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NATIONAL HIGHWAYS AUTHORITY OF INDIA

(MINISTRY OF ROAD TRANSPORT & HIGHWAYS)

GOVERNMENT OF INDIA

Four - Laning of Panvel - Indapur Section

Of NH-17 (Presently, NH-66) From Km 0.000 to 84.000 In The State Of Maharashtra

(Package No: NHDP - III/DL4/05)

Monthly Progress Report No - 52

May 2016

Yongma Engineering Co., Ltd.

Feedback Infra Private Limited.

In Association with

Panvel-Indapur MPR No-52 May ’16 Page 1

TABLE OF CONTENTS

Page

Executive Summary 03

1.0 THE PROJECT 08

1.1 Project Background 08

1.2 Project Location 09

1.3 Terrain and Alignment 10

1.4 Salient Features 11

1.5 Project Milestones 27

1.6 Location Map 27

2.0 THE ESTABLISHMENT 30

2.1 Project Organisation 30

2.2 Plant & Machinery 34

3.0 PROGRESS OF WORKS 37

3.1 Land Handing Over 38

3.2 Tree Cutting 38

3.3 Utility Shifting 38

3.4 Design Review 40

3.5 Progress of Major Works 42

3.6 Miscellaneous Works 47

3.7 Status of Project Facilities 47

3.8 Overall Physical / Financial Progress 47

4.0 QUALITY CONTROL & QUALITY ASSURANCE 54

4.1 Quality Control & Quality Assurance 54

4.2 Compliance / Non-Compliance 54

4.3 Routine Inspection by Independent Engineer 54

5.0 TRAFFIC & SAFETY 91

5.1 Safety Issues 91

5.2 Accident Data 91

5.3 Maintenance of Existing Highway 91

6.0 CONTRACTUAL MATTERS 93

6.1 Changes of Scope 93

6.2 Project Milestones 96

6.3 Request by Concessionaire for Extension of Concession Period 97

7.0 CRITICAL ISSUES AND RECOMMENDATIONS 98

8.0 PROJECT PHOTOGRAPHS 100


Appendices Page

A Comments on Concessionaire’s Monthly Progress Report 101

B Weather 102

C Important Visits 103

D Minutes of Progress Review Meeting 104

E Site Inspection Notes by Independent Engineer 105

F Letters from NHAI to Independent Engineer 112

G Letters from Concessionaire to Independent Engineer 114

H Letters Issued by Independent Engineer 115

I Accident Data & Observation 118

J Highway - Progress 120

K Structures - Progress 121

L Status Of Vehicular Underpasses - Progress 141

M Status Of Pedestrian Underpasses - Progress 144

N Slab/Box Culverts - Progress 148

O Pipe Culverts - Progress 151

P Status of Calibration of Plants & Equipments 155


Executive Summary

National Highways Authority of India (NHAI) has entrusted the work of design,

construction, development, finance, operation and maintenance of Four-Laning of the

Panvel - Indapur section of NH-17 (Presently, NH-66) in the state of Maharashtra under

NHDP phase - III on DBFOT basis (Package No : NHDP-III/DL4/05) to the Concessionaire

Supreme Panvel-Indapur Tollways Pvt. Ltd. (SPITPL). Concessionaire has deployed two EPC

Contractors for the construction of the Project (M/s Mahavir Roads and Infrastructure Pvt.

Ltd. and M/s Supreme Infrastructure India Limited). M/s Yongma Engineering Co., Ltd. in

association with M/s Feedback Infra Private Limited has been appointed as the Independent

Engineer [IE] for the Project.

The Project stretch runs in plain and short stretch of hilly terrain. The Project includes

6 nos. Major Bridges, 23 nos. Minor Bridges, 1 no. Flyover, 3 nos. ROB’s, 11 nos. Vehicular

Underpasses, 15 nos. Pedestrian/Cattle Underpasses, 135+1 nos. Box/Slab Culverts,

208+20 Pipe Culverts and 2 nos. Toll Plaza’s. The length of service road on LHS is 19.79

Km at on RHS is 17.76 Km totaling to 37.55 Km. and mostly located at urban areas of the

Project highway. The Panvel - Indapur section passes through the towns of Pen, Vadkhal,

Nagothane, Kolad and ends at km 84 before Indapur town.

Concession Agreement was signed on 21-01-2011 and the Appointed Date was 19-12-2011.

The scheduled date of completion of construction was 16-06-2014 (with 910 days

construction period).

Shifting of electrical poles, lines and MJP water pipeline are still very slow. Shifting of ISPAT

water pipe line is still in progress. CIDCO water pipeline shifting is in advanced progress.

The quantities and percentage progress reported by Concessionaire are on much higher

side. Also, the lengths of highway works reported are more than actual lengths completed

at site. Independent Engineer approximately estimated the progress details. Though the

scheduled construction period is over by 16-06-’14, the cumulative achieved Physical

Progress is 42.97 % as against Scheduled Physical Progress of 99.15 %. That means, the

slip is 56.18 %. The cumulative achieved Financial Progress (excluding IDC) is Rs. 574.89

Crores (52.98%) as against scheduled Financial Progress of Rs. 1187.97 Crores (98.53 %).

Karnala Bird Sanctuary Core Portion (1.5 Km length) : Proposal for diversion of

forest land (1.65 Ha) submitted to Regional Office, MoEF, Nagpur.

Very Slow Progress of RE Wall Works: The construction of RE wall started long back

and not much progress is observed. This is major critical activity of the Project.

Very Slow Progress of Structures: The progress of structures (especially, major

bridges, flyovers and ROB’s) is very slow. Concessionaire should improve the progress of

structures. Overall progress is only 40 %. Out of the total 26 underpasses not even single


underpass structure and its approaches is completed so far. No bridge is open to traffic so

far.

Change of Scope Proposals: Concessionaire has submitted many Change of Scope

proposals. Some of them are still pending with NHAI for decision. Our records show that

Concessionaire has not submitted necessary clarifications /details for the following Changes of

Scope in spite of several reminders:

Sl No

Description of Change of Scope

Status

1 Deletion of Palaspe Flyover at Ch. 0+260

Approved in principle by NHAI. Concessionaire has not submitted detailed quantities in proper order so far.

2 Nallah diversion through box culvert at Ch. 4+900 to 4+993

Clarifications are yet to be submitted by Concessionaire.

3 Deletion of pipe culvert at Ch. 22+798

Concessionaire is advised to submit clarifications.

4 VUP at 23+450 (Hamarapur) on RHS main carriageway.

Proposal to be modified by Concessionaire considering that the additional VUP (as envisaged in CA) to be constructed at this location. Concessionaire is advised to submit details.

5 Exit/Entry Ramps at Start and End of Service road

Compliance to the observations not yet submitted.

Project Milestones

The statues of various project milestones are given below:

Milestone Description Scheduled

Date Progress

Requirements Status

Milestone-I First anniversary of the Appointed Date

19-12-2012

Physical Progress : Not less than 25%

Expended Cost : Not less than 25% of total capital cost

Milestone - I was achieved on 01-05-’13. (That is during Extension of Time period). EOT is approved by the Executive Committee of NHAI.

Milestone-II Second anniversary of the Appointed Date

19-12-2013

Physical Progress : Not less than 65%

Expended Cost : Not less than 65% of total capital cost

Executive Committee of NHAI has given Extension of Time (EOT) for achievement of Milestone-II upto 31-10-2015. Concessionaire has not achieved this target.

Four Laning (Project Completion)

910th day from the Appointed Date

16-06-2014

Four Lane completion in accordance with Concession Agreement

Concessionaire has not achieved Four Laning (Project completion) by scheduled date. Concessionaire has submitted request for Extension of Time (EOT) for Four - Laning upto November 2016. Executive Committee of NHAI has given approval for Extension of Time (EOT) upto 31-03-2016 (except eco-sensitive zone). Concessionaire has not achieved this target.


Very Slow Progress of Works:

(a) During the month under review no major work was in progress in section-1. In section-2, some

works on bridges and highway were in progress. The Four - Laning length of highway works

completed (m) during these months and summary of progress of structures are given below:

Description Jan. ‘16 Feb. ‘16 March ‘16 April ‘16 May ‘16

Embankment 195 200 0 100 110

Subgrade 205 120 746 100 115

Granular Sub base (GSB) 320 390 390 200 160

Wet Mix Macadam (WMM) 530 125 305 0 305

Dense Bituminous Macadam (DBM) 245 300 270 0 602

Bituminous Concrete (BC) 1,750 55 650 190 1,337

Summary of Progress of Structures

Sl No

Description Total Nos Completed Work in Progress

Not yet Started

1 Major Bridges 6 0 6 0

2 Flyovers 2 0 0 1 (1 no deleted)

3 ROB’s 3 0 1 2

4 Minor Bridges 23 7 14 2

5 Vehicular Underpasses 11 0 6 5

6 Pedestrian Underpasses 15 0 6 9

7 Pipe culverts 208+20 41 80 107

8 Box culverts 135+1 35 79 22

(b) The works for Rest area, busbays, truck laybyes etc. are not yet started.

