 Mts

LHS

Religious

structure

Hindu Grave Yard and Buildings

1 structure is covered by W.P.25129/2011. Ready for dismantling but it is conjoined with another structure which is covered by W.P.35199/2012, which is yet to be disposed. With regard to Hindu Graves in Pvt. Land, the GPLA yet to clarify legal positition sought by CALA.

30 30

11 Choutuppal

Choutuppal

53.500

53.515

15 13 Mts

LHS

Land

Ownership dispute – As per Govt. record, it is Govt. land whereas as per record with enjoyer it is patta land. Validity of supplementary Sethwar claiming the ownership for compensation to be finalised by the Joint Collector-Nalgonda. The enjoyer also approached the Court through W.P.21019/2012, which is yet to be decided.

15 15

12 Choutuppal

Choutuppal

54.120

54.220

100 26 Mts

LHS

structures

Buildings

Award for 3 structures is under process with CALA. These structures are falling in the land to be acquired for the Junctions. The Priliminary Valuation and Award passing is due.

100

13 Choutuppal

Choutuppal

54.700

54.750

50 24.5 mtr

RHS

Electrical

Electrical line (HT Tower (feeder

line) @ 132 KV

substation)

1.NHAI provided approved estimate after curtailment of some amount. 2.Provisions are denied to be paid out of approved estimate of Rs. 99 Lakhs. 3.No contractor is ready to take up work at that cost. Same is duly informed to NHAI for consideration. 4.Yet to receive reply. However present P.D. is of opinion that Concessionaire is to get relocation done in approved estimate only. 5.As per document, estimate is not final and is liable to change as per site condition. Also, rates confirming to SOR 2009-2010 only which is in variance with present market rate.

50





14 Choutuppal

Panthangi 59.860

59.880

20 27 Mts

LHS

structure

Land & Building

Survey dispute of village limit (Lingojigudem or Panthangi) These lands are actually notified under Panthangi Village but on Re-survey it is found to be incorrect. Fresh notification has to be issued after this land is propoerly identified by the Survey Dept. Regional Deputy Director-Survey and Land Records verified the issue physically and the report is awaited.

20

15 Choutuppal

Panthangi 60+6

50

BHS

Land

Land problem for Toll Plaza-

1

After dimissal of W.P. 3087/12, the petitioners filed appeal No. W.A.66/14, whereupon the vacation Court granted Status Quo Order. In the hearing held on 21.01.2014 the High Court ordered .. " we refuse to allow continuation of the interim Order granted earlier. We make it clear that every thing will abide by the result of this Appeal". From this second interim order it is evident there is risk of foregoing the construction cost if the appeal is decided in favour of the appellants.

16 Chitya

la Valimined

u 65.900

66.000

100 10.5 Mts

RHS

Religious

structure

Hanuman temple

Concessionaire was directed by NHAI not to disturb the temple due to local political pressure.( As recorded in MOM dated 29.01.2013 issued by JC - Nalgonda)

100

17 Chitya

la Velimined

u 69.700

RHS

Land Way side Amenity

T, R & B (Roads III) Department has sought proposal under G.O.Ms.No. 571 Dt 14-09-2012 from EnC (R&B), SR and CGM NHAI for taking further action in the matter. The assignees of this land obtained interim direction in W.P.13928/2013 from the A.P.High Court not to alienate till further orders in the matter.Besides , delivery posseesion is inevitable for compliance GO.MS .NO 571 dated 14-09-2012.

18 Narketpally

Goplaipally

84.360

84.380

20 27.5 Mts

LHS

structure

Sivanada Plastics.

Payment made, but enjoyer not allowing to for demolition ( Partner is a leading Politician pressurizing Administration not to demolish)

20

19 Narketpally

A.P.Lingottam

90.600

90.610

10 23 mts

LHS

structure

Huts

Enjoyer approached court against GMR (OS No. 48/2012) stating that concessionaire is trying to grab more land than payment made.GMR counter filed. Case pending.

10

20 Kattangoor

Pamangundla

94.300

94.400

100 25 to 28.7 Mts

RHS

Land Govt. Land

Assigned land bought by present enjoyer . Enjoyer constructed houses. CALA not accepting ownership of enjoyer, confirming land as Govt. land and not processing payment, Dist Admn has to take over the land and hand it over to us.

100





21 Kattangoor

Pamangundla

95.015

95.020

5 15 Mts

RHS

Religious

structure

Muslim Grave

As per Waqf board resolution (No. 1225 dated 13.12.2011), religious structure of minorities can not be disturbed. Structure is in earthen shoulder portion of 6 lane carriage way. Construction of carriage way without earthen shoulder , along with suitable toe wall can be considered to avoid relocation.

5

22 Kattangoor

Dugnevalli

98.450

98.460

10 20.5 Mts

RHS

Religious

structure

Anjanaiya Swami Temple

The locals prevented us from dismantling the Temple on four attempts, they have not accepted the compensation, approached the A.P.High Court and lost the case. Also went in Appeal which was also dismissed. For relocating, the Mandal Admn is exploring for an alternate site for relocation.(Ref MOM 17-09-2013)

10

23 Kattangoor

Kattangur 100.800

100.830

30 28 Mts

LHS

Land Evacuee

Land

Land defined under EP Land. As per GO 610, structure payment to be made. Payment received by enjoyers for structure but resisting demolition asking payment for land also. Enjoyers approached court W.P. 29083/2013.The enjoyers filed W.P.29083/13 not to interfere with this structure.

30

24 Kattangoor

Kattangur 101.030

101.060

30 13 Mts

LHS

Religious

structure

Masjid

As per Waqf board resolution (No. 1225 dated 13.12.2011), religious structure of minorities can not be disturbed. In another WP (No. 202/2013), High Court granted stay against Masjid demolition.

30

25 Kattangoor

Kattangur 101.200

101.205

5 27.5 Mts

LHS

structures

Bathrooms Missing structures. GK Land. 3A1 proposal sent to NHAI by CALA for initiation of notification (for 3A) in March'12. Notification still to be issued by NHAI.

5

26 Kattangoor

Kattangur 101.180

101.270

90 27.5 Mts

RHS

structures

Buildings 90

27 Katangoor

Aitipamula

104.770

104.780

10 27.5 Mts

RHS Religiou

s structur

e

Id Gah As per Waqf board resolution (No. 1225 dated 13.12.2011), religious structure of minorities can not be disturbed. When attempted by CALA to convince the locals, they revolted against him.

10

28 Kattan

gur Aitipamul

a 105.200

105.270

70 26 Mts

RHS

Kabristan 70

29 Kattan

gur Aitipamul

a 105.480

105.490

10 28 Mts

LHS

Structu

res House

Sy. No. 626 Extent: 303.52 sq. mts. 3A1 proposal sent to NHAI by CALA for initiation of notification (for 3A) in March'12. Notification still to be issued by NHAI.

10

30 Nakre

kal Nakrekal

109.750

109.830

80 28 Mts

RHS

Structu

res

Land

ownership

dispute

As per present enjoyer, private land in his name. As per revenue record, it is Govt. land. RDO to take initiative to dismantle up to ROW

80

31 Kethepally

Korlapahad

119.540

119.560

20 26 Mts

LHS

Religious

structure

Anjaneyaswami

temple

Temple missedout in the original notification. Temple managers reluctant to relocate. To take over it has to be notified for acquisition. Notification due.

20





32 Surya

pet Rayangud

em 129.200

129.205

5 28 Mts

LHS

Religious

structure

Venkateswara swamy

Temple (28m from

PCL)

Compensation released. Regarding relocation of this Temple it was discussed in the review meetings with the Dist Collector-Nalgonda on 29.01.2013, 05.03.2013 & 17.09.2013. CALA has to take possession.

5

33 Surya

pet Pillalamar

ri 131.590

131.600

10 22 Mts

LHS

Religious

structure

Shivalayam Arch

Missed earlier. Estimate for arch to be prepared by R&B Dept (as per MOM of JC dated 29.1.13). Estimated value Rs.3,75,000/-. Ref RC No.3/3488/2010 Dt: 08.10.2010 from Endowment Dept. Awrad has to pass before removal.

10

34 Surya

pet Pillalamar

ri 131.850

131.860

10 24 Mts

RHS

Land &

Structure

Land & Buildings

Legal dispute between present and past enjoyer on ownership issue. (Maragoni Nageswara Rao

VS Nandala Varalaxmi)) Compensation deposited in the court. OP No. 122/2011 In ADJ Suryapet.

10

35 Surya

pet

Suryapet (Santhina

gar)

139.770

139.780

10 27 Mts

RHS

Religious

structure

Veerabramhendra swamy temple

Payment dispute as temple constructed after 3A publication (as per record of revenue department). Local people resisting further acquisition. CALA, RDO has to assist NHAI officials for demolition the structure.

10

36 Surya

pet

Suryapet (Santhina

gar)

139.800

139.820

20 28 to

30 Mts

LHS

Structures 28 to

30 m from PCL

4 lane & SRcomplet

ed. Compensation not paid

for the structures 28 to 30m from PCL.

WP.NO 19609/14 and WP.NO 19613/14 were filled by the ocupants. Court orderd not to disposes without following due process of law.

20

37 Surya

pet

Suryapet (Santhina

gar)

139.800

139.820

Length already Considered

28 Mts

RHS

Religious

structure

Hanuman Mandir

(Removed upto 26 m from PCL)

Temple committee received the compensation. Temple removed up to 28m from PCL. People are objecting the removal from there onwards. The temple committee to be served notices under the control of National Highways (Land & Traffic) Act 2002 by NHAI.

20

38 Surya

pet Durajpalli

141.400

141.470

70 26 Mts

LHS

Navaratna rice

mill (Owner: Meela

satyanarayana)

4 lane completed. Affecting only 60 m

ROW.

Compound Wall Removed but Compensation not released for Chimney. Estimates are under scrutiny of R&B Dept. To be compensated after the estimates are approved.

70

39 Surya

pet Durjapllay

142.600

142.660

60 28 to

30 Mts

LHS

Structure

ESSGE plastic

Enjoyers represented that to the extent of compensation paid structures are dismantled. The part of another structure which is falling in the ROW not compensated as per him. Our best efforts to explain with the estimate copy failed. CALA to address R&B of NH Division to verify the claim . His claim for compensation of Rs.88 Cr under several heads is pending before

Arbitrator cum Joint Collector. The acquiring authority has to take steps to give possession upto 60 mtr ROW by dealing with the property owners.

60





40 Surya

pet Durjapllay

143.100

143.105

5 15 Mts

RHS

Religious

structure

Durga MathaTem

ple

Dist Admn has to take up relocation as locals are not permitting us to dismantle. Since the structures beyond ROW , the structures to be compensated as agreed in the MOM dated 14-09-2010 with The principal Secretary T R&B. In the meeting also held on 21-11-2010 with Dist, Collector that it was orderd to compensate and remove all those temples which are not the then ROW. (i.e 30 meters ROW)

5

41 Surya

pet Durjapllay

143.400

143.420

20 27 Mts

LHS

Religious

structure

Lingamatula Temple

arch

When compensation was paid for the Religious structures in this Revenue Division, this Arch was omitted considering in Shikam land. Due to social pressure, NHAI is suggesting to leave it as not interfering with operations.

20

42 Munagala

Munagala 162.050

162.200

150 24 Mts

LHS

Structure

Electric sub station

Compensation for boundary wall not paid. CALA has written to R&B for estimate.

150

43 Munagala

Munagala 163.290

163.360

70 14 Mts

LHS

WAKF Land & Muslim Grave yard

4 laning completed Affecing for 6 lane +SR

WAKF Land.

Compensation for Wakf

structures and their

removal is due.

As per Wakf resolution No.1225 the Award passed and compensation made ready. CEO-Wakf Board is not inclined to collect the compensation. Locals are not permitting us to dismantle the old Graveyard and its compound wall. CALA promised to resolve the issue.

70 70

44 Munagala

Munagala 164.400

164.480

80 13 Mts

RHS

Missed out bits

Sy No. 423/1, 447,448,449 Missed out in notification. Proposal for direct purchase sent to NHAI, later it was included in the 3A (1) notification proposal of missed out Bits to be notified by NHAI.

80

45 Munagala

Bharakatgudem

166.020

166.040

20 27 Mts

RHS

Religious

structure

Masjid

Compensation paid and when the dismantling was in progress in 2010, District Collector intervened. Thereafter the Wakf Board intervened. The structures is at 27 mtrs from PCL. Drain constructed.

20

46 Munagala

Bharakatgudem

166.350

166.360

10 24 to

28 LHS

Structure

Buildings Private structures in Govt land. Not compensated then now propose to be compensated under G.O.Ms.No.610 Dt: 31.05.2011 for which estimates are being verified by R&B prior to release the compensation by CALA..

10

47 Munagala

166.400

166.410

10 24 to

30 Mts

LHS

Structure

Buildings 10

48 Munagala

Akupamula

168.150

168.400

250 18.5 to 30 mts

RHS

Revenue boundaries to be fixed by Revenue

department

As per revenue survey, no further land to be acquired As per site, land available varies from 19 to 30 Mts. CALA to provide administrative support for fixing boundaries.

250





49 Munagala

Akupamula

168.200

Way Side Aminity LHS

Land Land

This piece of land is spread over Sy. No’s 350, 351, 353, 354 and 371; comprising of abandoned NH 9 road, government land and patta land. CALA is processing the case for alienation. The private land owners are objecting through political forces and are not allowing us to work even in the government land and abandoned NH 9 road. Collector Nalagonda assured on 12/12/2013 to resolve the matter early.

50 Munagala

Akupamula

171.450

171.700

250 18 to

20 mtr

LHS

Items Missed out in

acquisition

Notification of land missed

out. 4 lane completed.

ROW affected.

Missed in initial notification Land shortage already notified to NHAI for land acquisition. All details provided to NHAI to initiate LA process. Acquisition process yet to be commenced.

250

51 Jaggaiahpet

Garikapadu

191.350

191.365

15 24 to

28 Mts

RHS

Structure

Compound wall

The Awarded extent is morethan actual affected in the alignment. Therefore the enjoyers refused to take compensation. Revised estimates prepared. Now the proceedings have to be revised by the CALA.

15

52 Jaggaiahpet

Anumanchipalli

192.450

192.650

200 18 to

25 mts

RHS

structures

4 laning completed. Affecting

for future 6 laning.

Anumanchipally SC

/ST colony cheques

rcd & Distributed

(20 nos distri buted against 54

nos .).

This is SC Colony in assigned land. Compensation released

recently for all the eligible assignees. The CALA has to

vacate in-eligible occupants, so that the total structures can be

removed.

200

53 Jaggaiahpet

Shermohammadpet

a

197.300

197.550

250 13 Mts

LHS

Missed out bits

Earlier Missed 3G completed, Award to be passed by CALA.

250

54 Jaggaiahpet

Jaggayyapeta

199.370

199.400

30 20 Mts

RHS

structure

Compensation yet to be released

by CALA. 30

55 Jaggaiahpet

Chillakallu 202.250

202.300

50 17 Mts

LHS

Land Missed out

bits

Missed out in initial acquisition Acquisition process restarted. 3G (3) yet to be published.

50

56 Jaggaiahpet

Chillakallu 202.300

203.100

800 28 to

30 Mts

LHS

Land & Structur

e

Missed out bits,

school, Police Station

Land available not matching with alignment. Acquisition process restarted. 3G (3) yet to be published.

800

57 Jaggaiahpet

Chillakallu 202.400

202.520

120 23 to

25 mts

RHS

Land

Missed out bits,

school, Police Station

Missed out in initial acquisition Acquisition process restarted. 3G (3) yet to be published.