(c) There are many stretches where highway works can be taken up. But, due to lack of resources

such as fund, machinery and manpower all available work fronts are not tackled.

Safety Issues : Many safety issues were identified and notified to the Concessionaire. The safety

issues observed are mainly improper diversion, shoulder drop, road side deep cutting, non-

demarcation of construction zone, lack of sign boards, damaged crash barriers, non-painting of

speed breakers / rumble strips etc. Many letters / show cause notices / NCR’s have already been

issued to the Concessionaire to improve the safety situation.

Pending Designs and Drawings: Some design and drawings for highway and structures are

still pending with Concessionaire. An updated list was issued to Concessionaire. In spite of

several reminders no action is taken by Concessionaire.

Non-Closure Of NCR’s, Site Inspection Reports, Audit Reports: Concessionaire has not

closed out many NCR’s, Site Inspection Reports / Audit Reports in spite of several reminders.


Non-closure of such NCR’s/Site Inspection Report/Audit Reports/ letters on quality issues etc.

is of major quality concern and will lead to contractual complications. Independent Engineer

has issued many reminder letters on the same.

Insufficient Resources: Concessionaire has not mobilised sufficient resources such as fund,

manpower, machinery, plant etc. Resources mobilised are very less. Construction works were

held up many times for want of fund, cement, bitumen, diesel, manpower, machinery and

other resources etc.

Status of ROB Approvals: The following is the status of approval of ROB’s:

Sl

No

Chainage

(Km) Location Status

1 16+062

Kharpada

Railway Ch. 90/973

(Apta - Jite

Station)

(1) GAD (General Arrangement Drawing) - Approved by Railways.

(2) SAD (Structure Arrangement Drawing) - Done (3) TAD (Temporary Arrangement Drawing) - Done

(4) CRS (Commissioner Railway Safety) - Sanction Obtained (5) P & E charges deposited by NHAI

(6) Codal charges not paid by Concessionaire.

2 28+283

Pen

Railway Ch. 104/035

Pen – Kasu station

(1) GAD (General Arrangement Drawing) - Approved by Railways. (2) SAD (Structure Arrangement Drawing) - Done

(3) TAD (Temporary Arrangement Drawing) - Done (4) CRS (Commissioner Railway Safety) - Sanction Obtained

(5) P & E charges deposited by NHAI

(6) Codal charges not paid by Concessionaire.

3 33+877

Wadkhal Bypass

Railway Ch. 109/0 to 109/9

ISPAT siding

(1) GAD (General Arrangement Drawing) - Approved by Railways.

(2) SAD (Structure Arrangement Drawing) - Not Submitted

(3) TAD (Temporary Arrangement Drawing) - Not Submitted to Railways

(4) CRS (Commissioner Railway Safety) - Sanction not Obtained (5) Codal charges not paid by Concessionaire

Details of Utility Shifting:

Sl No

Description Total Length / nos

Affected Length (m)

Progress Main Carriageway

Service Road

1

ZP Water Pipeline (50mm, 90mm, 100mm, 150mm GI pipes)

8,465 m 8,465 0

1,400 m completed

0+500 to 1+200 (both sides)

2 CIDCO Water Pipe line (1500mm dia MS Pipe)

4,895 m + 180m crossing

2,030 2,865

3040 m pipe laid,

23+680 to 26+120 - 2440 m

17+700 to 18+300 – 600 m

430 m laying in progress.

17+200 to 17+700 - 500 m

3

JSW ISPAT Water Pipe Line (1200mm GI pipe +400m MGI Pipe)

21,970 m 7,660 4,530

18,285 m pipe laid.

38+070 to 45+020 - 6950 m

45+355 to 48+890 - 3535 m

49+100 to 49+300 - 200m

49+520 to 55+620- 6100 m

56+150 to 57+650 - 1500 m


4 MJP Water Pipe Line

23,720 m 11,240 4,360

14,005 m pipe laid

38+610 to 43+753 - 5143

44+300 to 44+820 - 520

45+435 to 46+600 - 1165

46+598 to 47+150 - 552

47+450 to 48+200 - 750

48+320 to 48+550 - 230

49+090 to 52+750 - 3660

53+020 to 53+935 - 915

56+220 to 56+280 - 60

56+340 to 56+570 - 230

56+780 to 57+260 - 480

57+320 to 57+620 - 300

5 MSEDCL Electrical Lines & Poles

665 nos. HT Poles

841 nos. LT Poles

96 nos. HT Crossings

138 nos. LT Crossings

3 nos. River Crossings

205 poles shifted

3 crossings completed

6 Reliance Gas Pipe Line

690 m By modifying the pier configuration this shifting can be avoided.


1.0 THE PROJECT

1.1 Project Background

The National Highway Authority of India (NHAI) has decided to take up the

development of various National Highways Stretches / Corridors under the National

Highways Development Programme (NHDP). NHAI had accordingly invited proposals by

its Notice Request for Qualification No. NHAI/NHDP-III/MAHA/BOT/PI dated 29-01-

2010 (the "Request for Qualification" or "RFQ") for short listing of bidders for

construction, operation and maintenance of the of NH-17 (Presently, NH-66) on DBFOT

basis and had shortlisted certain bidders including, the consortium comprising M/s

Supreme Infrastructure India Ltd., M/s China State Construction Engineering (Hong

Kong) Ltd. and M/s Mahavir Roads and Infrastructures Private Ltd. with M/s Supreme

Infrastructure India Ltd. as its Lead Member. Further, NHAI had accepted the bid of

the Consortium and issued its Letter of Award No. NHAI/BOT-I/11012/62/2005/14902

dated 28-10-2010 to the Consortium. On 21-01-2011, NHAI entered into agreement

with Consortium “Supreme Panvel Indapur Tollways Private Limited (SPITPL)” as

Concessionaire, a company incorporated under the provisions of the Companies Act,

1956 and having its registered office at Supreme City, Hiranandani Complex, Powai,

Mumbai - 400076, Maharashtra, India, for execution of the Project on DBFOT basis.

Thus, National Highways Authority of India (NHAI) has entrusted the work of design,

construction, development, finance, operation and maintenance of Four-Laning of the

Panvel - Indapur section of NH-17 (Presently, NH-66) sin the state of Maharashtra

under NHDP phase - III on DBFOT basis (Package No : NHDP-III/DL4/05) to the

Concessionaire M/s Supreme Panvel-Indapur Tollways Pvt. Ltd. (SPITPL).

Concessionaire has deployed two EPC Contractors for the construction of the Project.

M/s Yongma Engineering Co., Ltd. in association with M/s Feedback Infra Private

Limited has been appointed as the Independent Engineer [IE] for the Project.

The Project is having 84.6 Km length, located in the state of Maharashtra passing along

and adjacent to the Arabian Sea coast. The Project basically constitute upgradation

involving construction of 4-lanes highway including bridges, widening and rehabilitation

of existing bridges and culverts, elevated structures, ROB’s, wayside amenities,


realignment, bypasses etc. The Project forms part of the National Highway

Development Project (NHDP Phase-III) Programme.

1.2 Project Location

The Panvel - Indapur section of NH-17 (Presently, NH-66) is located in the district of

Raigarh, which in turn is located in the State of Maharashtra. The State lies in the

western part of the Indian peninsula and is surrounded by the States of Gujarat,

Madhya Pradesh, Chhattisgarh, Andhra Pradesh and Karnataka.

Maharashtra has an area of 307,690 sq. km with a population of 96,752,247 and

Mumbai is the state capital. The population density per sq. km is 314.44. It has a

literacy rate of 77.3 %, the second highest in the country, against the average Indian

scenario of 65.4 %. More than 900 educational institutions provide 1,69,000 technical

manpower each year and 30% share of new patents, setting the pace for innovation in

India. There are in all 35 districts in Maharashtra. Raigarh district is situated in the

western part of Maharashtra. Raigarh district is surrounded by Thane district in the

north; Pune district in the east; Ratnagiri district in the south; and the Arabian Sea in

the west. According to 2001 census, the population of Raigarh was 2,205,972 with

population density of 309 persons per Sq Km. The district, being a part of Konkan

region receives heavy rainfall during the monsoon.

The National Highway No-17 (Presently, NH-66) is on the west coast linking Panvel

(Maharashtra) and Cochin (Kerala). This section of the National Highway is heavily

trafficked by both passenger vehicles and freight transport vehicles. To meet the need

for road safety and development of the area, Government of India through the

National Highways Authority of India (NHAI) is implementing the Project of

strengthening and widening of the existing two-lane roadway to a four-lane dual

carriageway. Apart from the four laning, flyovers, vehicular underpasses, pedestrian

underpasses, service roads, highway traffic management systems and other road

safety measures will be provided in these sections. The concession period is 21 years

including construction period of 910 days (approximately 2.5 years). The

implementation of the Project will reduce the time and cost of travel for traffic plying

between Panvel and Indapur in the Raigarh district of Maharashtra State. It will also

add to the development of tourism in the State.