120 120

58 Jaggaiahpet

Chillakallu 202.520

203.100

580 24 to

30 mts

RHS

Land & Structur

e

Missed out bits, shops & temple

Land available not matching with alignment. Additional land required as per site. Details already forwarded to NHAI for acquisition. Work completed by pursuing with land owners. 3D proposal submitted by CALA to NHAI for publication.3D SO.NO 749 Published on 13-03-2014.3G under process with MRO.

580





59 Jaggaiahpet

Chillakallu 205.295

BHS

Land

Land problem for Toll Plaza-

3

Some plot owners approched A.P.High Court in W.P.No.s15467/2012, 16349/2012, 25663/2012 & 31263/2012 inrespect of Patta lands of Bhimavaram (V). With respect to the Govt. Land in Chillakallu falling in Sy.No. 122, 127 & 261, the alienation process is in progress with the CALA

60 Penuganchip

rolu

Konakanchi

212.380

212.400

20 26 to

28 mts

RHS

Religious

structure

Anjayneya swamy temple.

Anjayneya swamy temple. Payment ready with MRO. Temple authority not willing to shift the temple claiming work already completed. Local Political Pressure not to remove temple.

20

61 Nandigama

Munagacharla

219.200

219.350

150 22 mts

RHS

Land - Archeological

department

4 laning completed.

No

As per Notice board fixed in land, land belongs to archeological dep't. Board indicating it as prohibited land NHAI has been informed and requested for possession of land. NHAI to initiate land acquisition.

150

62 Nandigama

Nandigama

221.330

221.350

20 19 mts

LHS

open well

Well paymnet to be made. Matter is pending

with NHAI

Well valuation not done while structural valuation. Payment of well to be released.

20

63

Junctions

formation

All Divisions:

Structures estimation completed and verified by R&B-NH division. Awaiting for reports in Nalgonda District (from km 40 to 190). Preparation of PV’s in progress for land acquisition in Krishna District (km 190 to 221.5). Vijayawada Division 3D SO.NO 749 Published on 13-03-2014.3G under process with MRO.

0 165 1125 1025 3005

Sr. No. Description

Length Remarks

A 4 lane 0

B

Present Phase

6 laning 165

D Service Road 1125

C

Future Six

Laning 1025

E

ROW &

Drain 3005

NOTE:-

1. TP-1 & TP-3 has also some balance work due to land problem

2. 2 no,s Wayside Amenity balance due to land not available

3. 59 no,s Junctions developed in available land due to land problem





3.1) WORK PROGRESS a) STATUS OF HIGHWAY WORK PROGRESS

S.No Description Side Total Km Completed Progress Balance Completed In Progress Balance Remarks

1 Cle & Grub LHS 181.635 181.635 - 0.000 100.00% 0.00% 0.00%

RHS 181.635 181.635 - 0.000 100.00% 0.00% 0.00%

2 Emb LHS 181.635 181.635 - 0.000 100.00% 0.00% 0.00%

RHS 181.635 181.635 - 0.000 100.00% 0.00% 0.00%

3 Subgrade LHS 181.635 181.555 - 0.080 99.96% 0.00% 0.04% RUB portion

RHS 181.635 181.635 - 0.000 100.00% 0.00% 0.00%

4 GSB LHS 181.635 181.555 - 0.080 99.96% 0.00% 0.04% RUB portion

RHS 181.635 181.635 - 0.000 100.00% 0.00% 0.00%

5 WMM I LHS 181.635 181.555 - 0.080 99.96% 0.00% 0.04% RUB portion

RHS 181.635 181.635 - 0.000 100.00% 0.00% 0.00%

6 WMM II LHS 181.635 181.555 - 0.080 99.96% 0.00% 0.04% RUB portion

RHS 181.635 181.635 - 0.000 100.00% 0.00% 0.00%

7 DBM I LHS 181.635 181.555 - 0.080 99.96% 0.00% 0.04% RUB portion

RHS 181.635 181.635 - 0.000 100.00% 0.00% 0.00%

8 DBM II LHS 181.635 181.555 - 0.080 99.96% 0.00% 0.04% RUB portion

RHS 181.635 181.635 - 0.000 100.00% 0.00% 0.00%

9 BC LHS 181.635 181.555 - 0.080 99.96% 0.00% 0.04% RUB portion

RHS 181.635 181.635 - 0.000 100.00% 0.00% 0.00%

10 Kerb LHS 181.635 181.555 - 0.080 99.96% 0.00% 0.04% RUB portion

RHS 181.635 181.635 - 0.000 100.00% 0.00% 0.00%

B) PROGRESS BAR CHART OF HIGHWAY WORKS

LHS RHS LHS RHS LHS RHS LHS RHS LHS RHS LHS RHS LHS RHS LHS RHS LHS RHS LHS RHS

CLE & GRUB EMB SUBGRADE GSB WMM I WMM II DBM I DBM II BC KERB

10

0.0

0%

10

0.0

0%

10

0.0

0%

10

0.0

0%

99

.96

%

10

0.0

0%

99

.96

%

10

0.0

0%

99

.96

%

10

0.0

0%

99

.96

%

10

0.0

0%

99

.96

%

10

0.0

0%

99

.96

%

10

0.0

0%

99

.96

%

10

0.0

0%

99

.96

%

10

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

4%

0.0

0%

0.0

4%

0.0

0%

0.0

4%

0.0

0%

0.0

4%

0.0

0%

0.0

4%

0.0

0%

0.0

4%

0.0

0%

0.0

4%

0.0

0%

0.0

4%

0.0

0%

Completed In Progress Balance





C ) STATUS OF STRUCTURE/BRIDGE/CROSS DRAINAGE WORK PROGRESS

S.No Description Side Total Str Completed Progress Balance Completed In Progress Balance Remarks

1 PIPE

CULVERT

LHS 223 223 0 0 100.00% 0.00% 0.00%

RHS 218 218 0 0 100.00% 0.00% 0.00%

2 BOX

CULVERT

LHS 132 132 0 0 100.00% 0.00% 0.00%

RHS 129 129 0 0 100.00% 0.00% 0.00%

3 MIN BRIDGE LHS 38 38 0 0 100.00% 0.00% 0.00%

RHS 25 25 0 0 100.00% 0.00% 0.00%

4 MAJ BRIDGE LHS 1 1 0 0 100.00% 0.00% 0.00%

RHS 3 3 0 0 100.00% 0.00% 0.00%

5 CUP LHS 10 10 0 0 100.00% 0.00% 0.00%

RHS 10 10 0 0 100.00% 0.00% 0.00%

6 PUP LHS 20 20 0 0 100.00% 0.00% 0.00%

RHS 20 20 0 0 100.00% 0.00% 0.00%

7 VUP LHS 15 15 0 0 100.00% 0.00% 0.00%

RHS 15 15 0 0 100.00% 0.00% 0.00%

8 RUB LHS 1 1 0 0 100.00% 0.00% 0.00%

RHS 1 1 0 0 100.00% 0.00% 0.00%

D) PROGRESS BAR CHART OF STRUCTURES/ CROSS DRAINAGE WORKS

10

0.0

0%

10

0.0

0%

10

0.0

0%

10

0.0

0%

10

0.0

0%

10

0.0

0%

10

0.0

0%

10

0.0

0%

10

0.0

0%

10

0.0

0%

10

0.0

0%

10

0.0

0%

10

0.0

0%

10

0.0

0%

10

0.0

0%

10

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.0

0%

0.00%

20.00%

40.00%

60.00%

80.00%

100.00%

120.00%

LHS RHS LHS RHS LHS RHS LHS RHS LHS RHS LHS RHS LHS RHS LHS RHS

PIPECULVERT

BOXCULVERT

MINBRIDGE

MAJBRIDGE

CUP PUP VUP RUB

Completed

In Progress





E) STATUS OF MOBILIZATION OF PLANT AND MACHINERY

Plant & Machinery Mobilization status

S.No Equipment

Available at camp

Total available

Km 73 Camp Km 159 Camp

1 Dozer 0 0 0

2 Excavator 1 1 2

3 Motor Grader 1 1 2

4 Soil Compactor 2 1 3

5 Dumper 3 1 4

6 WMM Paver 1 2 3

7 Asphalt Paver 1 2 3

8 PTR 1 2 3

9 Tandem Roller 1 2 3

10 Kerb Machine 1 1 2

11 Concrete Pump 1 2 3

12 Hydraulic Crane 0 2 2

13 Water Tanker 3 3 6

14 Transit Mixer 1 1 2

15 Hydra Crane 1 1 2

16 JCB 1 1 2

17 Bitumen Distributor 1 1 2

18 loader 1 1 2

19 Stone Crushers 200TPH 0 0 0

20 Concrete Batching Plants 0 1 1

21 Wet Mix Plant 0 1 1

22 Hot Mix Plant 0 1 1

23 Boom placer 0 0 0

24 Road Marking Machine 1 0 1





F)PLANNED VS ACHIEVED TARGET OF ROAD WORK UP TO DBM 2ND LAYER AND BC

Month

DBM Top Layer Status

EPC 1 EPC 2 GHVEPL Total

BIPL Section PLL Section

Cumulative Planned

Cumulative Achieved

Cumulative Planned

Cumulative Achieved

Cumulative Planned

Cum Achieved by both EPC

Sep-11 65.00 79.04 115.00 113.89 180.00 192.92

Oct-11 70.00 88.42 124.00 126.06 194.00 214.48

Nov-11 77.00 99.65 137.00 142.38 214.00 242.03

Dec-11 84.00 106.02 150.00 153.15 234.00 259.17

Jan-12 91.00 108.17 163.00 161.88 254.00 270.05

Feb-12 98.00 112.69 176.00 169.63 274.00 282.32

Mar-12 107.00 116.39 193.00 187.59 300.00 303.97

Apr-12 117.00 118.47 209.00 196.02 326.00 314.49

May-12 126.00 120.78 226.00 206.32 352.00 327.10

Jun-12 130.59 127.24 232.60 220.15 363.19 347.38

Jul-12 130.59 128.61 232.60 223.92 363.19 352.53

Aug-12 130.59 128.76 232.60 225.99 363.19 354.75

Sep-12 130.59 129.00 232.60 226.30 363.19 355.30

Oct-12 130.59 129.00 232.60 229.06 363.19 358.06

Nov-12 130.59 130.59 232.60 229.98 363.19 360.57

Dec-12 130.59 130.59 232.60 229.98 363.19 360.57

Jan-13 130.59 130.59 232.60 231.22 363.19 361.81

Feb-13 130.59 130.59 232.60 232.60 363.19 363.19

Mar-13 130.59 130.59 232.60 232.60 363.19 363.19

Apr-13 130.59 130.59 232.60 232.60 363.19 363.19

May-13 130.59 130.59 232.60 232.60 363.19 363.19

Jun-13 130.59 130.59 232.60 232.60 363.19 363.19

Jul-13 130.59 130.59 232.60 232.60 363.19 363.19

Aug-13 130.59 130.59 232.60 232.60 363.19 363.19

Sep-13 130.59 130.59 232.60 232.60 363.19 363.19

Oct-13 130.59 130.59 232.60 232.60 363.19 363.19

Nov-13 130.59 130.59 232.60 232.60 363.19 363.19

Dec-13 130.59 130.59 232.60 232.60 363.19 363.19

Jan-14 130.59 130.59 232.60 232.60 363.19 363.19

Feb-14 130.59 130.59 232.60 232.60 363.19 363.19

Mar-14 130.59 130.59 232.60 232.60 363.19 363.19

April-14 130.59 130.59 232.60 232.60 363.19 363.19

May-14 130.59 130.59 232.60 232.60 363.19 363.19

June-14 130.59 130.59 232.60 232.60 363.19 363.19

July-14 130.59 130.59 232.60 232.60 363.19 363.19





Month

BC Top Layer

EPC 1 EPC 2

BIPL Section(2-Lane) PLL Section(2-Lane) GHVEPL

Total Cum Achieved

by both EPC

Cumulative Planned

Cumulative Achieved

Cumulative Planned

Cumulative Achieved

Cumulative Planned

Sep-11

Oct-11 1.50 2.61 2.50 3.71 4.00 6.32

Nov-11 16.00 16.51 28.00 30.30 44.00 46.80

Dec-11 30.00 28.81 54.00 63.26 84.00 92.07

Jan-12 46.00 39.02 83.00 91.00 129.00 130.01

Feb-12 62.00 49.78 112.00 103.53 174.00 153.31

Mar-12 78.00 68.93 141.00 142.94 219.00 211.87

Apr-12 95.00 82.07 169.00 163.84 264.00 245.91

May-12 112.00 111.05 200.00 183.83 312.00 294.88

Jun-12 130.59 121.26 232.60 199.40 363.19 320.66

Jul-12 130.59 128.30 232.60 221.30 363.19 349.60

Aug-12 130.59 128.35 232.60 224.23 363.19 352.58

Sep-12 130.59 128.66 232.60 224.54 363.19 353.19

Oct-12 130.59 128.95 232.60 224.54 363.19 353.49

Nov-12 130.59 130.59 232.60 228.60 363.19 359.19

Dec-12 130.59 130.59 232.60 228.60 363.19 359.19

Jan-13 130.59 130.59 232.60 228.60 363.19 359.19

Feb-13 130.59 130.59 232.60 232.60 363.19 363.19

Mar-13 130.59 130.59 232.60 232.60 363.19 363.19

Apr-13 130.59 130.59 232.60 232.60 363.19 363.19

May-13 130.59 130.59 232.60 232.60 363.19 363.19

Jun-13 130.59 130.59 232.60 232.60 363.19 363.19

Jul-13 130.59 130.59 232.60 232.60 363.19 363.19

Aug-13 130.59 130.59 232.60 232.60 363.19 363.19

Sep-13 130.59 130.59 232.60 232.60 363.19 363.19

Oct-13 130.59 130.59 232.60 232.60 363.19 363.19

Nov-13 130.59 130.59 232.60 232.60 363.19 363.19

Dec-13 130.59 130.59 232.60 232.60 363.19 363.19

Jan-14 130.59 130.59 232.60 232.60 363.19 363.19

Feb-14 130.59 130.59 232.60 232.60 363.19 363.19 Feb-14 130.59 130.59 232.60 232.60 363.19 363.19

Mar-14 130.59 130.59 232.60 232.60 363.19 363.19

April-14 130.59 130.59 232.60 232.60 363.19 363.19

May-14 130.59 130.59 232.60 232.60 363.19 363.19

June-14 130.59 130.59 232.60 232.60 363.19 363.19

July-14 130.59 130.59 232.60 232.60 363.19 363.19





4.1) Material/ Laboratory Report

(Enclosed as Annexure A)

4.2) STATUS OF APPROVAL OF BORROW AREAS /Mix Designs

GIL Section

Sl. No

B.A. No

Survey No Chainage Side Lead

in Km

No of Grids Pits

Area Proposed

Sqm

Approved Quantity in Cum

DOS /DOT

AVG. MDD (g/cc)

AVG. OMC

(%)