NH-17 (Presently, NH-66) mainly traverses through the west coast of India, sometimes

touching shores of Arabian Sea. This highway touches the Arabian Sea at Maravanthe

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

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


in Karnataka and Thalassery in Kerala. It passes through the States of Maharashtra,

Goa, Karnataka and Kerala.

NH-17 (Presently, NH-66) start from the junction with NH-4B near Panvel connecting

Indapur, Mahad, Rajapur, Kudal in Maharashtra, Panaji and Margoa in Goa, Karwar,

Honavar, Udupi, Mangalore in Karnataka, Kasaragod, Kannur, Ponnani, Edappalli etc.

NH-17 (Presently, NH-66) allows for movement of goods by trucks from hinterland to

major sea ports of India. The trade and commerce in the region has increased due to

expansion of markets for agricultural and sea food produced in the region connected

by this highway.

The Project stretch runs in plain and short stretch of hilly terrain. The Project includes

6 nos. Major Bridges, 23 nos. Minor Bridges, 2 nos. Flyovers, 3 nos. ROB’s, 11 nos

Vehicular Underpasses, 15 nos. Pedestrian / Cattle Underpasses, 136 nos. Box/Slab

Culverts, 228 Pipe Culverts and 2 nos. Toll Plaza’s. The length of service road on LHS is

19.79 Km at on RHS is 17.76 Km totalling to 37.55 Km. and mostly located at urban

areas of the Project highway. The Panvel - Indapur section passes through the towns

of Pen, Vadkhal, Nagothane, Kolad and ends at Km 84 before Indapur town.

1.3 Terrain and Alignment

The Project passes primarily through plain & rolling terrain except for the two small

Ghat sections (Km 8 to 9 & Km 64 to 66) where the terrain can be classified as hilly.

The alignment is single carriageway comprising two lanes with width ranging from 7 m

to 10 m and earthen shoulder on either side. The alignment is generally straight with

reasonably large radii curves that are generally appropriate for high speeds except for

some sharp curves in the Karnala Bird Sanctuary portion and Sukheli Khind ghat

section. In these hilly stretches the alignment follows a winding path and several sharp

curves with limited sight distance are present. These curves need to be redesigned to

the extent possible within the available ROW and the overall visibility improved. In the

plain / rolling stretch the highway is not having any major cutting and filling whereas in

the Ghat areas some sections involve large to deep cuts. About 80 % of the Project

Highway runs on an embankment of 1.0 to 2.0 m height. However, significant

variations in heights of embankment are observed at low-lying fields and also at bridge

approaches.

The highway passes through rural agricultural areas and villages, such as Pen (Km

26+600 to 30+000), Wadkhal (Km 32+000 to 34+600), Nagothane (Km 53+000 to

56+200) and Kolad (Km 71+500 to 74+000). The adjoining land use is predominantly

barren with patches of agricultural land, forest and built-up locations. The highway

passes through several towns and many villages some of which have settlements in

close proximity of the highway.


The existing highway has a single two-lane carriageway with pavement width varying

from 10 m to 11.0 m and 1.0 m wide soft shoulder on either side till Km 33. Beyond

this, the width is 7.0 m with soft shoulders of 1.5 to 2.0 m, till the end of the Project.

The highway is on an embankment for most of the length except in Ghat areas from

Km 8 to 9 and Km 64 to 66 where it lies in cutting. The embankment height in general

varies between 1.0 to 5.0 m but there are several locations where it is less than 1m.

However, there is no history of submergence or overtopping of the pavement at these

locations. The depth of cutting in Ghat Sections varies between 1.0 to 10.0 m. The

pavement condition is found to be fair to good for the almost the entire length except

for the stretch from Km 20 to 25 and Km 40 to 42 where substantial raveling and

rutting is observed. The riding quality as such also varies from fair to quite good. Most

of these stretches have been overlaid recently by the Department.

No organised drainage system exists along the Project Highway. However, the highway

level is sufficiently raised and earthen drains have been constructed to drain the

surface water to the nearby culverts. At some locations, lined drains have also been

constructed adjacent to the shoulders. Local enquiries reveal that there is no history of

overtopping of the road at any location.

1.4 Salient Features

Contract data is given in Table 1.1. Salient features are given in Table 1.2.

Table 1.1 Contract Data

Description Details

Name of Project

Design, Construction, Development, Finance, Operation and Maintenance of Four-Laning of Panvel-Indapur section of NH-17 from Km. 0+000 to 84+000 in the State of Maharashtra under NHDP Phase-III on DBFOT Basis.

Package No. NHDP-III/DL4/05

Source of Funding DBFOT Basis

Client/Employer National Highway Authority of India (NHAI), G-5 & 6, Sector 10, Dwaraka, New Delhi. PIN: 110 075

Concessionaire Supreme Panvel Indapur Tollways Private Limited, 9th Floor, (901-905), Millennium Tower B, Opp. IFFCO Chowk, Metro Station, M.G. Road, Gurgaon-122 002, Haryana-India.

Independent Engineer

Yongma Engineering Co., Ltd.

24, Dunchon-daero 388 beon-gil, Joongwon-Gu, Seongnam-Si, Gyeonggi-Do (Sangdaewon-Dong, Woolim Lions Valley 3rd 12F), 462-819, KOREA

in association with

M/s Feedback Infra Private Limited.

15th Floor, Tower 9B, DLF Cyber City Phase-III, Gurgaon.

PIN : 122 002


Description Details

Project Management Consultants

State Bank of India, the Lead Lender, have appointed M/s. KPMG, as Project Management Consultant from 15-12-2015 to primarily monitor the project progress on behalf of the Lead Banker and to review Running Account Bills being raised to the Concessionaire

EPC Contractors

Ch. 0+000 to 42+000: M/s Mahavir Roads and Infrastructure Pvt. Ltd, 5, Basement, Vasant Industrial Estate, Saki-Vihar Road, Sakinaka, Andheri (E), Mumbai.

Ch. 42+000 to 84+000: M/s Supreme Infrastructure India Limited, Supreme House, 94/C, Pratap Gad, Opp. IIT Main Gate, Powai, Mumbai - 400 076

Date Concession Agreement signed

21-01-2011

Development Period 21-01-2011 to 18-12-2011

Appointed Date 19-12-2011

Concession Period 21 years (19-12-2011 to 18-12-2032)

Letter of Acceptance NHAI/BOT-1/11012/62/2005/14902

Scheduled Construction Completion Date

16-06-2014 (910 days construction period)

Project Cost as per (Concession Agreement)

942.69 Rs. Crores

Project Cost (As Reported by Concessionaire)

1205.72 Rs. Crores

Annual Premium 33.95 Rs. Crores (to be increased by 5% yearly)

Table 1.2 Salient Features

Description Length/ Nos.

Length of the project 84.6 Km

Major Bridges 6 Nos.

Minor Bridges 23 Nos.

Slab/Box culverts 135+1 Locations

Pipe culverts 208+20 Locations

Flyovers 2 Nos. (1 no. deleted)

ROB’s 3 Nos

Pedestrian Underpasses

15 nos.

[14 as per CA + 2 additional as per CA + 1 additional as per COS - 2 converted to VUP as

per COS]


Description Length/ Nos.

Vehicular Underpasses

11 nos.

[7 as per CA + 2 additional as per CA + 2

converted to VUP as per COS]

Major Intersections 12 Nos.

Minor Intersections 94 Nos.

Main Line Toll Plaza

2 Nos (Design Chainage 15+000 & 66+775)

1) Kharpada - (Ch. 15+000) : 6+6 (Excluding one lane in each direction for oversized vehicle)

2) Sukheli - (Ch. 66+775) : 3+3 (Excluding one lane in each direction for oversized vehicle)

Busbays 52 Nos

Truck Layby 4 Nos (Design Chainage 3+145 LHS, 5+654 RHS, 62+749 LHS and 63+513 RHS)

Rest Area 1 No. (Design Chainage 60+300 RHS)

Panvel-Indapur MPR No-52 May ’16

Table 1.3 Details of Major Bridges

Sl. No.

CA Chainage

(Km)

Design Chainage

(Km)

Name of the River

Details of Existing Structures Details of the Proposed Structures

Type of Superstructu

re

No. of Spans x Span Length (m)

Width of bridge

(m)

Remarks Total

Length (m)

Width (m)

Remarks

1 15+480 15+878 Kharpada

RCC Girder (2 span x 27.0 ) +

10.90 To be retained with repair and

rehabilitation.

12.00

(2 lane)

New Construction on

LHS side. Span over railway line to be

finalised in consultation with railway authority.

PSC Girder (5 spans x 42.50 ) +

RCC Girder (10 spans x 27.80 ) +

RCC Girder (1 span x 14.41 ) + 817.755

PSC Girder (1 span x 38.20 ) +

RCC Girder (1 span x 21.987 ) +

RCC Girder (7 spans x 27.80 )

2 20+097 20+144 Balganga RCC Girder & deck slab

(1 span x 16.50 ) + (2 span x 21.50 ) +

( 1 span x 16.50 )

8.450 To be retained with repair and

rehabilitation

76 12.00

(2 lane) New Construction on RHS side.

3 26+152 26+188 Bhogeshwari MS I - Girder & RCC Deck

(10 spans x 12.80 ) 7.850 Dismantling and reconstruction

128 2 x 12.00 (4 lane)

New Construction

4 44+119 44+155 Nigade RCC Girder & deck slab

(1 span x 12.60 ) + (1 span x 12.20 ) +

(1 span x 17.00 ) + (3 spans x 19.50 ) +

(1 span x 12.20 ) + (1 span x 12.60 )

8.100 To be retained with Repair and rehabilitation

125.1 12.00


5 58+857 58+857 Amba CR Masonry arch deck

(9 spans x 10.65 ) 6.900 Existing bridge to be abandoned.

95.85 2 x 12.00 (4 lane)

New Construction.

6 72+876 72+936 Kundalika CR Masonry arch deck

(12 spans x 10.50 ) 6.70 To be retained with Widening.

126 12.00



Table 1.4 Details of Minor Bridges

Sl

No

CA

Chainage

(km)

Design

Chainage (Km)

Name of

River

Details of Existing Structure Proposed Structure

Type of

Superstructure

No. of Spans x

Span Length (m)

Width (m) Remarks

Total

Length (m)

Width Of

Bridge (m)

Remarks

1 0+544 0+544 Local Nallah RC Beam & Deck slab 3 spans x 6.70 12.90 Repair, Widening on both

side. 20.10

27.50

(4 lane)

Concentric widening

of existing bridge.

2 9+363 9+363 Local Nallah RCC Solid Slab (40

skew ) 2 spans x 7.10 11.10

Dismantling and New

Construction. 18.00

25.00

(4 lane) New Construction.

3 20+780 20+754

RCC Solid Slab 4 spans x 6.80 13.00 Repair and rehabilitation. 27.20 12.00

(2 lane)

New Construction on

LHS side.

4 29+728 29+728 Vashi Nallah RCC Solid Slab 3 spans x 7.10 12.60 Repair and rehabilitation. 21.30 12.00

(2 lane)

New Construction on

LHS side.

5 30+557 30+557 Uchede

Nallah

RCC Solid Slab (250

skew ) 2 spans x 6.10 12.40

Widening with Repair and

rehabilitation. 12.20

27.50

(4 lane)

Concentric widening

of existing bridge.

6 52+089 52+155 Nidi RCC Solid Slab (16.30

skew ) 4 spans x 8.80 12.05 Repair and rehabilitation. 35.20

12.00

(2 lane)

New Construction on

RHS side.

7 57+926 57+997 Patansai

CR Masonry arch

extended by RCC solid slab on both

side

4 spans x 4.00 12.00 Repair and rehabilitation. 16.00 12.00


8 59+335 59+396 Canal

Crossing RCC Solid Slab 1 span x 10.70 8.50

Widening with repair and


12.00 (2

lane)

New Construction on

RHS side.

9 59+797 59+848 Godsai

CR Masonry arch

extended by RCC

solid slab 2 spans x 3.80 12.90 Repair and rehabilitation. 7.60

12.00

(2 lane)

New Construction on

RHS side.

10 62+285 62+133 Local Nallah RCC Solid Slab 2 spans x 4.60 13.00 Repair and rehabilitation. 9.20 12.00

(2 lane)

New Construction on

RHS side.

11 63+233 63+284 Canal

Crossing

CR Masonry arch


sides


(2 lane)

New Construction on

LHS side.

12 64+187 64+249 Canal

Crossing RCC Solid Slab 2 spans x 7.25 8.30



12.00

(2 lane)

New Construction on

RHS side.


Sl

No

CA

Chainage

(km)

Design

Chainage

(Km)

Name of

River

Details of Existing Structure Proposed Structure

Type of Superstructure

No. of Spans x

Span Length

(m) Width (m) Remarks

Total

Length

(m)

Width Of

Bridge

(m) Remarks

13 66+683 66+742 Nandavali RCC solid slab 2 spans x 4.70 12.10 Repair and rehabilitation. 9.40 12.00

(2 lane)

New Construction on

RHS side.

14 67+043 67+099 Local Nallah RCC solid slab 2 spans x 4.60 12.05 Repair and rehabilitation. 9.20 12.00

(2 lane)

New Construction on

RHS side.

15 67+820 67+878 Irrigation

Canal

RCC Solid Slab (510

skew )

(1 span x 9.95)

+ (1 span x

8.95) 7.70



27.50

(4 lane)

Concentric widening

of existing bridge.

16 68+927 68+988 Local Nallah

CR Masonry arch


sides


(2 lane)

New Construction on

LHS side.

17 69+081 69+140 Local Nallah RCC solid slab

widened on both side 3 spans x 3.70 12.50 Repair and rehabilitation. 11.10

12.00

(2 lane)

New Construction on

RHS side.

18 72+196 72+250 Mahisdara

Nallah

RCC I Girder (180

skew ) 3 spans x 18.30 8.00 Repair and rehabilitation. 54.90

12.00

(2 lane)

New Construction on

RHS side.

19 73+290 73+350 Godi Masonry arch & RCC cantilever slab

(1 span x 7.70)

+ (3 spans x 7.00) + (1 span

x 7.70)

13.65 Repair and rehabilitation. 36.40 12.00


20 77+744 77+804 Bhuvan

Nallah

CR Masonry arch

extended by RCC

solid slab on both side


(2 lane)

New Construction on

RHS side.

21 81+606 81+660 Vave Nallah RCC Solid Slab 3 spans x 7.45 12.20 Repair and rehabilitation. 22.35 12.00

(2 lane)

New Construction on

RHS side.

22 83+861 83+920 Canal

Crossing RCC Solid Slab 1 span x 6.40 8.15



12.00

(2 lane)

New Construction on

LHS side.

23 84+431 84+488 Indapur RCC Solid Slab 3 spans x 10.45 11.95 Repair and rehabilitation. 31.35 12.00

(2 lane)

New Construction on

RHS side.


Table 1.5 Details of Flyovers

Sl

No

CA

Chainage (Km)

Design Chainage

(Km Name of structure

Details Of Existing Structure Details Of Proposed Structure

Total Span

Length

Width

(m) Remarks

Total

Length

(m) Width (m) Remarks

1 0+250 0+250 Palaspe Junction Not Applicable 390 12.00

(2 lane) Proposed to be deleted

2 33+670 33+670 Wadkhal Bypass Not Applicable 1092 2 x 12.00

(4 lane)

Span over railway line to be decided in consultation

with railway authorities.

Table 1.6 Details of ROB’s

Sl

No

CA

Chainage

(Km)

Design

Chainage

(Km

Name of

structure

Details Of Existing Structure Details of proposed structures

Type of

Superstructure

Spans x

Length

Width

(m) Remarks

Total

Length

(m) Width Remarks

1 15+480 16+062 Kharpada PSC Girder and RCC deck slab

1 Span x 38.20 m

10.90 To be retained with repair and rehabilitation.

38.20 12.00 m (2 lane)

New Construction on LHS side.

2 28+283 28+283 Pen

MS Built-up ' I '

girder and RCC deck slab

2 Spans x

13.50 m 11.50

To be retained with repair

and rehabilitation. 135.00

12.00 m

(2 lane)

New Construction on

LHS side.

3 33+670 33+877 Wadkhal

Bypass - - -

28.00

2 x 12.0 m

(4 lanes) New Construction

Table 1.7 Details of RUB’s

Sl

No

CA

Chainage (Km)

Design

Chainage (Km

Details of Existing Structure

Name of

Structure

Type of

Superstructure

No. X size of

Openings Remarks

1 33+860 33+877 Wadkhal Steel girders 1 X 24 Abandoned since bypass is proposed - Due to Wadkhal bypass not applicable

2 56+560 56+560 Nagothane Steel girders 1 X 24 Widening not required as opening size is sufficient to accommodate 4 lane highway.

3 73+250 73+250 Kolad PSC girder and

RCC deck slab 3 X 26 Widening not required as opening size is sufficient to accommodate 4 lane highway.