Material Suitability

1 14 420 70+000 LS 1.000 14 6250 9375 20.02.10 26.02.10

2.028 8.43 SG

2 14,EX 1 420 70+000 LS 1.000 10 7500 11250 21.06.10 23.06.10

2.04 8.35 emb

3 BA 14 control

tests 420 70+000 LS 1.000 14 - 21000

Upto 30.06.2011

2.105 8.4 emb

4 31 73/E,

74/E, 75/E 43+600 LS 3.50 10 6250 9375

13.02.10 28.03.10

2.071 6.39 SG

5 BA 31 control

tests 73/E,

74/E, 75/E 43+600 LS 3.50 3 4500

Upto 30.06.2011

2.04 9 emb

6 29 80,82&84 54+400 LS 1.50 10 6250 9375 01.03.10 18.04.10

2.049 8.66 SG

7 29 ,EX

1 80,82&84 54+400 LS 1.50 30 18750 28125

24.04.10 30.04.10

2.041 8.1 emb

8 BA 29 control

tests 80,82&84 54+400 LS 1.50 32 - 48000

Upto 30.06.2011

2.095 8.6 Emb/sub

9 32 7,74 &75 48+500 RS 1.50 10 6250 9375 30.03.10 12.04.10

2.09 7.76 SG

10 32,EX 1 7,74 &75 48+500 RS 1.50 40 25000 37500 20.04.10 25.04.10

2.082 8.05 emb

11 32,EX 2 7,74 &75 48+500 RS 1.50 20 12600 18900 17.06.10 22.06.10

emb

12 33 58 47+000 LS 1.5 10 6250 9375 30.03.10 10.04.10

2.087 7.95 SG

13 36 357 82+000 RS 1.0 10 6375 9563 26.04.10 04.05.10

2.058 8.98 SG

14 36,EX 1 357 82+000 RS 1.0 10 6525 9787 18.06.10 20.06.10

2.055 7.8 emb

15 38 162,204 74+000 LS 1.0 10 6225 9338 29.04.10 07.05.10

1.995 8.29 emb

16 1 97+200 RS 2.5 10 6375 9563 31.01.10 20.02.10

1.988 8.44 SG

17 3 100+275 RS 2.75 10 6300 9450 01.02.10 10.02.10

2.059 8.65 SG

18 8 74+000 LS 0.8 10 6225 9338 3.02.10

12.03.10 2.036 8.01 SG

19 BA 8

Control tests

74+000 LS 0.8 28 - 42000 Upto

30.06.2011 2.1 8 emb

20 24 75 91+700 LS 2.500 10 6375 9563 25.02.10 07.04.10

2.101 8 SG

21 24,EX 1 75 91+700 LS 2.500 30 18750 28125 24.04.10 28.04.10

2.086 8.1 emb

22 24,EX 2 75 91+700 LS 2.500 30 18750 28125 25.07.10 30.07.10

2.085 8.05 emb

23 BA 24 control

tests 75 91+700 LS 2.500 44 - 66000

Upto 30.06.2011

2.118 8.2 Sub

24 34 85+800 RS 3.600 10 6375 9563 31.03.10 30.04.10

2.057 8.42 SG

25 37 76+260 RS 1.750 10 6375 9563 28.04.10 10.05.10

2.04 8.18 SG

26 39 66,02 95+500 LS 2.000 10 6375 9563 02.05.10 2.059 8.34 SG





22.05.10

27 40 422,418,719 41+200 RS 1.500 10 6375 9563 04.05.10 04.06.10

2.063 8.24 SG

28 42 719 50+000 RS 1.000 10 6375 9563 07.06.10 08.06.10

2.07 8.04 SG

29 10 420 69+640 LS 0.200 10 6225 9338 17.02.10 18.02.10

2.075 8.3 SG

30 BA 10 control

tests 420 69+640 LS 0.200 42 63000

Upto 31.07.2011

2.15 8 emb

31 44 744 85+250 LS 2.000 10 6225 9338 10.06.10 15.06.10

2.076 8.3 SG

32 44,EX 1 744 85+250 LS 2.000 35 18750 34125 22.06.10 25.06.10

2.067 8 emb

33 BA 44

Control tests

744 85+250 LS 2.000 52 - 78000 Upto

30.06.2011 2.13 8.1 emb

34 46 119 103+500 RS 0.300 20 12500 18750 09.07.10 17.07.10

2.1 7.9 SG

35 BA 46

Control tests

119 103+500 RS 0.300 14 21000 Upto

30.06.2011 2.12 8.3 emb

36 48 343 87+780 RS 1 20 12500 18750 15.07.10 25.07.10

2.1 7.4 SG

37 49 362 64+500 RS 0.5 20 12000 18000 26.07.10 10.08.10

2.02 8.4 SG

38 BA 49

Control tests

362 64+500 RS 0.5 45 - 67500 Upto

30.06.2011 2.125 7.2 emb

39 50 97+390 RS 1.5 20 13000 19500 13.08.10 18.08.10

2.07 8.05 SG

40 51 100+930 LS 3.5 20 12500 18750 17.08.10 22.08.10

2.075 8.1 SG

41 52 100+930 LS 3.9 20 16000 24000 17.08.10 23.08.10

2.082 7.9 SG

42 53 69+600 RS 0.85 20 12600 18900 18.08.10 25.08.10

2.07 8.17 SG

43 62 271 85+750 RS 1.5 5 8075 12113 28.12.10 30.12.10

2.106 7.1 SG

44 60 294,298 74+600 RS 0.5 4 8500 12750 08.12.10 10.12.10

2.056 9.2 EMBK

45 61 165 57+700 LS 1 12 9000 22500 14.12.10 20.12.10

2.077 8.1 SG

46 BA 61

Control tests

165 57+700 LS 1 19 - 28500 Upto

31.08.2011 2.07 8 SG

47 65 599,600 77+360 LS 1.5 5 9000 13500 07.01.11 12.01.11

2.108 7.74 SG

48 BA 65

Control tests

599,600 77+360 LS 1.5 33 - 49500 Upto

30.06.2011 2.1 7.5 SG

49 66 101+000 LS 5 33 9000 49500 Upto

30.06.2011 2.106 7.8 SG

50 64 78+990 LS 2 49 9000 73500 Upto

31.5.2012 2.066 8.3 SG

51 57 51+500 LS 3 23 9000 34500 Upto

30.06.2011 2.102 8.2 SG

52 67 100+640 RS 2.5 47 9000 70500 Upto

30.06.2011 2.051 9 SG

53 69 49+630 LS 3.5 6 9000 9000 Upto

30.06.2011 2.09 8.4 SG

54 71 744 85+780 RS 4 5 24220 36330 Upto

30.09.2011 2.108 7.9 SG

72 78+100 LS 4 12 7500 18000 Upto

30.09.2011 2.11 7.4 SG

55 73 97+360 RS 2.5 39 75000 58500 Upto

30.11.2011 2.095 8.6 SG

56 74 65+050 LS 3 66 7500 99000 Upto 2.07 8 SG





31.3.2012

57 90+000 crusher

dust 90+000 LHS 1.5 11 10000 16500

Upto 31.3.2012

2.09 8 emb

58 75 100+640 RHS 3 4 15000 6000 Upto

30.11.2011 2.09 8 emb

59 76 86+700 RHS 4.5 31 50000 46500 Upto

31.3.2012 2.16 6.8 emb

60 77 50+560 LHS 1.5 20 15000 30000 Upto

30.11.2011 2.135 7.3 emb

61 78 74+600 RHS 1 45 40000 67500 Upto

31.8.2012 2.06 7.8 emb

62 79 78+900 LHS 3 3 7500 4500 Upto

31.8.2012 2.08 7.7 SG

63 80 54+650 LHS 2 36 7500 54000 Upto

31.8.2012 2.08 8 SG

64 81 47060 LHS 1.2 23 9000 34500 Upto

31.8.2012 2.08 8 SG

65 82 100+640 RHS 2.5 26 15000 39000 Upto

30.11.2012 2.08 8.4 SG

66 83 95+900 RHS 2 24 10000 36000 Upto

31.8.2012 2.12 8.8 SG

67 84 102+000 LHS 2 8 9000 12000 Upto

31.8.2012 2.1 6.8 SG

68 85 101+960 LHS 2 8 10500 12000 Upto

31.8.2012 2.12 6.8 Emb

69 Cutting

Soil 82 123000

Upto 30.11.2012

2.1 8.5 Emb

70 86 85+700 RHS 2.5 3 4500 Upto

31.8.2012 2.07 8.4 EMB/SG

71 87 86+700 RHS 2 25 37500 Upto

31.8.2012 2.14 7.8 R/W

72 88 80+270 RHS 2.1 6 9000 Upto

31.8.2012 2.07 8.33 EMB/SG

73 89 88500 lhs 2.5 111 200000 166500 Upto

31.8.2012 2.1 7.5 EMB/SG

74 90 50400 lhs 3 8 40000 12000 Upto

31.8.2012 2.08 8.3 EMB/SG

75 91 49150 RHS 2 18 55000

27000 Upto

31.8.2012 2.085 8 EMB/SG

76 92 101950 RHS 1 7 55000

10500 Upto

30.11.2012 2.11 7.4 EMB/SG

77 93 97360 RHS 1.5 14 60000 21000 EMB

Total quantity approved 2270961

Sl. No.

Date of casting

Trial Mix No.

Grade of

Concrete

Source Ceme

nt Brand

Cement

Content

(Kg)

ADMIXTURE Water Ceme

nt Ratio

%

Slump at 90

min (mm)

CA 20mm

(Kg/Cum)

CA 10mm

(Kg/Cum)

FA (Kg/Cu

m)

CA : FA

RATIO %

Brand Name

%

1 20.05.10 TM

No:3 M-15

74+000 GMRCrus

her

Ramco -

OPC 43

grade

280 BASF

(Rehobuild 920

h)

0.8 0.50 60 634 632 760 62:38

2 31.05.10 TM

NO:4 M-20 320 0.8 0.45 80 620 618 743 62:38

3 04.06.10 TM

NO:1 M-30 380 Fosroc

(SP 430 AA)

0.8 0.39 100 601 599 720 62:38

4 04.06.10 TM

No:2 M-35 400 0.8 0.38 105 592 590 710 62:38

5 28.07.10 TM

No:02 M-15

44+000 GMRCrus

her

290

Fosroc SP 430

AA

1 0.50 45 722 482 745 62:38

6 28.07.10 TM

No:02 M-20 320 0.8 0.50 60 699 467 722 62:38

7 06.08.10 TM

No:02 M-30 380 0.8 0.40 85 651 496 710 62:38

8 03.08.10 TM

No:02 M-35 400

0.85

0.40 100 678 450 696 62:38





9 07.09.10 TM

NO:1 Kerb M20

320 0.2 0.50 25 454 674 761 60:40

10 30.09.10 TM

NO:1 M40 430

0.75

0.40 110 661 437 681 62:38

11 12.11.10 TM

NO:2 M-15 290 1 0.50 45 722 482

Coasre:fine

522:222 62:38

12 23.10.10 TM

NO:2 M-20 320 0.8 0.50 65 703 464

Coasre:fine

505:215 62:38

13 01.11.10 TM

NO:2 Kerb M20

320 0.2 0.50 20 379 711 Coasre:fi

ne 558:238

58:42

14 12.11.10 TM

NO:2 M-30 380 0.8 0.40 100 651 496

Coasre:fine

497:211 62:38

15 22.10.10 TM

NO:2 M-35 400

0.85

0.40 100 678 447 Coasre:fi

ne 487:207

62:38

16 12.11.10 TM

NO:2 M40 430

0.75

0.40 110 658 433 Coasre:fi

ne 473:201

62:38

17 06.07.10 TM

No:03 M-15

90+000 Crusher

280

Fosroc SP 430

AA

0.9 0.50 55 839 446 734 63:37

18 06.07.10 TM

No:03 M-20 320 0.8 0.45 85 820 436 718 63:37

19 09.07.10 TM

No:03 M-25 350 0.8 0.45 100 737 480 696 63:37

20 08.08.10 TM

No:03 M-30 380

0.75

0.40 120 733 477 692 63:37

21 06.08.10 TM

No:03 M-35 400 0.7 0.40 140 699 468 697 62:38

22 13.09.10 TM

No:01 M-45 470

0.65

0.36 110 686 447 648 63:37

23 18.09.10 TM

No:02 M-45 460 0.8 0.36 100 695 454 659 63:37

24 25.11.10 TM

No:01 Kerb M20

320 0.3 0.45 30 423 708 784 60:40

25 27.01.11 TM

No:25 M-15

44+000 RHS

MAHA

290 1 0.50 25 742 492 Coasre:fi

ne 526:225

62:38

26 27.01.11 TM

No:26 KERB M20

320 0.2 0.5 20 449 670 Coasre:fi

ne 563:241

62:38

27 27.01.11 TM

No:27 M-20 320 0.8 0.45 45 733 488

Coasre:fine

520:222 62:38

28 28.01.11 TM

No:28 M-15

90+000 LHS

MAHA

280 0.9 0.50 25 776 514 740 63:37

29 28.01.11 TM

No:29 KERB M20

320 0.2 0.45 20 483 719 784 60:40

30 28.01.11 TM

No:30 M-20 320 0.8 0.45 50 759 502 724 63:37

31 30.01.11 TM

No:32 M-15

44+000 RHS

RAASI

290 1 0.50 25 742 492 Coasre:fi

ne 526:225

62:38

32 01.02.11 TM

No:35 KERB M20

320 0.2 0.5 20 449 670 Coasre:fi

ne 563:241

62:38

33 01.02.11 TM

No:36 M-20 320 0.8 0.45 45 733 488

Coasre:fine

520:222 62:38

34 30.01.11 TM

No:34 M-15

90+000 LHS

RASI

280 0.9 0.50 25 776 514 740 63:37

35 29.01.11 TM

No:31 KERB M20

320 0.2 0.45 20 483 719 784 60:40

36 30.01.11 TM

No:33 M-20 320 0.8 0.45 50 759 502 724 63:37





37 11.03.11 TM

No:44 M-35

44+000 RHS

MAHA

400 0.85

0.41 105 685 453 Coasre:fi

ne 484:206

62:38

38 12.03.11 TM

No:45 M-30 380

0.75

0.42 100 696 461 Coasre:fi

ne 492:209

62:38

39 17.03.11 TM

No:47 M-25 350 0.8 0.45 100 719 476

Coasre:fine

487:207 63:37

40 18.03.11 TM

No:48 M-40 430

0.75

0.40 100 668 442 Coasre:fi

ne 473:201

62:38

41 25.02.11 TM

No:37 M-30

90+000 LHS

MAHA

380 0.9 0.42 100 721 476 684 63:37

42 28.02.11 TM

No:40 M-35 400 0.8 0.40 110 714 472 678 63:37

43 09.03.11 TM

No:42 M-45 460

0.75

0.40 110 671 443 637 63:37

44 10.03.11 TM

No:43 M-25 350 0.8 0.45 100 733 484 696 63:37

45 26.02.11 TM

No:38 M-35

90+000 LHS

RAASI

400 0.8 0.40 105 714 472 678 63:37

46 27.02.11 TM

No:39 M-30 380 0.9 0.42 100 721 476 684 63:37

47 13.03.11 TM

No:46 M-25 350 0.8 0.45 100 733 484 696 63:37

48 21.03.11 TM

No:49 M-30

44+000 RHS

RAASI

380 0.8 0.42 105 696 461 Coasre:fi

ne 492:209

62:38

49 22.03.11 TM

No:50 M-35 400

0.85

0.41 110 685 453 Coasre:fi

ne 484:206

62:38

50 27.03.11 TM

No:51 M-25 350 0.8 0.45 100 719 476

Coasre:fine

487:207 63:37

51 19.07.11 TM

No:68 M-45

90+000 LHS Ramc

o - OPC

43 grade

460 BASF

(Rehobuild 920

h)

0.8 0.36 120 749 400 659 63.37

52 19.07.11 TM

No:69 M-35

90+000 LHS

400 0.9 0.42 105 768 410 675 63.37

53 24.07.11 TM

No:73 M-30

90+000 LHS

380 1 0.42 105 784 419 689 63.37

54 20.07.11 TM

No:70 M-35

44+000 LHS

MAHA

400

BASF (Rehobuild 920

h)