Table 1.8 Details of Service Road (LHS) - As per Concession Agreement

Sl No

From (Km) To (Km) Length (Km)

Location

1 0+950 2+260 1.31 Palaspe

2 4+650 5+380 0.73 Chinchwan

3 13+440 14+210 0.77 Tara

4 17+950 18+970 1.02 Jite

5 25+340 26+060 0.72 Pen

6 26+370 28+000 1.63 Pen

7 28+460 29+590 1.13 Pen

8 29+950 30+480 0.54 Uchede

9 31+300 31+680 0.38 Wadkhal

10 37+080 37+800 0.72 Gadab

11 41+350 42+860 1.51 Kasu, Pandapur, Patni

12 44+710 45+810 1.10 Nigade

13 49+000 49+500 0.50 Koleti

14 55+090 56+590 1.50 Nagothane

15 67+910 68+830 0.92 Khamb

16 73+400 75+450 2.05 Kolad

17 75+940 76+500 0.56 Talavali

Total 17.09

Table 1.9 Details of Service Road (RHS) - As per Concession Agreement

Sl No

From (Km) To (Km) Length (Km)

Location

1 0+920 2+260 1.34 Palaspe

2 4+650 5+380 0.73 Chinchwan

3 13+430 14+210 0.78 Tara

4 17+950 18+970 1.02 Jite

5 26+760 28+000 1.24 Pen

6 28+510 29+600 1.09 Pen

7 29+950 30+470 0.52 Uchede

8 31+300 31+630 0.33 Wadkhal

9 34+100 34+640 0.53 Wadkhal

10 37+080 37+800 0.72 Gadab

11 44+570 45+600 1.03 Nigade

12 49+000 49+500 0.50 Koleti

13 54+840 56+530 1.69 Nagothane

14 67+920 68+830 0.91 Khams

15 73+400 75+450 2.05 Kolad

16 75+940 76+500 0.56 Talavali

Total 15.04


In addition to above, Concession Agreement has provision for providing additional length

of 5.40 Km Service Road. However, as per Concessionaire’s design the following are the

details of Service Road:

Table 1.10 Details of Service Road - LHS - As per Concessionaire’s Design

Sl No Location Chainage

Length (Km) Status From To

1 Palaspe 0+950 2+260 1.31 Concurred

2 Chinchwan 4+570 5+340 0.77 Concurred

3 Tara 13+470 14+400 0.93 Concurred

4 Jite 18+300 19+330 1.03 Concurred

5 Khopoli 25+330 26+050 0.72 Concurred

6 Pen 26+380 28+020 1.64 Concurred

7 Ramwadi 28+370 29+500 1.13 Concurred

8 Uchede 29+910 30+920 1.01 Concurred

9 Wadkhal 34+220 34+750 0.53 Not Submitted

10 Gadab 37+210 37+930 0.72 Concurred

11 Khapale 39+430 40+040 0.61 Not Submitted

12 Kasu 41+350 42+840 1.49 Concurred

13 Nigade 44+710 45+810 1.10 Concurred

14 Koleti 48+940 49+590 0.65 Concurred

15 Palas 50+490 51+220 0.73 Concurred

16 Nagothane 53+520 56+580 3.06 Concurred

17 Khamb 68+000 68+900 0.90 Concurred

18 Kolad 73+500 75+440 1.94 Concurred

19 Talavali 76+050 76+590 0.54 Concurred

Total (LHS) 20.81

Table 1.11 Details of Service Road - RHS - As per Concessionaire’s Design

Sl No

Location Chainage

Length (Km)

Status From To

1 Palaspe 0+920 2+260 1.34 Concurred

2 Chinchwan 4+570 5+340 0.77 Concurred

3 Tara 13+470 14+400 0.93 Concurred

4 Jite 18+300 19+330 1.03 Concurred

5 Pen 26+780 28+020 1.24 Concurred

6 Ramwadi 28+370 29+460 1.09 Concurred

7 Uchede 29+900 30+940 1.04 Concurred

8 Wadkhal 34+300 34+750 0.45 Concurred

9 Gadab 37+210 37+930 0.72 Concurred

10 Nigade 44+570 45+600 1.03 Concurred

11 Koleti 48+940 49+590 0.65 Concurred

12 Palas 50+490 51+220 0.73 Concurred

13 Nagothane 53+520 56+530 3.01 Concurred

14 Khamb 68+000 68+900 0.90 Concurred

15 Kolad 73+500 75+455 1.95 Concurred

16 Talavali 76+050 76+590 0.54 Concurred


Total (RHS) 17.42


Table 1.12 Details of Vehicular Underpasses as per Concession Agreement

Sl

No

Chainage (Km) Opening Size (m)

Width

(m) Village

Anticipated Type As per CA As per Design

1 4+992 5+000 2 x 12 x 5.5 24.0 Chinchwan RCC Solid slab

2 25+873 25+860 2 x 12 x 5.5 12.0 Khopoli Junction RCC Solid slab

3 28+040 27+760 2 x 12 x 5.5 24.0 Pen RCC Solid slab

4 31+660 30+930 1x 12 x 5.5 24.0 Wadkhal Bypass RCC Solid slab

5 32+465 32+485 1 x 6 x 5.0 24.0 Wadkhal Bypass RCC Solid slab

6 55+968 56+060 2 x 12 x 5.5 24.0 Nagothane RCC Solid slab

7 73+699 73+760 2 x 12 x 5.5 24.0 Kolad RCC Solid slab

Table 1.13 Details of Pedestrian / Cattle Crossing Underpasses as per Concession Agreement

Table 1.14 Details of Busbays as of now

Sl

No

Chainage (Km) Opening Size (m)

Width

(m) Village Anticipated Type

As per CA As per Design

1 1+219 1+230 6.0 x 3.5 24.0 Palaspe Box structure

2 13+796 13+788 6.0 x 3.5 24.0 Tara Box structure

3 18+229 18+700 6.0 x 3.5 24.0 Jite Box structure

4 27+136 27+100 6.0 x 3.5 24.0 Pen Box structure

5 28+550 28+535 6.0 x 3.5 24.0 Pen Box structure

6 30+276 30+270 6.0 x 3.5 24.0 Uchede Box structure

7 37+453 37+529 6.0 x 3.5 24.0 Gadab Box structure

8 42+075 42+155 6.0 x 3.5 24.0 Kasu Box structure

9 45+149 45+225 6.0 x 3.5 24.0 Nigade Box structure

10 49+280 49+280 6.0 x 3.5 24.0 Koleti Box structure

11 55+749 55+840 6.0 x 3.5 24.0 Nagothane Box structure

12 68+248 68+320 6.0 x 3.5 24.0 Khamb Box structure

13 76+250 76+315 6.0 x 3.5 24.0 Talavali Box structure

14 79+080 79+140 6.0 x 3.5 24.0 Ratvad Box structure

Sl No Chainage (Km)

Side Village As per CA As per Design

1 1+058 1+058 RHS Palaspe

2 1+140 1+140 LHS Palaspe

3 2+560 2+435 LHS Turmale

4 2+620 2+435 RHS Girwale

5 4+244 4+244 RHS Shirdon

6 4+415 4+244 LHS Shirdon

7 11+162 11+162 RHS Kolhe

8 11+406 11+406 LHS Kolhe

9 13+700 13+700 RHS Tara


10 13+902 13+902 LHS Tara

11 14+599 14+599 RHS Kasarbhat

12 14+568 14+568 LHS Kasarbhat

13 16+666 16+512 RHS Kasarbhat

14 16+725 16+512 LHS Kasarbhat

15 18+271 18+550 RHS Kharpada

16 18+349 18+870 LHS Kharpada

17 26+003 25+450 LHS Chinchghar

18 26+003 25+492 RHS Chinchghar

19 28+610 28+610 RHS Pen

20 28+659 28+659 LHS Pen

21 29+495 29+300 RHS Pen

22 29+495 29+300 LHS Pen

23 30+250 30+090 RHS Pen

24 30+250 30+096 LHS Pen

25 37+700 37+700 LHS Gadab

26 37+951 37+700 RHS Gadab

27 39+414 39+617 RHS Gadab

28 39+418 40+133 LHS Gadab

29 42+137 41+845 RHS Kasu

30 42+152 42+245 LHS Kasu

31 44+342 44+354 RHS Salinde

32 44+364 44+402 LHS Salinde

33 45+046 45+092 RHS Nigdi

34 45+064 45+142 LHS Nigdi

35 48+903 48+972 RHS Koleti

36 49+129 49+200 LHS Koleti

37 61+324 61+387 RHS Kansai

38 61+368 61+437 LHS Kansai

39 63+200 63+388 LHS Sukeli

40 68+145 68+315 RHS Kharwali

41 68+265 68+315 LHS Kharwali

42 70+392 70+392 RHS Pugaon

43 70+407 70+407 LHS Pugaon

44 75+320 75+060 LHS Kolad Railway station

45 76+126 76+200 RHS Talavali

46 76+137 76+200 LHS Talavali

47 78+439 78+107 RHS Bhuvan

48 78+468 78+107 LHS Bhuvan

49 79+600 79+707 RHS Ghotwal


Table 1.15 Details of Proposed Vehicular Underpasses as of now

Table 1.16 Details of Proposed Pedestrian / Cattle Crossing Underpasses as of now

Total number of Pipe Culverts: 208 + 20 Nos.

Total number of Slab Culverts: 135 + 1 Nos.

50 79+600 79+707 LHS Ghotwal

51 82+570 82+462 RHS Nagroli

52 84+330 84+222 RHS Potner

Sl

No

Chainage (Km)

Village Remarks As per CA

As per Design

1 4+992 5+000 Chinchwan VUP

2 23+460 23+460 Hamrapur VUP

3 25+873 25+873 Khopoli VUP- Half Portion

4 27+136 27+100 Pen PUP converted to VUP - approved in principle by NHAI

5 28+040 27+760 Pen VUP - Shifted to this Place - approved in principle by

NHAI

6 28+550 28+535 Pen/Ramwadi PUP converted to VUP - approved in principle by

NHAI

7 31+660 30+930 Vadkhal VUP

8 32+465 32+485 Vadkhal VUP

9 - 54+450 Nagothane (SH-91) Additional VUP as per CA

10 55+968 56+060 Nagothane VUP

11 73+699 73+760 Roha/Kolad (SH-62) VUP

Sl

No

Chainage (Km) Village Remarks


1 1+219 1+230 Palaspe

2 13+796 13+625 Tara

3 18+229 18+700 Jite

4 - 27+420 Pen Change of Scope approved in principle by NHAI

5 30+276 30+112 Uchede

6 37+453 37+529 Gadab

7 39+740 39+743 Khapale Additional PUP as per CA

8 42+075 42+155 Kasu

9 45+149 45+225 Nigade

10 49+280 49+280 Koleti

11 50+845 50+845 Palas Additional PUP as per CA

12 55+749 55+840 Nagothane

13 68+248 68+320 Khamb

14 76+250 76+315 Talavali

15 79+080 79+140 Ratwad


Table 1.17 Details of Proposed Bypass

Sl. No.

Village

As per Concession Agreement As per Approved Change of

Scope

Start

Chainage

End

Chainage

Length

(Km)

Start

Chainage

End

Chainage

Length

(Km)

1 Wadkhal 31+500 34+300 2.8 30+695 34+300 3.6

Table 1.18 Status of Design and Drawings of Major Junctions

Table 1.19 List of Minor Junctions

Sl

No

Chainage

Km

Typ

e o

f

Cro

ssin

g Destination

Details


Left Right

1 1+140 1+200 T - Palaspe MDR

2 1+220 1+230 T Palaspe - MDR

3 1+490 1+500 T - Palaspe VR

4 2+550 2+600 T - Turmale VR

5 2+630 2+650 T Giravale - VR

6 3+330 3+350 T - Sangivali VR

7 4+340 4+350 T Shirdhon - VR

8 4+990 5+000 T Shirdhon - MDR

9 NA 9+100

10 11+310 11+315 T - Kolhe VR

Sl No

Chainage (Km)

Typ

e o

f

Cro

ssin

g

Destination

Details As per

CA

As per

Design Left Right

1 0+250 0+250 + Pune Uran Flyover-NH Crossing

2 14+730 14+730 T Aapta Phata - At Grade improvement (SH-83)

3 25+870 25+850 T Khopoli - Vehicular Underpass (left

carriageway only) SH-87

4 27+730 27+730 + Pen City Pen Railway

station At Grade

5 33+670 33+746 T Alibaug Flyover (SH-87)

6 35+800 35+890 Y - At-grade improvement-ISPAT

Factory

7 54+380 54+450 T - At-grade improvement (SH-

91)

8 55+970 56+040 Y Nagothane Vehicular Underpass

9 58+660 58+750 T Pali - At-grade improvement (SH-92)

10 58+960 59+025 T Alibaug At-grade improvement (SH-93)

11 73+700 73+760 T Roha Vehicular Underpass (SH-62)

12 74+730 74+800 T Pune - At-grade improvement


Sl

No

Chainage

Km

Typ

e o

f

Cro

ssin

g Destination

Details


Left Right

11 12+020 12+000 Y - Bandarwadi VR

12 13+800 13+800 T Tara - MDR

13 16+540 - Y Kharpada - VR

14 18+230 18+240 Y Jite - MDR

15 19+040 19+450 T Tharoshi - VR

16 20+220 20+200 Y Durshet - MDR

17 21+100 21+100 T Balivali - VR

18 21+690 21+680 T - Kopsar VR

19 22+450 22+455 Y Ambivali - VR

20 23+470 23+440 T - Paramanandwadi VR

21 24+210 24+220 T - Virwadi MDR

22 25+280 25+290 T Tarankhop - VR

23 25+440 25+600 T Tarankhop - VR

24 27+080 27+100

Y - Pen VR

25 27+140 Y Pen - MDR

26 27+300 27+300 T Pen - VR

27 28+550 28+535 + Village Ramwadi VR

28 29+120 29+100 + Kitwane colony Umbrade VR

29 29+660 29+700 Y - Vashi MDR

30 30+270 30+100 T - Uchade VR

31 30+670 30+650 T Kandlepada - VR

32 31+360 - T - Kandle VR

33 32+650 32+500 + Wadkhal Wadkhal VR

34 31+590 34+680 T - Dolvi VR

35 36+480 36+570 T Karave - MDR

36 37+150 37+200 T - Gadab VR

37 37+470 37+500 T - Gadab VR

38 39+670 39+750 T Gadab - VR

39 40+410 40+550 T - Devroli VR

40 40+730 40+900 T Jui - VR

41 41+390 41+400 T Karajtape - VR

42 41+650 41+700 T Salindeg - VR

43 42+080 42+155 T Kasu - VR

44 42+230 42+300 T Kasu - VR

45 42+430 42+500 T Patani - VR

46 42+680 42+500 T Pandapur - VR

47 43+150 43+240 T Aakadevi temple - MDR

48 44+000 44+090 + Salinde - VR

49 44+420 44+500 T - Nigade VR

50 44+740 44+820 T - Palkar MDR

51 44+920 45+000 T - Amtem VR

52 45+150 45+200 T - Amtem VR


Sl

No

Chainage

Km

Typ

e o

f

Cro

ssin

g Destination

Details


Left Right

53 45+250 45+300 T - Amtem VR

54 46+360 46+400 + Amtem Amtem VR

55 47+380 47+450 T Khartale - VR

56 48+510 48+600 T - Kolotichiwadi VR

57 49+020 49+100 + Village Kolotichiwadi VR

58 50+780 50+850 T Palas - VR

59 52+730 52+800 T Nidi - VR

60 53+080 53+100 T - Nidi VR

61 53+330 53+400 T Kond - VR

62 54+090 54+150 T Miranagar - VR

63 54+920 55+000 T - Village VR

64 55+180 55+250 T Ramnagar - MDR

65 56+320 56+400 T Nagothane - MDR

66 56+940 57+050 T Chikani - VR

67 61+240 61+300 T MSEB (Kansui) - VR

68 61+880 61+940 T Tamsoli - VR

69 63+190 63+260 T - Sukeni VR

70 64+330 64+400 T Kherwadi - VR

71 68+180 68+260 T Khamb - VR

72 68+260 68+300 T - Khamb VR

73 68+350 68+400 T Khamb - VR

74 68+680 68+740 T - School MDR

75 69+740 69+800 T - Village VR

76 69+850 69+900 T Village - VR

77 70+830 70+890 T Village - VR

78 71+360 71+420 T - Village VR

79 71+730 71+800 T Village - VR

80 71+940 72+000 T Pugaon - VR

81 74+530 74+600 T - Waras VR

82 75+330 75+400 T Kolad Rly. Station - VR

83 76+260 76+300 T - Talawali VR

84 76+440 76+500 T Tise - VR

85 77+710 77+740 Y - Bhuvan MDR

86 78+320 78+400 T Ghotwal - MDR

87 79+090 79+140 + School Ratwade VR

88 79+490 79+490 Y - Village MDR

89 81+150 81+200 T Nilaj - VR

90 81+450 81+500 T - Wavediwali VR

91 81+680 81+700 Y - Wavediwali MDR

92 82+580 82+625 T - Potner VR

93 82+710 82+750 T Gangewadi - VR

94 83+220 82+300 T Rudroli - VR


Sl

No

Chainage

Km

Typ

e o

f

Cro

ssin

g Destination

Details


Left Right

95 84+330 84+400 T - Nagroli MDR

1.5 Project Milestones

The Project Milestones details are given in Table

Table 1.20 Project Milestones

Milestone Description Scheduled

Date

Progress

Requirements Status

Milestone-I

First anniversary

of the Appointed

Date 19-12-2012

Physical Progress : Not

less than 25%

Expended Cost : Not less than 25% of total

capital cost

Milestone - I was achieved on

01-05-’13. (That is during

Extension of Time period). EOT is approved by the Executive

Committee of NHAI.

Milestone-II

Second

anniversary of

the Appointed Date

19-12-2013

Physical Progress : Not

less than 65%

Expended Cost : Not

less than 65% of total capital cost

Executive Committee of NHAI

has given Extension of Time (EOT) for achievement of

Milestone-II upto 31-10-2015. But, Concessionaire has not

achieved this target.

Four Laning

(Project

Completion)

910th day from

the Appointed

Date 16-06-2014

Four Lane completion

in accordance with

Concession Agreement

Concessionaire has not

achieved Four Laning (Project completion) by scheduled date.