0.85

0.41 120 685 453 Coasre:fi

ne 484:206

62.38

55 25.07.11 TM

No:74 M-30

44+000 LHS

380 0.9 0.41 120 757 406 Coasre:fi

ne 496:212

62.38

56 27.07.11 TM

No:76 M-40

44+000 LHS

430 1 0.39 105 743 398 Coasre:fi

ne 466:199

63.37

57 29.07.11 TM

No:78 M-40

44+000 LHS

430 0.7 0.37 55 570 568 Coasre:fi

ne 485:207

62.38

58 10.10.11 TM -1 DLC 44+000

LHS Maha 155 Nil

0 - - 607.4 651 911.4

58:42

59 08.11.11 TM-85 M-45 90+000

Maha 460

BASF (Rehobuild 920

h)

0.9 0.36 125 748.9 400

Coasre:fine

492:209 63:37

60 21.11.11 TM-86 M40 90+000

Maha 430 0.7 0.36 25 582 577

Coasre:fine

492:209 62:38

61 24.10.20

11 PQC-3 M40

44+000 LHS

maha 390 1 0.38 30 750 401

Coasre:fine =547 :

181 61:39

62 08.11.11 PQC-4 M40

44+000 LHS

Ramco 390 0.7 0.37 25 742 397

Coasre:fine 565 :

182 60:40





63 2.2.12 TM 91 M25

90+000

Maha 340

BASF (Rehobuild 920

h)

0.9 0.45 65 731.5 484

727.7 62:38

64 4.2.12 TM 92 M25 90+000

Ramco 340 0.9 0.45 70 731.5 484

727.7 62:38

Section -1(PNJ)

Sl. No

B.A No Survey No

Ch

ain

ag

e

Side

Lea

d in

Km

No of Grids Pits

Area Proposed

Sqm

Prop /App. Qty.

in Cum

DOS DOT

MDD/ OMC

Ma

terial

Su

itab

ility

1 C1-1 557/A1 106+400 LS 2.70 10 30000 9375 29.03.10 30.03.10

2.12/7.61 Emb

2 C1-2 288/E, 289,290/E 142+800 RS 1.00 11 21000 10312 31.03.10 01.04.10

2.013/8.8 Emb

3 C1-3 52,56 126+800 LS 3.40 12 48000 11250 03.04.10 07.04.10

1.97/8.4 Emb

4 C1-4 506,509&510 106+400 LS 3.40 12 15680 11250 08.04.10 09.04.10

2.051/9.1 Emb

5 C1-1(A) 557/A1 106+400 LS 2.70 10 45000 9375 29.04.10 30.04.10

2.090/7.7 Emb

6 C1-5 435 106+400 LS 3.20 11 82500 10312 13.05.10 17.05.10

2.052/8.4 Emb

7 C1-5(a) 435 106+400 LHS 3.20 26 16250 24375.0 01.06.10 03.06.10

2.053/8.33 EMB

8 C1-6 232 116+100 RS 1.50 10 40500 9375 19.05.10 20.05.10

2.102/8.2 Emb

9 C1-2(a) 288/E,289, 290/E 142+800 RS 1.00 21 21000 19687.5 19.05.10 20.05.10

2.05/7.05 Emb

10 C1-2(b) 288/E,289, 290/E 142+800 RS 1.00 17 21000 31500 21.05.10 02.06.10

2.063/8.50 SG

11 C1-8 574 126+950 LS 5.00 10 11760 9375 05.06.10 06.06.10

2.013/8.3 EMB

12 C1-9 160 126+950 LS 5.10 8 7840 11760 14.06.10 16.06.10

1.996/7.7 Emb

13 C1-10 436/1, 439/2

123+580 LS 1.00 10 7500 9375 16.06.10 17.06.10

2.321/7.4 Emb

14 C1-11 574 126+800 LS 5.00 10 5000 7500 16.06.10 19.06.10

2.035/8.00 Emb

15 C1-2(c ) 288/E, 289, 290/E 142+800 RS 1.00 30 210000 28125 18.06.10 28.06.10

2.051/7.7 SG

16 C1-5(b) 435 106+400 LS 3.20 20 12500 18750 26.06.10 27.06.10

2.024/7.4 EMB

17 C1-12 135 125+000 LS 2.50 8 5000 7500 30.06.1030.06.10 2.018/7.8 Emb

18 C1-5( c) 435 106+400 LS 3.20 20 12500 18750 29.06.10 08.07.10

2.089/7.75 SG





19 C1-13 109&111 125+000 RS 3.50 8 5000 7500 29.06.10 08.07.10

2.023/7.83 Emb &

SUB

20 C1-2(d) 288/E, 289,290/E 142+800 RS 1.00 30 21000 28125 03.07.10 16.07.10

2.103/7.7

Emb & SUB

21 C1-14 657 122+000 RS 3.00 13 38808 12188 21.07.10 26.07.10

2.064/8.13 Emb

22 C1-15 463 114+300 RHS 0.50 15 9375 14063 23.07.10 29.07.10

2.095/8.4 Emb

23 C1-16 188 118+200 RHS 0.50 8 5000 7500 03.08.10 03.08.10

2.091/8.2 SUB

24 C1-17 1029& 1030 134+000 LHS 3.00 10 6250 9375 09.08.10 21.08.10

2.136/7.9 EMB

25 C1-15(a) 463 114+300 RHS 0.50 25 15625 23437.5 12.08.10 18.08.10

2.141/7.3 EMB

26 C1-18 476 112+600 RHS 1.60 20 12500 18750 20.08.10 24.08.10

2.009/8.00 SUB

27 C1-19 102,103 131+610 LHS 3.60 10 6250 9375 19.08.10 23.08.10

2.085/8.36 EMB

28 C1-20 599/A1 106+400 LHS 1.80 15 9375 14062.5 31.08.10 11.09.10

2.126/7.81 SUB

29 C1-2(e) (288,289,290) / E 142+800 RHS 1.00 30 18750 28125 31.08.10 15.09.10

2.117/8.32 SUB

30 C1-15(b) 463 114+300 RHS 0.50 33 20625 30937.5 04.09.10 16.09.10

2.189/7.44 EMB

31 C1-6(a) 232 116+100 RHS 1.50 15 9375 14062.5 09.09.10 27.09.10

2.157/7.75 SUB

32 C1-21 108&109 109+400 RHS 0.80 10 6250 9375 20.09.10 02.10.10

2.133/7.77 SUB

33 C1-22 667 122+000 RHS 3.00 30 18750 28125 14.09.10 21.09.10

2.12/7.98 EMB

34 C-23 126 136+380 RHS 3.00 6 3750 5625.0 28.09.1030.09.10 2.12/7.99 EMB

35 C1-15(

c) 463 114+300 RHS 0.50 15 9375 14063

08.10.10 15.10.10

2.18/7.37 SUB

36 C1-

15(d) 463 114+300 RHS 0.50 30 18750 28125

26.10.10 06.11.10

2.12/7.23 SUB

37 C1-24 44,46,48,55,65,66&72 127+900 RHS 0.90 4 2500 3750 29.10.10 31.10.10

2.11/7.98 EMB

38 C1-25 804 to 807 131+000 LHS 3.00 15 9375 14063 29.10.10 13.10.10

2.107/8.18 SUB

39 C1-26 810,811 129+500 LHS 1.00 24 15000 22500.0 13.11.10 21.11.16

2.12/7.104 SUB

40 C1-6(b) 232 116+100 RHS 1.50 30 18750 28125 15.11.10 22.11.10

2.10/7.20 SUB

41 C1-27 278,279 117+300 RHS 1.00 15 9375 14063 24.11.10 28.11.10

2.16/8.01 SUB





42 C1-6(c) 232 116+100 RHS 1.50 15 9375 14063 29.11.10 09.12.10

2.13/7.8 SUB

43 C1-28 70 112+600 RHS 1.60 15 9375 14063 29.11.10 09.12.10

2.13/7.9 SUB

44 C1-29 75,76,78 125+500 RHS 2.00 21 13125 19687.5 05.12.10 15.12.10

2.124/8.11 SUB

45 C1-30 657 122+000 RHS 3.00 20 12500 18750.0 10.12.10 20.12.10

2.074/8.48 SUB

46 C1-31 78,79 125+500 RHS 2.00 8 5000 7500.0 30.12.10 05.01.11

2.099/8.25 SUB

47 C1-30(a) 657 122+000 RHS 3.00 20 12500 18750.0 04.01.11 14.01.11

2.073/8.41 SUB

48 C1-15(e) 463 114+300 RHS 0.50 15 9375 14062.5 05.01.11 22.01.11

2.156/8.01 SUB

49 C1-28(a) 70 112+600 RHS 1.60 30 18750 28125.0 08.01.11 14.01.11

2.100/8.25 EMB

50 C1-32 578 112+280 RHS 2.50 15 9375 14062.5 08.02.11 22.02.11

2.101/7.92 SUB

51 C1-32 38/E,27 126+300 RHS 3.00 15 9375 14062.5 17.02.1125.02.11 2.108/8.07 SUB

52 C1-32(a) 578 112+280 RHS 2.50 10 6250 9375.0 22.02.11 25.02.11

2.091/7.99 EMB

53 C1-30(b) 657 122+300 RHS 3.00 15 9375 14062.5 20.02.11 07.03.11

2.081/8.19 SUB

54 C1-34 577 112+280 RHS 2.70 8 5000 7500.0 26.02.11 04.03.11

2.122/7.96 SUB

55 C1-34(a) 577 112+280 RHS 2.70 10 6250 9375.0 03.03.11 11.03.11

2.127/7.94 SUB

56 C1-25(a) 804,805,806&807 131+000 LHS 3.00 9 5625 8437.5 10.03.11 18.03.11

2.107/8.26 SUB

57 C1-34(b) 577 112+280 RHS 2.70 10 6250 9375.0 12.03.11 19.03.11

2.135/7.87 SUB

58 C1-35 407 134+000 LHS 3.00 15 9375 14062.5 15.03.11 26.03.11

2.089/8.07 SUB

59 C1-2(f) (288,289,290) / E 142+800 RHS 1.00 15 9375 14062.5 17.03.11 27.03.11

2.111/8.06 SUB

60 C1-32(b) 578 112+280 RHS 2.60 4 2500 3750.0 24.03.11 29.03.11

2.120/7.85 SUB

61 C1-32(

c) 578 112+280 RHS 2.60 4 2500

3750

30.03.11 03.04.11

2.104/7.87 SUB

62 C1-36 172 126+800 LHS 4.00 12 7500 11250.0 26.03.11 01.04.11

2.114/7.53 SUB

63 C1-27(a) 278,279 117+300 LHS 1.00 12 7500 11250.0 01.04.11 07.04.11

2.137/7.88 SUB

64 C1-28(a) 70 112+600 RHS 1.60 12 7500 11250.0 09.04.11 15.04.11

2.107/8.08 SUB





65 C1-37 629,417, 637/1 122+400 LHS 0.50 15 9375 14062.5. 12.04.11 19.04.11

2.102/8.19 SUB

66 C1-28(b) 70 126+800 LHS 2.00 10 6250 9375.0 25.04.11 06.05.11

2.085/8.18 SUB

67 C1-38 629,417, 637/1 126+800 LHS 3.70 10 6250 9375 06.05.11 14.04.11

2.067/8.24 SUB

68 C1-2(g) (288,289,290) / E 142+800 RHS 1.00 15 9375 14062.5 07.05.1114.05.11 2.112/8.0 SUB

69 C1-39 420,416 122+400 LHS 0.60 10 6250 9375 09.05.11 24.05.11

2.098/8.24 SUB

70 C1-34(b) 577 112+280 RHS 2.65 10 6250 9375.0 22.05.11 09.06.11

2.086/8.17 SUB

71 C1-40 385,390,391 122+400 LHS 0.60 20 12500 18750 06.06.11 22.06.11

2.105/8.15 SUB

72 C1-34(

c) 577 112+280 RHS 2.65 8 5000 7500.0

20.06.11 22.06.11

2.087/7.91 SUB

72 C1-2(h) (288,289,290) / E 142+800 RHS 1.00 15 9375 14062.5 07.05.11 14.05.11

2.112/8.0 SUB

73 C1-2(I) (288,289,290) / E 142+800 RHS 1.00 15 9375 14062.5 06.06.11 27.06.11

2.113/7.99 SUB

74 C1-41 387,388,389,390/1 122+400 LHS 0.60 20 12500 18750.0 01.07.11 11.07.11

2.097/8.11 SUB

75 C1-2(J) (288,289,290) / E 142+800 RHS 1.00 15 9375 14062.5 23.07.11 11.08.11

2.115/8.09 SUB

76 C1-41(a) 387,388,389,390/1 122+400 LHS 0.60 20 12500 18750.0 01.08.11 11.08.11

2.081/8.20 SUB

77 32(D) 578 112+280 RHS 2.70 10 6250 9375.0 09.08.11 20.08.11

2.086/8.10 SUB

78 32(E) 578 112+280 RHS 2.70 10 6250 9375.0 11.08.11 14.08.11

2.089/7.90 EMB

79 CI-42 552,554,559 113+195 RHS 10.00 5 3125 4687.5 11.08.11 17.08.11

2.123/7.78 EMB

80 C1-6(C) 285 116+100 RHS 1.50 15 9375 14062.5 19.08.11 26.08.11

2.115/8.09 SUB

81 C1-K 288/E,289,290/E 142+800 RHS 1.00 15 9375 14062.5 25.8.11 02.09.11 2.137/8.0 SUB

82 C1-43 975,976,977 104+100 LHS 1.00 12 7500 11250.0 02.09.11 09.09.11

2.063/8.2 SUB

83 C1-

41(B) 388,389,390 122+400 LHS 0.60 12 7500 11250.0

09.09.11 18.09.11

2.085/8.13 SUB

84 C1-32(F) 578 112+280 RHS 2.70 10 6250 9375.0 15.09.11 21.09.11

2.117/7.79 EMB

85 C1-42(a) 552,554,559 113+195 RHS 10.00 10 6250 9375.0 23.09.11 25.09.11

2.105/7.92 EMB

86 C1-44 388,389,390 122+400 LHS 0.60 18 11250 16875.0 28.09.11 08.10.11

2.080/8.3 SUB





87 C143(a) 975,976,977 104+100 LHS 1.00 10 6250 9375.0 08.10.11 15.10.11

2.099/8.05 SUB

88 C1-45 561,565 113+195 RHS 10.00 15 9375 14062.5 16.10.11 20.10.11

2.125/7.88 EMB

89 C1-46 163/A 142+800 LHS 2.00 6 3750 5625.0 20.10.11 27.10.11

2.067/8.45 SUB

90 C1-47 41,42 112+280 RHS 2.75 6 3750 5625.0 24.10.11 24.10.11

2.073/8.25 EMB

91 C1-49 217,224 116+200 LHS 1.00 6 3750 5625.0 29.10.11 6.11.11 2.089/8.45 SUB

92 C1-47(a) 41,42 112+280 RHS 2.75 6 3750 5625.0 2.11.11 2.11.11 2.097/7.92 EMB

93 C1-45(a) 561,565 113+195 RHS 10.00 10 6250 9375.0 24.10.11 2.11.11 2.098/7.96 EMB

94 c1-44(a) 388,389,390 122+400 LHS 0.60 10 6250 9375.0 4.11.11 10.11.11 2.063/8.1 SUB