Concessionaire has submitted request for Extension of Time

(EOT) for Four - Laning upto

November 2016. Executive Committee of NHAI has given

approval for Extension of Time (EOT) upto 31-03-2016 (except

eco-sensitive zone).

Concessionaire has not achieved this target.

1.6 Location Map

Raigarh District Map is given in Figure 1.1. The road network map of Raigarh district is

shown in Figure 1.2. The key plan is shown in figure 1:3


Figure 1.1 District map of Raigarh

Figure 1.2 Road network in Raigarh District


Figure 1.3 Key plan


2.0 THE ESTABLISHMENT

2.1 Project Organisation

NHAI

NHAI have established a Project Implementation Unit at Panvel. The Project

Director is Mr. Prashant J. Fegade. He is supported by the Manager (Tech.) Mr.

Abhishek J. Agrawal and other Administrative Staff.

Concessionaire

The Organization of Concessionaire’s is represented by its SPV Manager, Mr.

Pradeep Garole. He is responsible for day to day activities of the Concessionaire

and he also provides information to IE/NHAI as and when necessary.

Concessionaire has established their office near Km 27+800 at Pen.

Concessionaire’s Organisation chart is given in Figure 2.1.

Figure - 2.1 Concessionaire’s Organisation Chart

Independent Engineer

The Independent Engineer, Yongma Engineering Co., Ltd in association with

Feedback Infra Private Limited mobilised on 28-12-’11 and the Consultancy

Agreement was signed on 11-01-‘12. The team at site is headed by the Team

Leader cum Sr. Highway Engineer. All Key-Professionals were mobilised. Part

Time / Intermittent staff is visiting site on as and when required basis apart from

reviewing Design, Drawings and Submittals from main / satellite offices. In

addition to above, Project Manager and Project Director at Head Office work as

AGM (Planning): G M (Finance):

Mr. Kamlesh Chechani

GM (Projects)

Vice President:

Mr. P.S. Garole

Acting Team Leader :

Gangadharan C.P.

Director:

Mr. Vikas Sharma


link between site office and main office for co-ordinating issues beyond day to day

works. The Table 2.1 below shows the deployment of Independent Engineer.

Table 2.1 Deployment Details of Independent Engineer Sl

No Position Name

Date of

Mobilisation

Date of De-

Mobilisation Remarks

A Key Professional Staff

1 Team Leader cum Sr. Highway Engineer

Mr. Gangadharan C P 30-12-‘11

2 Sr. Bridge Design

Engineer

Mr. Magesh Santhanam 17-01-‘12 16-06-‘12

Mr. Nandadulal Dasgupta 07-02-‘13

3 Resident Cum Highway

Engineer Mr. Rajat Parkash Sharma 28-12-‘11

4 Highway Design

Engineer Mr. Dadan Singh 23-08-‘12 11-04-‘14

Manmonths completed -

Demobilised

5 Bridge/Structural Engineer

Mr. H. Nagaraja Rao 02-02-‘12

6 Sr. Pavement Specialist Mr. Manish Kumar Shah 27-02-‘12

7 Sr. Quality cum Material Expert

Mr. M.V.K. Appa 16-01-‘12

8 Traffic and

Transportation Expert Mr. Krishna Prasad 12-04-‘12

9 Road Safety Expert Mr. Baljit Sidhu 05-09-‘12

10 Finance Expert Mr. Pankaj Sachdeva 13-06-‘12

11 Legal Expert Mr. Sunil Malhotra 21-08-'12

B Sub-Professional Staff

12 Survey Engineer-1 Mr. Sena Prasad 05-04-‘13 21-04-‘14

Manmonths

completed - Demobilised

13 Survey Engineer-2 Mr. Suresh Kumar 06-06-‘12

14 Asst. Highway Engr-1

Mr. Ravindra P Dongre 01-03-‘12 13-11-‘13

Mr. Neeraj Mahadeorao Patil

28-02-‘14

15 Asst. Highway Engr-2 Mr. Arun Rajan Pillai 17-10`12

16 CAD Expert TBN -

17 Environmental Engineer Mr. Raj Kumar Singh 19-03-‘12

18 Asst. Bridge Engr-1 Mr. Shatrunjay Kumar 09-03-‘12

19 Asst. Bridge Engr-2 Mr. Vinod S Bawankar 19-04-‘12

20 Asst. Quality cum Materials Engr-1

Mr. Raffiudin N Badure 05-04-‘12

21 Asst. Quality cum

Materials Engr-2 Mr. Sanjay Maharana 07-08-'12 07-05-‘16

22 Electrical Engineer Mr. Anand Mohan Jayaswal 05-06-‘12

23 HTMS / Toll Expert Mr. Lalit Narayan -

24 Quantity Surveyor Mr. Satish. N.L 22-10-‘12

25 Horticulture cum Landscaping Expert

TBN -

C Support Staff


26 Office Manager Mr. V. N Praveen Kumar 01-02-‘12

27 Accountant

Ms. Vidya Baburao Ubale 01-03-12 01-08-‘12

Mrs. Madhumati P Kumar 22-08-‘12 09-12-‘15

Mrs. Pooja Goud 10-12-‘15 18-05-‘16

Mr. Sumit M. Bhosale 19-05-‘16

28 Cashier

Ms. Shubhangi Mohre 13-02-‘12 01-07-‘12

Ms. Reshma Newalkar 01-07-’12 31-03-‘16

Ms. Ashwini S. Sandage 05-04-‘16

29 Photocopy Machine Operator

Mr. Santosh Sharma 22-02-‘12

30 Steno Ms. Jyoti Vishnu Jadhav 23-02-‘12 13-12-‘15

Ms. Sayali A. Deshamukh 14-12-‘15

31 Computer Operator

Ms. Reshma Ananda

Katekar 23-02-‘12 31-01-‘15

Mrs. Sakhu Dasharath Kedare

01-03-‘15 26-02-‘16

Ms. Kajal Jadhav 26-02-‘16

32 Guard-1 Mr. Ram Charan Vajpayee 26-03-‘12

33 Guard-2 Mr. Ganesh Bhadur 26-03-‘12

34 Office Boy

Mr. Mohammed Rafiq 17-01-’12 16-07-‘12

Mr. Aditya Shetye 16-07-‘12 30-05-‘15

Mr. Dhan Bhadur 01-08-‘15 30-11-‘15

Mr. Sandeep Gaykwad 01-12-‘15

The office of the Independent Engineer (IE) is located at First Floor, Tejaswini

Arcade, Above PMC Bank, Takka village, Old Panvel. PIN: 410 206. The office

contact numbers are: Telephone: 022-27450391, E-Mail Id: [email protected].

Independent Engineer’s Organisation Chart is given in Figure 2.2.


Figure 2.2. Independent Engineer’s Organisation Chart

Resident cum Highway Engineer:

Mr. Rajat Parkash Sharma

Team Leader/ Sr. Highway Engineer:

Mr. Gangadharan C.P.

Sr. Quality cum Material Expert:

Mr. M V K Appa

AHE - 1: Mr. Neeraj Mahadeorao Patil

AHE - 2: Mr. Arun Rajan Pillai

Survey Engr. - 1: (Demobilised)

ABE -1: Mr. Shatrunjay Kumar

ABE -2: Mr. Vinod S Bawankar

Survey Engr.-2: Mr. Suresh Kumar

AQME -1: Mr. Raffiudin N Badure

AQME -2:

Bridge /Structural Engineer:

Mr. Nagaraja Rao

Short Term Key Professionals:

Sr. Pavement Specialist: Mr. Manish Kumar Shah

Sr. Bridge Design Engineer: Mr. Nandadulal Dasgupta

Traffic & Transportation Expert: Mr. Krishna Prasad

Road Safety Expert: Mr. Baljit Sidhu

Highway Design Engineer: (Demobilised)

Financial Expert: Mr. Pankaj Sachdeva

Legal Expert: Mr. Sunil Malhotra

Support Staff:

Office Manager: Mr. V. N. Praveen Kumar

Accountant: Mr. Sumit M. Bhosale

Cashier: Ms. Ashwini Sandage

Steno: Ms. Sayali A. Deshmukh

Computer Operator: Ms. Kajal Jadhav

Photocopy Machine Operator: Mr. Santhosh Sharma

Office Boy: Mr. Sandeep Gaykwad

Guard-1: Mr. Ram Charan Vajpayee

Guard-2: Mr. Ganesh Bhadur

Short Term Sub-Professionals:

Quantity Surveyor: Mr. Satish. N.L HTMS / Toll Expert: Mr. Lalit Narayan Electrical Engineer: Mr. Anand M Jayaswal Horticulture cum Landscaping Expert: TBN CAD Expert: TBN Environmental Engineer: Mr. Raj Kumar

Singh


EPC Contractors

Two EPC Contractors were appointed by the Concessionaire for the

construction of the Project. Details of EPC Contractors are given Table 2.2:

Table 2.2 Details of EPC Contractors

2.2 Plant & Machinery

Table 2.3 Details of Plants Mobilised

Sl No

Description Location Capacity Remarks

Section-II

1 Laboratory 58+000

2 Stone Crusher 58+000 200 TPH

3 Concrete Batching Plant 58+000 30 Cum /Hr

4 WMM Plant 58+000 200 TPH

5 Hot Mix Plant 58+000 160 TPH

Table 2.4 Details of Machinery

Sl No Description Available

(Nos) Photo

1 JCB 7

Sl No Location EPC Contractor

1 Km 0+000 to 42+000 M/s Mahavir Roads and Infrastructure Pvt. Ltd. This agency has demobilised their manpower from site.