95 C1-49(a) 217,224 116+200 LHS 1.50 6 3750 5625.0 5.11.11 12.11.11 2.075/8.1 SUB

96 C1-47(b) 41,42 112+280 RHS 2.75 6 3750 5625.0 7.11.11 7.11.11 2.099/7.75 EMB

97 c1-46(a) 163/A 142+800 LHS 2.00 12 7500 11250.0 08.11.11 16.11.11

2.095/8.2 SUB

98 C145(b) 561,565 113+195 RHS 10.00 9375 14062.5 11.11.11 13.11.11

2.094/8.0 EMB

99 C1-45(c) 561,565 113+195 RHS 10.00 15 9375 14062.5 14.11.11 16.11.11

2.100/8.0 EMB

100 C1-50 55 131+600 RHS 3.00 10 6250 9375.0 18.11.11 20.11.11

2.038/8.2 SUB

101 C1-44(b) 388,389,390 122+400 LHS 0.60 20 12500 1875.0 22.11.11 29.11.11

2.094/8.1 SUB

102 C1-49(b) 217,224 116+200 LHS 1.50 12 7500 11250.0 24.11.11 4.12.11 2.070/8.3 SUB

103 C1-50(a) 55 131+600 RHS 3.00 15 9375 14062.5 29.11.11 7.12.11 2.046/8.23 SUB

104 C1-44C 388,389,390 122+400 LHS 0.60 18 11250 16875.0 06.12.11 12.12.11

2.083/8.2 SUB

105 C1-51 413 109+500 RHS 2.00 12 7500 11250.0 09.12.11 10.12.11

2.072/8.36 EMB

106 C1-51(a) 413 109+500 RHS 2.00 12 7500 11250.0 12.12.11 13.12.11

2.091/7.88 EMB

107 C1-51(b) 413 109+500 RHS 2.00 18 11250 16875.0 19.12.11 26.12.11

2.087/8.2 EMB

108 C1-

46(B) 163/A 142+800 LHS 2.00 12 7500 11250.0

21.12.11 26.12.11

2.086/8.1 SUB

109 C1-51© 413 109+500 RHS 2.00 12 7500 11250.0 02.01.12 03.01.12

2.112/7.89 EMB





110 C1-50(b) 55 131+600 RHS 3.00 25 11250 16875.0 28.12.11 09.1.12 2.071/8.3 SUB

111 C1-52 119+300 LHS 2.50 6 3750 5625.0 10.1.12 23.1.12 2.029/8.38 SUB

112 C1-

51(d) 413 109+500 RHS 2.00 6 3750 5625.0 16.1.12 16.01.12

2.116/7.80 EMB

113 C1-

51(E) 413 109+500 RHS 2.00 12 7500 11250.0 17.1.12 19.1.12

2.112/7.82 EMB

114 C1-53 576 112+280 RHS 3.50 15 9375 14062.5 24.1.12 02.2.12 2.082/8.16 EMB

115 C1-54 125+500 RHS 2.00 15 9375 14062.5 24.1.12 05.2.12 2.081/8.28 SUB

116 C1-55 129+480 LHS 2.00 15 9375 14062.5 27.01.12 10.2.12 2.060/8.36 SUB

117 C1-49 C 217,224 116+200 LHS 1.50 24 15000 22500.0 3.02.12 09.02.12 1.996/9.0 SUB

118 C1-

53(A) 576 112+280 RHS 3.50 15 9375 14062.5

08.02.12 15.02.12

2.101/7.9 EMB

119 C1-56 227 117+450 LHS 1.50 12 9375 14062.5 18.02.12 26.02.12

2.085/8.13 SUB

120 C1-56A 227 117+450 LHS 1.50 12 9375 11250.0 03.03.12 15.03.12

2.100/8.0 SUB

121 C1-57 172 126+500 LHS 5.00 12 9375 11250.0 21.03.12 13.03.12

2.070/8.2 SUB

122 C1-56B 227 117+450 LHS 1.50 12 9375 11250.0 24.03.12 01.04.12

2.088/8.20 SUB

123 C1-47C 41,42 112+280 RHS 2.75 6 3750 5625.0 02.04.12 09.04.12 2.117/7.6 SUB

124 C1-58 159/E 116+200 LHS 1.60 6 3750 5625.0 05.04.12 11.04.12 2.103/7.8 SUB

125 C1-32G 578 112+280 RHS 2.70 10 6250 9375.0 05.04.12 15.04.12 2.103/7.80 SUB

126 C1-59 56 126+500 LHS 5.50 12 9375 11250.0 14.04.12 20.04.12 2.065/8.30 SUB

127 C1-58A 159/E 116+200 LHS 1.60 6 3750 5625.0 17.04.12 29.04.12 2.098/7.9 SUB

Sl. No.

Date of casting

Trial Mix No.

Gra

de o

f

Co

ncre

te

Cem

en

t Bra

nd

Ce

men

t

Co

nte

nt (K

g)

ADMIXTURE

W/C

ratio

Slu

mp

at 9

0

min

. (mm

)

CA

20m

m

(Kg

/Cu

m)

CA

10m

m

(Kg

/Cu

m)

SAND CONTENT (Kg/Cum)

CA : FA RATIO Brand

Name %

Munner Sand

Krishna Sand

1 06.06.10 PLL/QC1/CONC/M35/TM-1 M-35 Ram

co - O

PC

43 g

rad

e

410

Fosroc

Conplast (430 AA)

0.8 0.40 90 720 482 431 228 64:36

2 15.06.10 PLL/QC1/CONC/M30/TM-1 M-30 380 0.8 0.43 105 719 482 450 238 63:37

3 08.06.10 PLL/QC1/CONC/M25/TM-1 M-25 360 0.7 0.45 90 727 487 455 241 63:37

4 12.06.06 PLL/QC1/CONC/M20/TM-1 M-20 320 0.9 0.45 85 758 508 474 251 63:37





5 14.06.10 PLL/QC1/CONC/M15/TM-1 M-15 290 0.7 0.50 60 755 506 493 261 62:38

6 14.06.10 PLL/QC1/CONC/M20/TM-2 M-20 320 Sikament NN(SP) South

0.9 0.45 85 758 508 474 251 63:37

7 12.06.10 PLL/QC1/CONC/M15/TM-2 M-15 290 0.8 0.50 65 755 506 493 261 62:38

8 02.08.10 PLL/QC1/CON/M35/TM-4 M-35 400

Fosroc Conplast (430 AA)

0.5 0.38 105 (45min)

725 486 453 240 63:37

9 31.08.10 PLL/QC1/CON/M35/TM-5 M-35 400 0.7 0.40 105 716 480 448 237 63:37

10 03.07.10 PLL/QC1/CON/M25/TM-4 M-25 350 0.7 0.45 105 712 477 484 257 61:39

11 16.08.10 PLL/QC1/CON/M40/TM-1 M-40 430 0.7 0.38 120 703 471 440 233 63:37

12 25.10.10 PLL/QC1/CON/M40/TM-3 M-40 430 0.6 0.37 100

(45min) 708 474 443 234 63:37

13 08.10.10 PLL/QC1/CON/M20/TM-6 M-20 Kerb 320 0.3 0.45 20 478 721 531 281 59:41

14 28.10.10 PLL/QC1/CON/M20/TM-9 M-20 Kerb 320 Fair crete

AE 0.3 0.45 20 474 714 526 279 59:41

15 12.07.10 PLL/QC1/CONC/M35/TM-2 M-35

Zu

ari - O

PC

43

gra

de

400

Fosroc Conplast (430 AA)

0.5 0.40 100 717 480 448 237 67:37

16 06.07.10 PLL/QC1/CONC/M30/TM-2 M-30 380 0.6 0.42 105 723 485 452 240 63:37

17 05.07.10 PLL/QC1/CONC/M25/TM-2 M-25 350 0.6 0.45 105 712 477 485 257 61:39

18 11.07.10 PLL/QC1/CONC/M20/TM-3 M-20 310 0.9 0.45 100 754 505 492 260 62:38

19 11.07.10 PLL/QC1/CONC/M15/TM-3 M-15 280 0.8 0.50 80 763 511 498 264 62:38

20 15.10.10 PLL/QC1/CON/M40/TM-2 M-40 430 0.6 0.36 100 (45

min) 712 477 445 236 63:37

21 07.10.10 PLL/QC1/CON/M20/TM-7 M-20 Kerb 320 0.3 0.45 20 474 714 526 279 59:41

22 13.10.10 PLL/QC1/CON/M35/TM-6 M-35 400 0.5 0.38 100 (45

min.) 725 486 453 240 63:37

23 14.10.10 PLL/QC1/CON/M20/TM-8 M-20 Kerb 320 Fair crete

AE 0.3 0.45 20 474 714 526 279 59:41

24 18.07.11 PLL/QC1/CON/M40/TM-5 M-40 440 Fosroc

Conplast (430 AA)

0.8 0.36 110 705 471 441 234 63:37

25 26.08.11 PLL/QC1/CON/PQC/TM-1 PQC 400 0.70 0.36 35 745 498 447 236 64:36

26 13.07.10 PLL/QC1/CON/M20/TM-4 M-20 310 Sikament NN(SP) South

0.9 0.45 82 754 505 492 260 62:38

27 14.07.10 PLL/QC1/CONC/M15/TM-4 M-15 280 0.8 0.50 82 763 511 498 264 62:38

28 16.06.11 *PLL/QC1/CONC/DLC/TM-5 DLC 150 - - 675 608 967.5 - Dust 18.4(3days strength)

29 05.12.11 PLL/QC1/CONC/PQC/TM-1 PQC(Revised) 410 Fosroc

Conplast

(430 AA)

0.9 0.38 65 717 487 449 231 64:36

30 09.07.10 PLL/QC1/CON/M35/TM-3 M-35

Ma

ha -

OP

C 4

3

gra

de

400 Fosroc

Conplast 0.5 0.40 100 717 480 448 237 63:37





29 12.01.11 PLL/QC1/CON/M35/TM-7 M-35 400 (430 AA)

0.7 0.38 120

(45min) 724 485 453 240 63:37

30 20.01.11 PLL/QC1/CON/M40/TM-4 M-40 430 0.7 0.35 115

(45min) 716 480 448 237 63:37

31 21.08.10 PLL/QC1/CON/M25/TM-3 M-25 350 0.7 0.45 115 712 477 484 257 61:39

32 10.07.10 PLL/QC1/CON/M20/TM-5 M-20 320 0.8 0.45 85 746 500 487 258 62:38

33 09.07.10 PLL/QC1/CONC/M15/TM-5 M-15 280 0.9 0.50 75 763 511 498 264 62:38

Section-2(PNJ)

Sl. No

B. A

. No

Su

rve

y N

o

Ch

ain

ag

e

Sid

e

Lea

d in

Km

No.of Grids Pits

Area

Pro

po

sed

Sq

m

Pro

p /A

pp

Q

uan

tity

in C

um

DOS DOT

MDD /OMC

Ma

terial

Su

itab

ility

1 C2-1 120 181+00 RS 4.00 12 7500 12600 22.01.10 19.02.10

2.049 /8.4

Emb

2 C2-2 179 145+600 LS 0.50 14 13200 13125 04.03.10 06.03.10

1.94 /7.6

EMB

3 C2-2A 179 145+600 LS 0.50 14 8125 12187 12.04.10 12.04.10

1.939 /7.6

SG

4 C2-2B 179 145+600 LS 0.50 14 10000 15000 19.05.10 24.05.10

2.00 /8.4

EMB

5 C2-2

EXTN. 180 145+600 LS 0.50 14 13200 13125

16.06.10 28.06.10

2.094 /8.3

EMB

6 C2-3 125/1 158+950 LS 1.80 18 12100 18150 25.03.10 29.03.10

2.013 /9.53

EMB

7 C2-4 105/1 & 105/5 158+950 LS 2.00 18 12000 18000 29.03.10 01.04.10

2.004 /9.4

emb

8 C2-5 289 151+100 RS 2.00 6 5400 5625 10.04.10 19.04.10

1.91 /8.8

emb

9 C2-5A 289 151+100 RS 2.00 12 7500 11250

2.012 /8.57

EMB

10 C2-6 155 157+750 RS 1.20 12 10500 11250 02.04.10 22.04.10

1.99 /8.5

emb

11 C2-7 683/A,684/E,686/A 152+500 LS 0.30 10 10220 9375 20.04.10 24.04.10

2.07 /8.45

EMB

12 C2-8 306 151+180 RS 2.20 16 10000 15000 15.05.10 27.05.10

2.075 /8.30

EMB

13 C2-8A 307 151+180 RS 3.20 16 14400 15000 25.05.10 27.05.10

2.138 /8.00

EMB

14 C2-9 413&519 181+000 RS 6.00 17 11424 15937 29.05.10 31.05.10

2.018 /8.64

EMB

15 C2-10 190 172+500 LS 2.50 14 8750 13125 25.05.10 02.06.10

2.001 /8.67

EMB

16 C2-11 36/1& 36/3 165+890 LS 1.70 9 9000 8437.5 29.05.10 04.06.10

2.006 /8.8

EMB

17 C2-12 297/1,2, 105/1,3,5

125/1 155+500 LS 0.5 11 9000 10312.5

05.06.10 07.06.10

2.013 /8.6

EMB

18 C2-13 190 172+500 LS 2.60 30 22500 28150 12.06.10 16.06.10

2.021 /8.61

EMB

19 C2-14 413 & 519 181+000 RS 6.10 14 10800 13125 15.06.10 18.06.10

2.025 /8.61

EMB

20 C2-15 289 142+800 RS 1.50 45 37500 56250 16.06.10 24.06.10

2.024 /8.83

EMB





21 C2-15A 289 142+800 RS 1.50 6 66817 103226 21.09.10 26.0.10

2.016 /8.3

EMB&SG

22 C2-16 245 143+700 RS 0.20 22 22500 22500 22.06.10 26.06.10

2.03 /8.8

EMB

23 C2-17 190 172+500 LS 2.8 17 12500 18750 07.07.10 11.07.10

2.072 /8.6

EMB

24 C2-18 172-175 180+890 RS 4 20 16000 18750 07.07.10 09.07.10

2.086 /8.70

EMB

25 C2-19 120 180+890 RS 2.5 30 18750 28125 10.07.10 12.07.11

2.013 /8.60

EMB

26 C2-20 305 151+180 RS 2.22 18 17500 16875 19.07.10 21.07.10

2.081 /8.50

EMB

27 C2-21 65/E 157+000 RS 2 18 17500 16875 20.07.10 23.07.10

2.089 /8.2

EMB

28 C2-22 190 172+500 LS 3 12 7500 11250 10.08.10 13.08.10

2.104 /8.4

EMB

29 C2-23 317/3 162+450 LS 2 33 20625 30937.5 10.08.10 19.08.10

2.071 /8.3

EMB

30 C2-24 36/1,36/3 165+890 LS 1.7 30 18750 28125 10.08.10 29.08.10

2.053 /8.6

EMB

31 C2-25 242,243 143+700 RS 0.5 15 9375 14062.5 21.08.10 31.08.10

2.081 /8.3

EMB

32 C2-26 410,412 180+890 RS 4.5 15 9375 14062.5 10.08.10 02.09.10

2.085 /8.6

EMB

33 C2-27 159,164 143+850 LS 1.9 20 12500 18750 01.09.10 04.09.10

2.073 /8.4

EMB

34 C2-28 190 172+500 LS 2.5 30 18750 28125 21.08.10 08.09.10

2.085 /8.6

EMB

35 C2-29 306 151+180 RS 2.22 15 15000 14062.5 13.09.10 16.09.10

2.085 /8.7

EMB

36 C2-30 30 180+890 RS 11 25 22500 23437.5 16.09.10 25.09.10

2.089 /8.4

EMB

37 C2-31 31 169+600 LS 0.9 20 18750 18750 04.10.10 18.10.10

2.082 /8.5

EMB

38 C2-32 292/3 160+650 LS 2.5 6 7500 5625 21.10.10 22.10.10

2.061 /8.3

EMB

39 C2-33 190 180+890 RS 4 10 11250 9375 26.10.10 27.10.10

2.012 /8.8

EMB&SG

40 C2-34 79 155+200 RS 1.5 5 7500 4687.5 18.11.10 24.11.10

2.061 /8.5

EMB&SG

41 C2-35 190 172+500 LS 3 12 12500 18750 20.11.10 03.12.10

2.069 /8.3

EMB&SG

42 C2-36 190 172+500 LS 2.5 18 17500 16875 20.11.10 01.12.10

2.054 /8.4

EMB&SG

43 C2-37 292 160+750 LS 2.5 8 7500.0 7500 13.12.10 21.12.10

2.039 /8.1

EMB&SG

44 C2-38 625 181+000 LS 5.5 11 10312.5 18750 15.12.10 18.12.10

2.048 /8.2

EMB&SG

45 C2-38A 625 181+000 LS 5.6 6 36000.0 54000 04.11.11 10.11.11

2.067 /8.30

EMB&SG

46 C2-39 626/7 182+200 LS 1.7 11 10312.5 18750 25.12.10 30.12.10

2.035 /8.3

EMB&SG

47 C2-40 292/3 160+760 LS 2.5 6 5625 11250 17.01.11 18.01.11

2.025 /8.3

EMB&SG

48 C2-41 36/1& 36/3 165+890 LS 1.5 6 5625 11250 27.01.11 31.01.11

2.022 /8.4

EMB&SG

49 C2-41A 36/1& 36/ 165+891 LS 1.5 6 20800 15000 28.03.11 02.04.11

2.013 /8.2

EMB&SG

50 C2-42 190 172+500 LS 3.0 8 7500 14063 11.02.11 15.02.11

2.014 /8.4

EMB&SG





51 C2-43 190/1 170+500 LS 2.0 6 5625 11250 11.02.11 17.02.11

2.021 /8.3

EMB&SG

52 C2-43A 190/1 170+500 LS 2.0 6 43750 36000 06.04.11 11.04.11

2.037 /8.6

EMB&SG

53 C2-44 292 160+750 LS 1.8 6 5625 11250 16.02.11 19.02.11

2.027 /8.4

EMB&SG

54 C2-45 666 182+300 RS 3.5 6 5625 11250 09.02.11 20.02.11

2.027 /8.4

EMB&SG

55 C2-46 292/3 160+760 LS 1.7 6 5625 11250 09.03.11 10.03.11

2.036 /8.4

EMB&SG

56 C2-47 190 165+850 LS 2.0 6 20300 16875 12.04.11 19.04.11

2.038 8.6

EMB&SG

57 C2-48 155 156+600 RS 2.0 6 23000 30000 16.04.11 22.04.11

2.039 /8.6

EMB&SG

58 C2-48A 155 156+600 RS 2.0 6 24750 45000 06.07.11 11.07.11

2.041 /8.2

EMB&SG

59 C2-49 657, 666 182+200 RS 3.0 6 17550 26000 14.05.11 21.05.11

2.044/ 8.4

EMB&SG

60 C2-49A 657, 666 182+200 RS 3.0 6 17550 26325 04.08.11 10.08.11

2.022/ 8.5

EMB&SG

61 c2-50 658,662 182+400 RS 3.0 6 29700 44550 17.05.11 25.05.11

2.051/ 7.3

EMB&SG

62 c2-50A 658,662 182+400 RS 3.0 6 29700 44550 17.08.11 23.08.11

2.057/ 8.0

EMB&SG

63 c2-51 36/1, 36/3 165+890 LS 3.0 6 19320 28980 17.05.11 25.05.11

2.049/ 7.4

EMB&SG

64 c2-51A 36/1, 36/3 165+890 LS 3.0 6 19320 28980 16.02.12 17.02.12

2.058/ 8.4

EMB&SG

65 C2-51B 36/1, 36/3 165+890 LS 3 6 19320 28980 20.06.12 21.06.12

2.035/ 8.51

EMB&SG

66 c2-52 485, 495, 497, 498 181+000 LS 11 6 27000 40500 02.09.11 08.09.11

2.046/ 8.2

EMB&SG

67 c2-53 163A 143+400 LS 1.5 6 30400 45600 15.10.11 20.10.11

2.040/ 8.4

EMB&SG

68 c2-53A 163A 143+400 LS 1.5 6 30400 45600 17.02.12 18.02.12

2.015/ 8.6

EMB&SG

69 c2-54 176 181+000 RS 4 6 29469 44204 14.12.11 22.12.11

2.053/ 8.3

EMB&SG

70 c2-55 163A 143+400 LS 1.6 6 36100 54150 24.12.11 27.12.11

2.060/ 8.6

EMB

71 c2-55A 163A 143+400 LS 1.6 6 36100 54150 03.10.12 08.10.12

2.045 8.2

EMB&SG

72 c2-56 657, 666 182+350 RS 1.6 6 40490 60735 13.02.12 18.02.12

2.057/ 8.2

EMB&SG

73 c2-57 663 137+500 LS 7 6 60733.5 91102.5 23.04.12 24.04.12

2.028/ 8.77

EMB

74 C2-58 663 137+500 LS 7 6 60733.5 60733.5 09.05.12 10.05.12

2.019/ 8.90

EMB

75 c2-57B 663 137+500 LS 7 6 60733.5 91102.5 11.06.12 18.06.12

2.033/ 8.3

EMB&SG

Sl. NO

Date of casting

Trial Mix NO

Gra

de o

f Co

ncre

te

Cem

en

t Bra

nd

Cem

en

t Co

nte

nt

(Kg

)

ADMIXTURE W/C

ratio

Slu

mp

at 9

0 m

in.

(mm

)

CA

20m

m

(Kg

/Cu

m)

CA

10m

m

(Kg

/Cu

m)

SAND CONTENT (Kg/Cum)

CA : FA RATIO

Brand Name

% Munner

Sand Krishna

Sand





1 07.06.10 TM No:1 M-35

Ram

co - O

PC

43 g

rad

e

410

Fo

sroc S

P-430 A

A

0.8 0.40 90 707 468 443 232 63:37

2 19.06.10 TM No:2 M-30 380 0.7 0.43 95 704 467 462 245 62:38

3 14.06.10 TM No:3 M-.25 350 0.7 0.45 90 708 470 484 257 61:39

4 11.06.10 TM No:4 M-20 320 0.8 0.49 75 708 469 503 267 60:40

5 13.08.10 TM No:52 M-40 430 0.8 0.38 95 651 529 460 194 64:36

6 16.07.10 PLL/QC1/CON/M35/TM-3 M-35 Mah

a - O

PC

43 g

rad

e

400

Fo

sroc S

P-430 A

A

0.8 0.4 105 653 531 482 203 63:37

7 09.07.10 PLL/QC1/CONC/25/TM-2 M-25 340 0.8 0.45 100 656 534 527 222 63:39

8 17.07.10 PLL/QC1/CONC/M20/TM-3 M-20 310 1 0.45 55 665 541 557 236 63:40

9 16.07.10 PLL/QC1/CONC/M15/TM-3 M-15 280 1.1 0.50 55 564 238 673 548 63:40

10 15.07.10 PLL/QC1/CONC/M15/TM-2 M-15

Ram

co - O

PC

43

gra

de

280

Fo

sroc S

P-430 A

A

1.1 0.50 55 673 548 563 238 63:40

11 15.07.10 PLL/QC1/CON/M20/TM-2 M-20 310 1 0.45 55 665 541 557 235 60:40

12 03.07.10 PLL/QC1/CONC/25/TM-3 M-25 340 0.8 0.45 100 656 534 527 222 61:39

13 14.07.10 PLL/QC1/CON/M30/TM-2 M-30 370 0.8 0.43 100 652 531 502 212 62:38

14 14.07.10 PLL/QC1/CON/M35/TM-2 M-35 400 0.8 0.4 100 653 531 482 203 63:37

15 20.09.10 PLL/QC2/CON/M15/TM-3 M-15

Zu

ari O

PC

43

Gra

de

280

Fo

sroc S

P-430 A

A

1.1 0.5 50 673 548 563 238 60:40

16 27.09.10 TM No:61 M-20 310 1.0 0.45 85 665 541 557 235 60:40

17 PLL/QC2/CON/M20/TM-3 M-20 Kerb

320 0.4 0.45 35 382 773 290.00 531.00 63:38

18 06.09.10 PLL/QC2/CON/M25/TM-3 M-25 340 0.8 0.45 50 655 533 526 222 61:39

19 28.07.10 PLL/QC2/CON/M30/TM-1 M-30 380 0.7 0.43 85 645 525 497 209 62:38

20 28.07.10 PLL/QC2/CON/M35/TM-2 M-35 400 0.8 0.4 100 653 531 482 203 63:37

21 29.07.11 PLL/QC2/CON/M35 P/TM-1 M-35P 440 0.8 0.40 130 650 431 499.00 210.00 60:40

22 29.07.11 PLL/QC2/CON/M 40/TM-2 M-40 450 0.8 0.38 105 639 520 438.00 185.00 65:35

23 18.11.12 PLL/QC2/CON/M 45/TM-1 M-45 470 0.9 0.38 115 643 523 435.00 184.00 65:35

Section-3(PNJ)

Sl. No

Bo

rrow

Are

a

No

Survey No

Ch

ain

ag

e

Sid

e

Lea

d in

Km

No of Grids Pits

Area Proposed

Sqm

Prop/App Quantity in Cum

DOS/ DOT

MDD /OMC

Approved Qty.

Material Suitability





1 C3-1 137/E F LHS 3.500 11 6000 9000 05.02.10

/08.02.10 2.275 /8.5

9000 Emb

2 C3-2 323/A,324/E 188 LHS 4.000 9 4800 7200 09.02.10

/18.02.10 1.971 /8.8

7200 SG

3

C3-3 127ML 187 RHS 1.500

16 10500 15750 04.03.10

/05.03.10 1.979 /8.1

30750

Emb

4 10 10500 15000 24.11.10

/25.11.10 2.001

/9.053 Emb. & SG

5 C3-4 160/7-

14/1999, 15/1999

215 LHS 1.500 10 6585 9000 14.03.10

/18.03.10 2.072 /8.1

9000 Emb

6 C3-5 283/A, 293,293

184.6 LHS 1.500 14 13720 14000 14.03.10

/19.03.10 2.153 /8.2

14000 EMB

7 C3-6 53/1 219.7 RHS 1.000 10 9632 14448 07.04.10

/08.07.10 2.052 /9.4

14448 EMB

8 C3-7 84/1 199.15 LHS 1.000 8 7440 11160 13.04.10

/16.04.10 2.050 /9.4

11160 EMB

9 C3-8 34/1 192.5 RHS 3.000 6 6070 9106 30.04.10

/01.05.10 2.017 /9.7

9106 EMB

10 C3-9 292/1 196.22 RHS 1.300 9 7080 10620 08.05.10

/08.05.10 1.973 /9.3

10620 EMB

11 C3-10 626 182.4 RHS 0.500 8 5420 8130 28.04.10

/30.04.10 2.029 /10.1

8130 EMB

12 C3-11 34/9 192.5 RHS 3.500 18 7932 11898 30.04.10

/02.05.10 1.955 /10.1

11898 EMB

13 C3-12 23 194.4 LHS 0.900 14 9106 13659 16.05.10

/22.05.10 1.978 /9.1

13659 EMB

14 C3-13

277/1 206.400 RHS 0.500

14 8740 13110 24.05.10

/25.05.10 1.966 /9.22

380152.5

EMB

15 C3-13 A 22 8740 20625 20.07.10

/26.07.10 1.993 /9.18

EMB

16 C3-13 B 20 8740 18750 28.08.10

/29.08.10 1.999 /9.05

EMB

17 C3-13 C 30 64350 45000 03.10.10

/05.10.10 2.026

/9.165 Emb. & SG

18 C3-13 D 30 64350 45000 02.02.11

/03.02.11 1.991 /9.48

Emb. & SG

19 C3-13 E 30 64350 45000 27.06.11

/28.06.11 2.053

/9.145 Emb. & SG

20 C3-13 F 30 64350 45000 10.10.11

/11.10.11 2.051 /9.16

Emb. & SG

21 C3-13 G 30 64350 45000 07.12.11

/08.12.11 2.026 /9.10

Emb. & SG

22 C3-13 H 30 64350 45000 09.01.12

/10.01.12

2.025

/9.11 Emb. & SG

23 C3-13 I 6 38445 57668 16.02.12

/17.02.12 2.028 /9.12

Emb. & SG

24 C3-14

17/7,17/8 197.25 RHS 5.500

9 37272 8438 06.05.10/09.05.10 1.975/9.4

179438

EMB

25 C3-14 A 38 37272 57000 21.02.11

/22.02.11 2.038

/8.956 Emb. & SG

26 C3-14 B 38 37272 57000 02.06.11

/03.06.11 2.023

/9.106 Emb. & SG

27 C3-14 C 38 37272 57000 12.11.11

/13.11.11 2.032 /9.01

Emb. & SG

28 C3-15 98 196.2 RHS 2.000 15 8944 13416 10.06.10

/11.06.10 1.968 /9.38

13416 EMB

29 C3-16

132/3 204.4 RHS 1.500

16 8094 12141 10.06.10

/13.06.10

1.978

/9.4

42141

EMB

30 C3-16 A 10 8094 15000 11.12.10

/12.12.10 2.013

/9.044 Emb. & SG

31 C3-16 B 10 8094 15000 15.01.11

/16.01.11 2.018

/9.135 Emb. & SG





32 C3-17

30 194.4 LHS 0.500

35 18212 27137 12.07.10 24.06.10

1.988 /8.7

36137

Emb. & SG

33 C3-17 A 6 18212 9000 13.12.10

/14.12.10 2.007

/9.138 EMB

34 C3-18

456/A,456/EE & 457/A

190.3 RHS 3.500

9 37270 31566 09.12.10 10.12.10

2.017 /9.14

126066

Emb. & SG

35 C3-18 A 21 37270 31500 18.03.11

/19.03.11 1.987

/9.634 Emb. & SG

36 C3-18 B 21 37270 31500 25.07.11

/26.07.11 2.006

/9.249 Emb. & SG

37 C3-18 C 21 37270 31500 02.11.11

/03.11.11 2.000

/9.286 Emb. & SG

38 C3-19

21/6 225.8 LHS 2.000

6 50600 75000 09.12.10 10.12.11

2.021 /9.17

150000

Emb. & SG

39 C3-19 A 12 50000 75000 30.01.12

/04.02.12 2.037 /9.14

Emb. & SG

40 C3-20

96/1 & 96/3 192.45 RHS 5.000

8 16572 24858 29.12.10 04.01.11

2.016 /9.17

131358

Emb. & SG

41 C3-20 A 17 16572 25500 01.04.11

/02.04.11 2.038

/8.956 Emb. & SG

42 C3-20 B 17 16572 25500 08.07.11

/09.07.11 2.023

/9.106 Emb. & SG

43 C3-20 C 17 16572 25500 03.10.11

/04.10.11 2.023 /9.11

Emb. & SG

44 C3-20 D 20 16572 30000 18.11.11

/19.11.11 2.020 /9.08

Emb. & SG

45 C3-21 205.8 RHS 1.500 8 16000 32000 21.04.11 25.04.11 2.006 /

8.92 32000 Emb. & SG

46 C3-22 2/77 & 22/2 212.5 RHS 9.500 5 15863 23794 20.07.11

/20.07.11 2.034 /9.21

23794 Emb. & SG

47 C3-23 293 203.45 RHS 8.000 3 60000 90000 27.08.11

/29.08.11 2.042 /9.10

90000 Emb. & SG

48 C3-24 349/3 215.5 RHS 5.000 3 11776 17664 09.09.11 /8.10.11 1.942 /9.17

17664 Emb. & SG

49 C3-25 79/2 192.45 LHS 4.000 6 15620 23430 31.01.12

/03.02.12 2.019 /9.11

23430 Emb. & SG

50 C3-26 74 203.45 RHS 4.500 10 15418 15418 31.01.12

/02.02.12 2.033 /9.16

23127 Emb. & SG

51 C3-27 309 203.45 RHS 4.000 6 30000 45000 14.04.12

/15.04.12 2.020 /9.09

45000 Emb. & SG

52 C3-28 60 196.6 LHS 4.000 6 12141 18211 22.05.12

/23.04.12 2.027 /9.18

18211 Emb. & SG

53 C3-29 196.25 LHS 15.000 6 9000 10.08.12

/18.08.12 2.020 /9.17

9000 Emb. & SG

Sl. No.

Date of casting

Trial Mix No.

Gra

de o

f Co

ncre

te

Cem

en

t Bra

nd

Ce

men

t (Kg

/m3

)

ADMIXTURE W/C

ratio

Slu

mp

at 9

0 m

in.

(mm

)

CA

20m

m

(Kg

/Cu

m)

CA

10m

m

(Kg

/Cu

m)

SAND CONTENT (Kg/Cum) CA :

FA Ratio

Brand Name

% Munner

Sand Krishna

Sand

1 23.06.10 TM No:17 M-35

Ram

co - O

PC

43 G

rad

e

400 Fosroc Conplast (430 AA)

0.8 0.40 90 779.4 516 464.4 195.8 63:37

2 18.06.10 TM NO:16 M-25 350 0.7 0.45 90 799.9 529 476.59 200.94 62:38

3 09.06.10 TM NO:8 M-20 310

Sik

am

ent N

N(S

P) S

ou

th

0.7 0.5 90 820.8 543 510.61 215.28 62:38

4 09.06.10 TM No:7 M-15 280 0.7 0.50 55 830.7 550 576.79 217.89 62:38

5 24.06.10 TM-18 M15

Mah

a -

OP

C 4

3

Gra

de

280 0.7 0.50 25 836 554 523 220 62:38





6 09.06.10 TM-8 M20 310 0.7 0.45 25 825 547 516 217 62:38

7 25.06.10 PLL/QC3/CONC/M35/TM-2 M-35 400 Fosroc Conplast (430 AA)

0.7 0.40 85 469.8 198 784.1 520.1 64:36

8 29.06.10 PLL/QC3/CONC/M30/TM-2 M-30 380 0.7 0.42 85 474.1 200 791.3 524.8 64:36

9 24.06.10 PLL/QC3/CONC/M20/TM-2 M-20 310 Sikament NN(SP) South

0.7 0.45 75 516.3 217 825.3 547.35 63:37

10 24.06.10 PLL/QC3/CONC/M15/TM-2 M-15 280 0.7 0.50 70 522.5 219.8 835.3 554.0 63:37

11 13.08.10 PLL/QC3/CONC/M40/TM-1 M-40

Ram

co - O

PC

43 G

rad

e

420

Fo

sroc C

on

pla

st (430 A

A)

0.8 0.38 128 478.3 201.2 700.8 570.4 63:37

12 23.06.10 PLL/QC3/CONC/M35/TM-1 M-35 400 0.7 0.40 90 469.6 198 783.8 519.8 64:36

13 18.06.10 PLL/QC3/CONC/M25/TM-1 M-25 350 0.7 0.45 85 481.9 202.7 804.3 533.4 64:36

14 09.06.10 PLL/QC3/CONC/M20/TM-1 M-20 310

Sik

am

ent N

N(S

P) S

ou

th

0.7 0.45 83 516.3 217 825.3 547.4 636:37

15 09.06.10 PLL/QC3/CONC/M15/TM-1 M-15 280 0.7 0.50 78 522.5 219.8 835.3 553.9 63:37

16 09.09.10 PLL/QC3/CONC/M15/TM-3 M-15

Zu

ari 4

3 G

rad

e

280 0.7 0.5 70 835 554 523 220 63:37

17 08.09.10 PLL/QC3/CONC/M20/TM-1 M-20 310 0.7 0.45 80 825 547 516 217 63:37

18 07.09.10 PLL/QC3/CONC/M20/TM-2 M-25 350

Fo

sroc S

P-430 A

A

0.7 0.45 100 726 591 495 208 63:37

19 10.09.10 PLL/QC3/CONC/M30/TM-4 M-30 380 0.7 0.42 120 725 590 474 199 64:36

20 10.09.10 PLL/QC3/CONC/M35/TM-5 M-35 400 0.7 0.40 100 707 576 483 203 63:37

21 13.09.10 PLL/QC3/CONC/M40/TM-6 M-40 420 0.8 0.38 130 701 570 478 201 63:37

22 14.11.10 PLL/QC3/CONC/M40/TM-7 M-20 Kerb

320 0.3 0.45 30 714 584 548 235 59:41

23 17.07.11 PLL/QC3/CONC/M15/TM-75 M15 280 0.7 0.5 30 787 640

Go

dav

ari San

d

700 65:35

24 16.07.11 PLL/QC3/CONC/M20/TM-74 M20 310 0.7 0.5 28 762 620 677 65:35

25 19.07.11 PLL/QC3/CONC/M20/TM-76 M20K 320 0.2 0.45 0 522 660 881 55:45

26 22.07.11 PLL/QC3/CONC/M25/TM-78 M25 350 0.7 0.44 100 750 610 666 65:35

27 08.07.11 PLL/QC3/CONC/M35/TM-67 M35 410 0.7 0.4 100 708 576 658 64:36

28 09.07.11 PLL/QC3/CONC/M40/TM-68 M40 420 0.8 0.38 100 720 586 640 65:35

29 17.12.11 PLL/QC3/DLC DLC 150 - - OMC=5.5

% - 743 675 833

-

30 09.11.11 PLL/QC3/PQC/M40/TM-79 PQC 400

Fo

sroc S

P-430 A

A

0.6 0.37 60 736 597 650 65:35

31 19.12.11 PLL/QC3/CONC/M15/TM-80 M15 Ram

co - O

PC

43 G

rad

e

280 0.7 0.5 30 787 640 700 65:35

32 19.12.11 PLL/QC3/CONC/M20/TM-81 M20 310 0.7 0.5 28 762 620 677 65:35

33 20.12.11 PLL/QC3/CONC/M20/TM-83 M20K 320 0.2 0.45 0 522 660 881 55:45

34 19.12.11 PLL/QC3/CONC/M25/TM-82 M25 350 0.7 0.44 100 750 610 666 65:35





35 08.07.11 PLL/QC3/CONC/M35/TM-84 M35 410 0.7 0.4 100 708 576 658 64:36

36 09.07.11 PLL/QC3/CONC/M40/TM-85 M40 420 0.8 0.38 100 720 586 640 65:35

4.3) WEATHER REPORT up to 31st July 2014 Q.C. Lab at Km 73(GIL) ( Camp-1 (Km. 40+000 to Km 105+000)) EPC Contractor partially demobilized their staff and no data submitted Q.C. Lab at Km 116(PNJ) ( Camp-1 (Km. 105+000 to Km 140+000))

EPC Contractor demobilized their camp Q.C. Lab at Km 159(PNJ) ( Camp-2 (Km. 140+000 to Km 180+000)) EPC Contractor partially demobilized their staff and no data submitted Q.C. Lab at Km 204 (PNJ) ( Camp-3 (Km. 180+000 to Km 221+500))

EPC Contractor demobilized their camp





5.1) MISCELLANEOUS a) SITE VISIT REPORT

Mr. N.C.Saxena inspected the site on 09,10-07-2014 along with Acting Team Leader Mr K.Satyanarayana Reddy and Concessionaire Project Manager Mr. Vamshidhar Mannava and Concessionaire COO Mr.N.V.Shetty

Mr.I.G.Reddy inspected the site on 16-07-2014 along with Mr P.Ramesh reddy,PD,NHAI, Mr K.Nageswar Rao,Manager(T),NHAI, Acting Team Leader Mr K.Satyanarayana Reddy and Concessionaire Project Manager Mr. Vamshidhar Mannava

b) MONTHLY PROGRESS REVIEW MEETING for July’2014

Mr.N.C.Saxena during the visit met the PD,NHAI and review the satus of workson 10-07-2014 The District Collector Mr Chiranjeevulu reviewed the status of Avenue plantation and service

Roads,drain and Lighting on 25-07-2014 5.2) MANNING SCHEDULE OF INDEPENDENT ENGINEER

(a) Key Professional :

Sr. no.

Name of Expert Position Mobilisation /

Demobilisation

As per Contract

(MM)

Used (MM)

Bal. (MM)

Remarks

Key Personnel (Professional Staff)

1 Mr. Naresh Shard Team Leader-cum-Senior Highway Engineer

04.05.2010 36.00 31.94 4.06

2 Mr. Rajesh Chandra Senior Bridge Design Engineer 31.05.2010 19.00 16.48 2.52

3 Mr. Inapanuri Prasada Rao Traffic and Transportation Expert 01.08.2010 5.00 4.70 0.30

4 Dr. P.K. Nanda Senior Pavement Specialist 05.07.2010 14.00 0.96 13.04

5 Mr. Shaik Asif Ahmed Senior Quality cum Material Expert 25.05.2010 36.94 36.90 0.04

6 Mr. Amitava Basu Financial Expert 01.08.2010 3.00 1.44 1.56

7 Mr. Rohit Jaiswal/Mr.Dipak Rao Legal Expert 01.08.2010 4.00 1.47 2.53

8 Mr. Jacob George Road Safety Expert 01.09.2010 5.00 1.54 3.46

9 Mr. Satyanarayana Reddy Karri Resident cum Highway Engineer 11.05.2010 36.23 48.46 (12.23)

10 Mr. Ramesh Tanuku Highway Design Engineer 04.05.2010 37.33 35.83 1.50

11 Mr. Ram Chandradhan Singh/ Radha Krishna

Bridge / Structural Engineer 20.05.2010 33.00 20.60 12.40

I Sub-Professional

-

1 Mr.S.Prasad Rao Survey Engineer 25.05.2010 32.00 28.66 3.34

2 Mr.Manish Kumar Tiwary Assistant Highway Engineers 01.07.2010 31.50 29.90 1.60

3 Mr.Ravi Kumar/Mr.GHS Chakravarthi

Assistant Highway Engineers 01.07.2010 32.96 43.93 (10.97)

4 Chinmaya Kr. Mallic CAD Expert 08.08.2011 8.00 6.40 1.60

5 Dr N Karunakaran/Mr Sujeet Kumar

Environmental Engineer 17.05.2011 8.00 2.07 5.93

6 Mr.G.Krishnan Assistant Bridge Engineer. 18.05.2010 33.77 44.71 (10.94)

7 Mr.G.T.Srinath/RP singh Assistant Bridge Engineer. 01.08.2010 31.50 28.09 3.41





8 Mr.E.Venkateswarlu Assistant Quality-cum-Material Engineers 07.06.2010 35.27 36.74 (1.47)

9 Mr.Gangumalla Satti Raju Assistant Quality-cum-Material Engineers 01.07.2010 35.06 47.44 (12.38)

10 Mr.V.N.Kohli Electrical Engineer 24.07.2010 7.00 4.81 2.19

11 Mr Manish K Deshpandey HTMS / Toll Expert 28.09.2012 5.00 2.65 2.35

II Support Staff

1 Mr.Nitin Jolly/Mr.P.K.Das/Harsh Vardan/Prasanth K Behera/M.Ganesh

Office Manager (1 No.) 04.05.2010 37.79 50.12 (12.33)

2 Mr. Abishek Mishra/ Md Karimuddin/sunil Kr Rana

Accountant (1 No.) 04.05.2010 37.53 36.70 0.83

3 Mr. Mora Suresh Cashier (1 No.) 13.05.2010 37.50 37.50 (0.00)

4 Mr. Anwar/Ganasyam Kumar/Kumod Kalita

Photocopy Machine Operator (1 No.) 10.05.2010 37.67 50.67 (13.00)

5 Mr. Laksmidhar Sahoo Steno (1 No.) 24.05.2010 37.27 37.27 -

6 Md. Saquib Azmi/Balina Srikant/Prakesh

Computer Operator (1 No.) 10.05.2010 37.70 47.70 (10.00)

7 Mr. Madan Verma Guard 14.05.2010 37.60 50.60 (13.00)

8 Mr. Banot Shrinu/G. Nagesh Guard 13.05.2010 37.63 50.63 (13.00)

9 Mr. Kumod Kalita/rakesh Kr. Sahoo/jani

Office Boy (1 No.) 10.05.2010 37.73 49.73 (12.00)

5.3) Progress Strip Chart of Road work

(Enclosed as Annexure B)

5.4) Site Photographs (Enclosed as Annexure C)

5.5) Relevant Correspondences (Enclosed as Annexure D)

5.6) S-Curve (Enclosed as Annexure E)

5.7) Balance works and status of Service roads

Sr. No. From To Length Width CA/COS Side As per CA As per COS

notified

As per COS recently notified

(July 2013) Land Problem

1 46970 47960 990 7.5 CA LHS Completed

2 51600 52120 520 5.5 COS LHS

Completed

3 52120 54650 2530 9 CA LHS 550m DBM

completed,

1080 m Part width WMM top completed and balance length

yet to be strated ( few structures at

issolated locations are pending due to

court cases)

4 56530 57180 650 5.5 COS LHS

Completed





5 63190 63860 670 5.5 COS LHS

Completed

6 67250 67700 450 5.5

Instructed by NHAI-

1676 dated 12.09.2012

LHS

Completed

7 72750 73180 430 5.5 COS LHS

Completed

8 78080 79800 1720 9 CA LHS Completed

9 91380 92000 620 3.75 COS LHS

Completed

10 97350 98000 650 3.75 COS LHS

Completed

11 100830 101550 720 5.5 CA LHS Completed

12 104900 105700 800 5.5

Instructed by NHAI-

1676 dated 12.09.2012

LHS

Completed

13 119400 119700 300 3.75 COS LHS

Completed

14 121000 122200 1200 7.5 CA LHS Completed

15 129100 129600 500 5.5

Instructed by NHAI-

1676 dated 12.09.2012

LHS

Part length of 400m completed

as per public requirement even

though COS Order not issued.

100m balance

16 132925 134200 1275 9 CA LHS Completed

17 135800 138000 2200 9 CA LHS Completed

18 139300 140700 1400 5.5 CA LHS Completed

19 162700 164300 1600 5.5 CA LHS 1500m length

Completed

100m land acquisition problem due to Wakf

land

20 165540 166750 1210 5.5 CA LHS Completed

21 168750 169800 1050 5.5

Instructed by NHAI-

1676 dated 12.09.2012

LHS

Work not taken up due to COS order and initial advance as per Article 16 not received till

date

22 178640 179640 1000 3.75 CA LHS Completed

23 180600 181300 700 3.75 CA LHS Completed

24 185900 186700 800 5.5 CA LHS Completed

25 188400 190400 2000 7 CA LHS Completed

26 191080 191740 660 5.5 CA LHS Completed

27 193600 194400 800 5.5 CA LHS Completed

28 197960 198680 720 3.75 CA LHS Completed

29 202300 203640 1340 7 CA LHS Completed

30 209600 210600 1000 5.5 CA LHS Completed

31 213840 214560 720 5.5 CA LHS Completed

32 46970 47960 990 7.5 CA RHS Completed





33 51350 52120 770 5.5 COS RHS

170m Completed

Embankment work is in progress

Most of the land is acquired except at

one locations land yet to be acquired.

34 52120 54650 2530 9 CA RHS

Most of the land is acquired except at

few issolated locations, shifting of

Utilities are completed partly,

almost 1Km completed up to GSB

35 56530 57180 650 5.5 COS RHS Completed

36 63190 63860 670 5.5 COS RHS Completed

37 67250 67700 450 5.5

Instructed by NHAI-

1676 dated 12.09.2012

RHS

Completed

38 72750 73180 430 5.5 COS RHS

Completed

39 78080 79800 1720 9 CA RHS 880m DBM

completed

Land acquisition completed in Feb.

2014, Embankment work is in progress.

40 91380 92000 620 3.75 COS RHS

Completed

41 97350 98000 650 3.75 COS RHS

Completed

42 100830 101550 720 7.5 CA RHS

Completed

43 104900 105700 800 5.5

Instructed by NHAI-

1676 dated 12.09.2012

RHS

Completed

44 119400 119700 300 3.75 COS RHS

Completed

45 121000 122200 1200 7.5 CA RHS Completed

46 125200 125570 370 5.5

Instructed by NHAI-

1676 dated 12.09.2012

RHS

Completed

47 129100 129600 500 5.5

Instructed by NHAI-

1676 dated 12.09.2012

RHS

Part length of 300m completed

as per public requirement, the

balance not taken up for COS order and advance as per Article 16.

200m balance

48 132925 134200 1275 9 CA RHS Completed

49 135800 138000 2200 9 CA RHS Completed

50 139300 140700 1400 9 CA RHS Completed





51 162700 164300 1600 5.5 CA RHS Completed

52 165540 166450 910 5.5 CA RHS Completed

53 168750 169800 1050 5.5

Instructed by NHAI-

1676 dated 12.09.2012

RHS

Work not taken up due to COS order and initial advance as per Article 16 not received till

date

54 178640 179640 1000 3.75 CA RHS Completed

55 180600 181300 700 3.75 CA RHS Completed

56 185900 186700 800 5.5 CA RHS Completed

57 188400 190400 2000 7 CA RHS Completed

58 191080 191740 660 5.5 CA RHS Completed

59 193600 194400 800 5.5 CA RHS Completed

60 197960 198680 720 3.75 CA RHS Completed

61 202300 203640 1340 7 CA RHS Completed

62 209600 210600 1000 5.5 CA RHS Completed

63 213840 214560 720 5.5 CA RHS Completed

62770

Details of works affected due to land constraint

S.No Description Chainage

From Chainage

To Length in m Side Remarks

1 Toll Plaza-1 at Km 60+650

Rigid pavement Tapering 60.460 60.620 160.000 RHS

Hon'ble High Court handed over the land with Conditions due to which Concessioniare sought NHAI response,recently PD,NHAI

given clearance

60.700 60.900 200.000 RHS -do-

60.400 60.560 160.000 LHS -do-

High Mast Lighting

1 No RHS -do-

Maintenance Building

LHS -do-

Rest Area and traffic aid post

LHS -do-

Land Scaping and foot path,BHS partially completed

BHS -do-

Static weigh Bridge,RHS (Land restriction)

RHS -do-

Maintenance Stores,LHS

LHS -do-

Barbed fencing and Chain link fencing to be completed

BHS -do-

2 Toll Plaza-3 at Km 205+025

Rest area and Traffic Aid Post,LHS temporary arrangement is made in a container.

LHS

Parking for Vehicles,LHS (Land restriction)

LHS

Land Scaping and foot path completed in available land

BHS





Static weigh Bridge,BHS (Land restriction)

BHS

Maintenance Stores,LHS (Land restriction)

LHS

Barbed wire fencing,BHS to be done as per design after availability of land

BHS

3 6-Lane balance Stretches

Chouttupal 52.700 53.500 800.000 RHS COS, Balance due to land problem

Chouttupal 53.450 53.550 100.000 LHS COS, Balance due to land problem

Chityal 78.450 78.880 430.000 RHS

COS, Land acquisition completed in Feb. 2014, shifting of Utilities in progress

Munagala 163.000 163.360 360.000 LHS 260 m completed balance land problem

4 Service Road

Lakkaram 51.350 51.950 600.000 RHS

Around 1260m length at 17 locations are under acquisition process

Chouttupal 52.120 54.650

550 mtr DBM completed,

balance 1980 due to land

LHS

Chouttupal 52.120 54.650 2530.000 RHS

Chityal 78.450 79.250 800.000 RHS

Land acquisition completed in Feb. 2014, shifting of Utilities in progress .

Munagala 163.000 163.360 360.000 LHS

260m completed, Balance 100m due to land problem

Dwarakunta 185.900 186.100 Completed LHS Completed

5 RCC Drain

Chouttupal 52.120 52.200 80.000 LHS Land cleared recently



Chouttupal 52.580 52.810 230.000 RHS Land cleared recently

Kattangore 100.870 100.910 40.000 LHS Land cleared recently

Kattangore 101.000 101.050 50.000 LHS

Kattangore 101.170 101.200 30.000 RHS

Kattangore 101.230 101.260 30.000 RHS

Munagala 163.000 163.400 400.000 LHS

300m completed, Balance 100m due to land problem

Dwarakunta 186.000 186.100 Completed LHS Completed as per Site requirement

Ramapuram 188.400 188.450 50.000 LHS Land cleared in Jan.'14

Ramapuram 189.940 190.010 70.000 RHS Land cleared

Chillakallu 202.400 202.520 120.000 RHS Balance due to land problem

6 Pedestrian Guard Rail

Chouttupal

652.000 BHS Service road work not completed

Chityal

900.000 RHS Service road work not completed

Munagala

300.000 LHS

200m public resistance, 100m Balance due to Land problem

Suryapet

100.000 RHS Public Resistance

7 Way side amenities

Km 69+700,RHS

RHS Land problem





Km 168+200,LHS

LHS Land problem

8 Street Lighting

Chouttupal-Service Road 52.120 54.650 2530.000 BHS Service road work still not completed

Chityal-Service Road 78.080 79.800 1720.000 RHS Service road work still not completed

Munagala-Service Road 162.700 163.360 660.000 LHS

560m completed, Balance due to Land problem

Dwarakunta 185.900 186.100 200.000 LHS Completed

9 Junctions

Junctions are constructed based on availability of land, and are functioning well, but these junctions are to be reconstructed/improved after the land made available as per original issued GFC

land acquisition is in progress

10 Bus shelter on Service Road

Chouttupal Service Road

1 no Each BHS Balance due to Land problem

Munagala Service Road

1 No LHS Balance due to Land problem

Chillkallu

1 No, Completed LHS

Balance Shifted to Km 219 as per directions of PD,NHAI which is in progress

Service Road work instructed vide letter No:4205 dated 03-07-2013 ( Not started for COS order)

Sr.

No.

Chainage

From

Chainage

To Length Width Side As per COS notified Remarks

1 77850 78080 230 5.50 LHS Not Started

2 138500 139300 800 5.50 LHS Not Started

3 150700 151200 500 5.50 LHS Not Started

4 154700 155450 750 5.50 LHS Not Started

5 200823 201000 177 5.50 LHS Not Started

6 122800 123200 400 5.50 RHS Not Started

7 150700 151200 500 5.50 RHS Not Started

8 154700 155450 750 5.50 RHS Not Started

9 200823 201000 177 5.50 RHS Not Started

Total 4284





Status of as built drawings as on July 2014

AS BUILT DRAWINGS - SUBMISSION STATUS - HYDERABAD VIJAYAWADA PROJECT AS ON 31.07.2014

Ref

As

per

Sche

dule

H -

Ann

ex I

List of

Drawing

(as per

Schedule

H - Annex

I)

BIPL SECTION - KM. 40 TO 105 PLL SECTION - KM. 105 TO 221.50

DETAILS OF

THE ASBUILT

DRAWINGS

SUMISSION/APPRO

VAL STATUS REMARKS

DETAILS OF THE

ASBUILT

DRAWINGS

SUMISSION/APPRO

VAL STATUS REMARKS

A

Horizontal

Alignment,

Vertical Profile and

cross

sections

1) Plan and Profile

- Main Carriageway

2) Plan and Profile

- Service/Slip

Road

3) Plan and Profile

- Cart Track 4) Typical Cross

Section &

Schedule 5) Running Cross

Section

6) Horizontal Alignment Report

7) Vertical

Alignment Report 8) GPS Pillar

Details

1) Consented by IE 2) Consented by IE

3) Consented by IE


6) Consented by IE


5) Running Cross sections -

Revision duly

incorporating comments in

compliance with

IE's observations is awaited

1) Plan and Profile -

Main Carriageway


Service/Slip Road


Cart Track 4) Typical Cross

Section & Schedule

5) Running Cross Section

6) Horizontal

Alignment Report 7) Vertical Alignment

Report

8) GPS Pillar Details

1) Consented by IE

2) Consented by IE

3) Consented by IE 4) Returned by IE

5) Consented by IE


8) Consented by IE

4) IE has sought

Justification for

changes in the typical cross sections in

comparison to the

sections provided in the CA (schedule- B).

The Concessionaire

submitted their proposal, which is

not in order

B

Cross

Drainage

Works

1) Pipe Culverts 2) Box Culverts

3) Major Bridge

4) Minor Bridges 5)Miscelleneous

Drawings

1) Consented by IE

2) Consented by IE

3) Consented by IE

4) Consented by IE

5) Consented by IE

-----

1) Pipe Culverts 2) Box Culverts

3) Major Bridge

4) Minor Bridges 5)Miscelleneous

Drawings

1) Consented by IE

2) Consented by IE

3) Consented by IE

4) Consented by IE

5) Consented by IE

C

Interchang

es, Major

Intersections, Grade

Separators

and Underpasse

s

1) Major Junction - Plan and Profile

2) Minor Junction

- Plan and Profile 3) Vehicular

Underpasses

4) Cattle Underpasses

5) RCC Retaining

Wall Structures 6) MAC RES

Paraweb Soil Wall

(RE Wall)

1) Consented by IE


4) Consented by IE


-----

1) Major Junction -

Plan and Profile 2) Minor Junction -

Plan and Profile

3) Vehicular Underpasses

4) Cattle Underpasses

5) Details of RE wall Structures

1) Consented by IE

2) Consented by IE


5) Consented by IE

D

Toll Plaza

Layout, Toll

Collection

Systems and

roadway

near Toll Plaza,

Control

Centre

1) All toll plaza

related drawings

including Layout Plan, Site Details,

Island & Booth

Details, Tunnel Details, Canopy

Details, Control

block, Service Block Details

1) Consented by IE -----

1) All toll plaza related

drawings including Layout Plan, Site

Details, Island &

Booth Details, Tunnel Details, Canopy

Details, Control block,

Service Block Details

Consented by IE

E

Busbay and

Bus sheleter

with

furniture and

drainage

system

1) Layout Plan &

Sections - Bus

Bay

2) Layout Plan,

Section &

Elevation - Bus shelter

1) Consented by IE


1) Layout Plan &

Sections - Bus Bay

2) Layout Plan,

Section & Elevation -

Bus shelter

1) Consented by IE






F

Truck

Parking lay bye with

furniture

and drainage

system

1) Details of Truck Laybye

2) Details of

Truck laybye Toilet Block


-----

1) Details of Truck

Laybye 2) Details of Truck

laybye Toilet Block


-----

G

Road

furnitures

likeTraffic Signage,

Markings,

Safety Barriers

1) Typical Details

of Traffic Signs & Signage Layout

for the Corridor2)

W Beam Metallic Crash Barrier

Details &

Schedule3) Road Marking Details4)

Toll plaza sign

boards5) Delineator Details

& Schedule6)

Details of Road Studs &

Schedule7) Details

of Pedestrian Guard Rail &

Schedule8)

Typical Details of Median

openings9) Details

of Kilometer stone, Hectometer

stones & Guard

Posts & Schedule10)

Details of

Shoulder mounted Cantilever

Gantry11) Details

of Overhead Gantry12) Details

of Boundary

Stones13) Details of Median

Openings14) RUB

Diversion plan

1) Consented by IE


4) Consented by IE


7) Consented by IE


10) Consented by IE


13) Consented by IE

14) Consented by IE

-----

1) Typical Details of

Traffic Signs &

Signage Layout for the Corridor

2) W Beam Metallic

Crash Barrier Details & Schedule

3) Road Marking

Details 4) Toll plaza sign

boards

5) Delineator Details & Schedule

6) Details of Road

Studs & Schedule 7) Details of

Pedestrian Guard Rail

& Schedule 8) Typical Details of

Median openings

9) Details of Kilometer stone,

Hectometer stones &

Guard Posts & Schedule

10) Details of

Shoulder mounted Cantilever Gantry

11) Details of

Overhead Gantry 12) Details of

Boundary Stones

13) Details of Median Openings

1) Returned by IE

2) Consented by IE 3) Service Road not

submitted

4) Yet to be submitted 5) Consented by IE

6) Consented by IE


9) Consented by IE


12) Consented by IE

13) Consented by IE

1) Corrections in compliance with IE's

observations is

awaited. 3)Road marking

schedule for Service

Road not submitted 4) Submission is

still awaited

6)one drawing correction is to be

done.

H

Road Drainage

Measures

1) Earthen Drain

Plan and Profile

2) RCC Drain

Plan and Profile

1) Consented by IE


1) Earthen Drain Plan

and Profile

2) RCC Drain Plan

and Profile

1) Returned by IE

2) Returned by IE

1) IE has sought

justification on the locations, where the

provision of drain is

not provided.

2)corected drawings

not submitted till

date

I

Typical

Details

Slope Protection

Measures

1) Details of Embankment

Protection and

Schedule 2) Details of

Energy

Dissipation Basins 3) Details of Drain

and Drain Slab

4) Details and Schedule of

Median Chute

5) Schedule for Edge Kerb

6)Gabion wall

1) Consented by IE


4) Consented by IE

5) Consented by IE 6) Still awaited

-----

1) Details of Embankment

Protection and

Schedule 2) Details of Energy

Dissipation Basins

3) Details of Drain and Drain Slab

4) Details and

Schedule of Median Chute

5) Schedule for Edge

Kerb

1) Consented by IE

2) Consented by IE 3) Yet to be submited

4) Consented by IE

5)Consented by IE

3) Submission

awaited





J

Landscapin

g and horiticultur

e

1) Typical Cross

section for Plantation &

Schedule


1) Typical Cross

section for Plantation

& Schedule

1)Returned by IE

1) Corrections in

compliance with IE's observations is

awaited.

K Pedestrian

Crossings

1) Pedestrian

Underpasses 1) Consented by IE -----

1) Pedestrian

Underpasses 1) Consented by IE -----

L Street

Lighting

1) Street Lighting

Layout 2) High Mast

Lighting Details

3) VUP lighting Details

4) Lighting Plan in

Truck laybye & Bus bay

5) Miscellaneous

electrical drawings including Single

Line Diagrams,

Equipment Layout of service block,

Illumination &

SW socket plan of service block,

Earthing Plan,

Cable Routing Plan, Illumination

Plan - Canopy,

Illumination plan - Control Block,

SW Socket Plan -

Control Block,

Lighting

Protection Plan -

Control Block, illumination and

SW socket Plan -

Booths

1) Consented by IE


4) Consented by IE

5) Consented by IE

-----

1) Highway Lighting

Plan and SLD

2) SLD for Toll Plaza Area

3) VUP Lighting

Details 4) Service Road Plan

and SLD

5 Bus bay Lighting Plan

6) Miscellaneous

electrical drawings including Single Line

Diagrams, Equipment

Layout of service block, Illumination &

SW socket plan of

service block, Earthing Plan, Cable Routing

Plan, Illumination Plan

- Canopy, Illumination plan - Control Block,

SW Socket Plan -

Control Block,

Lighting Protection

Plan - Control Block,

illumination and SW socket Plan - Booths


3) Consented by IE


6) Consented by IE

-----

M

Rain water

harvesting

Structure drawings

Consented by IE

Consented by IE -----

Note:

1). Submission of as built drawings as per Article 12.3 (g) and Schedule H of Concession Agreement is still awaited from Km 105 to Km 221+500.

2). As per the instruction of the Chairman, NHAI the design booklets hard copies from Km 40+000 to 221+500 are submitted and some more balance are still

awaited (The Concessionaire submitted soft copies from Km 40+000 to 105+000 excluding RE walls, Minor bridges at Km 77+950 and 96+290).

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