2 Km 42+000 to 84+000 M/s Supreme Infrastructure India Limited



(Nos) Photo

2 Excavator / Poclain

5

3 Paver 3

4 Grader 3

6 Tippers 17



(Nos) Photo

7 Water Tanker 3

8 Vibratory Roller 4



(Nos) Photo

9 Transit Mixer 4

10 Plate Compactors Nil

11 Hydra 2

13 Tandem Roller 2

14 Pneumatic Tyred Rollers (PTR) - 8 Tyred

1

15 Emulsion Sprayer/ Browser

1

16 D.G Set 4

17 Milling Machine 1

Concessionaire has demobilised some of the Graders, Tandem Rollers and Tipper etc.

The present set of machinery is highly insufficient to complete the project with

proper quality in time.


3.0 PROGRESS OF WORKS

3.1 Land Handing Over

Concession Agreement Vol-I, Clause 10.3 specify that on or prior to the Appointed

Date (that is 19-12-2011), NHAI shall have granted vacant access and Right of Way

such that the Appendix shall not include more than 20% of the total area of the Site

required and necessary for the Four-Laning of Project Highway. Also, NHAI shall

make best efforts to procure and grant, no later than 90 days from Appointed Date

(that is 18-03-2012), the Right of Way to the Concessionaire in respect of all land

included in the Appendix. Total land to be acquired is 504 Ha. Now, major part of the

Project highway is encumbrance-free and available for construction.

Karnala Bird Sanctuary Core Portion (1.5 Km length) : Proposal for diversion

of forest land (1.65 Ha) submitted to Regional Office, MoEF, Nagpur.

3.2 Tree Cutting & Plantation

Details of tree cutting are given in Table 3.1

Table 3.1 Details of Tree Cutting

Description Scheduled Trees Non-Scheduled Trees Remarks

Total 2390 8119

Removed / Cut

Balance

Table 3.2 Details of Plantation done by Concessionaire

Description Chainage

Status From To

Median Plantation

(Shrubs) - -

Not yet done.

Project construction is still in progress.

Avenue Plantation

(trees) - -

Not yet done.

Project construction is still in progress.

3.3 Details of Utility Shifting

Details of utility shifting is given in Table 3.3

Table 3.3 Details of Utility Shifting

Sl

No Description

Total Length

/ nos

Affected Length (m)

Progress

MCW Service Road

1 ZP Water Pipeline (50mm, 90mm,

8,465 m 8,465 0 1,400 m completed 0+500 to 1+200 (both sides)


100mm, 150mm GI pipes)

2

CIDCO Water Pipe

line (1500mm dia MS Pipe)

4,895 m +

180m crossing 2,030 2,865

3050 m pipe laid,

23+680 to 26+120 - 2440 m

17+700 to 18+300 - 600 m

430 m laying in progress.

17+200 to 17+700 - 500 m

3

JSW ISPAT Water

Pipe Line (1200mm GI pipe +400m GI

Pipe)

21,910 m 7,660 4,530

18,285 m pipe laid.

38+070 to 45+020 - 6950 m

45+355 to 48+890 - 3535 m

49+100 to 49+300 - 200m

49+520 to 55+620 - 6100 m

56+150 to 57+650 - 1500 m

4 MJP Water Pipe

Line 23,720 m 11,240 4,360

14,005 m pipe laid

38+610 to 43+753 - 5143

44+300 to 44+820 - 520

45+435 to 46+600 - 1165

46+598 to 47+150 - 552

47+450 to 48+200 - 750

48+320 to 48+550 - 230

49+090 to 52+750 - 3660

53+020 to 53+935 - 915

56+220 to 56+280 - 60

56+340 to 56+570 - 230

56+780 to 57+260 - 480

57+320 to 57+620 - 300

5 MSEDCL Electrical

Lines & Poles

665 nos. HT

Poles 841 nos. LT

Poles 96 nos. HT

Crossings

138 nos. LT Crossings

3 nos. River Crossings

205 poles shifted

3 crossings completed

6 Reliance Gas Pipe

Line 690 m

By modifying the pier configuration this shifting can

be avoided.


3.4 Design Review

Table 3.4 Design Review

Sl

No Description Status

1 Plan & Profile Drawing Main Carriageway

77.747 Km Concurred.

Concessionaire for Ch. 43+000 to 44+000 withdrawn. 3 Km

(Ch. 7+500 to 10+500) not yet

concurred.

2 Plan & Profile Drawing Service Road 19.67 Km. on LHS concurred.

17.42 Km. on RHS Concurred.

3 Structures 808 Nos. drawings concurred.

4 Major Junctions 11 nos are Concurred.

5 Minor junctions 88 nos are Concurred.

6 Quality Assurance Manual

Concurred. Two more copies to

be submitted by Concessionaire.

7 Health, Safety and Environment Plan

Concurred. Two more copies to be submitted by

Concessionaire.

8 Environmental Management Plan (EMP)

Concessionaire has not

submitted EMP incorporating

IE’s comments.

9 Construction Programme

Concessionaire has submitted

request for Extension of Time (EOT) alongwith Construction

Programme.

10 Borrow Areas for Section-1 22 nos are concurred.

11 Borrow Areas for Section-2 28 nos are concurred.

12

Section - I Concrete mix designs M10,M15, M20, M25,

M30,M35,M40, M40-pile, with Natural sand +Crusher sand ,M-45 PSC With 100% Natural sand

Concurred

13

Section - II Concrete mix designs M15, M20, M25,

M30, with Natural sand +Crusher sand , M-45PSC

With 100% Natural sand Concurred

14 Hume pipes source approval for M/s Sagar Spun Pipes Concurred

15 GSB Mix design. Concurred

16 WMM Mix design. Concurred

17 DBM Mix Designs - Grading I for both sections Concurred

18 DBM Mix Designs - Grading II for Section - I & II Concurred

19 BC Mix Design - for Section - II Concurred

20

Source Approval for Coarse aggregates, Fine

aggregates, water, ACC cement OPC Grade-53, SS1 &

RS1 for section I Concurred

21

Source Approval for Coarse aggregates, Fine

aggregates, water, Ambuja cement OPC Grade-53 for

section II Concurred

22 Source Approval for Bitumen VG30 (BPCL) for both Concurred


Sl


Sections

23 BM Mix Design for section - I & II Concurred

24

Section-1 Concrete mix design M-10, M-20, M-30, M-

35, with 100% crusher sand with Ambuja & ACC cement.

Concurred

25 Concrete mix design M-20 for Kerb both sections Concurred

26 Concrete mix design M-40 grade with 100% crusher

sand for Crash Barrier for section- I Concurred

27 Concrete Mix Design for Cable Grout with Cebex 100

FOSROC Concurred

28 Source Approval for Bitumen Emulsion SS-1 & RS-1

from IWL INDIA Ltd Concurred

29 Source Approval for Curing Compound BASF

MASTERKURE 1061 Concurred

30 Source Approval for Procurement of Steel

Reinforcement, Fe-500 Grade-RINL (Vizag Steel) Concurred

31 Source Approval for Procurement of Cement, 53

Grade- Ultra Tech Cement Concurred

32 Source Approval for Procurement of Steel

Reinforcement, Fe-500 Grade-SAIL Concurred


Grade - ACC Cement Concurred

34 Source Approval for Procurement Wedge and Anchor

Cones Concurred

35 Source Approval for Procurement of Admixture, Fosroc

- Conplast SP 430 Concurred

36 Source Approval for Procurement of Admixture, BASF

Rheobuild 821 EJ Concurred


Grade- SANGHI Cement Concurred

38 Section-II- Concrete Mix Design of M-30 (RE Block)

With ACC Cement 53 Grade Concurred

39 Section-II- Concrete Mix Design of M-40 RCC With

Ambuja Cement 53 Grade Concurred

40 Source Approval for Procurement of Admixture,

Chembond KEM SP 40 Concurred

41 Source Approval for Procurement of Steel SAIL TMT

EQR Concurred

42

Section - II Concrete Mix Design for M-15 PCC, M-20

RCC, M- 20 PCC Kerb, M-25 RCC, M-30 RCC, M- 35 RCC and M-40 RCC with ACC Cement (53 Grade) With

CHEMBOND and BASF Admixture with 100% Crusher Sand.

Concurred

43

Section - II Concrete Mix Design for M-15 PCC, M-20 RCC, , M-25 RCC, M-30 RCC, M- 35 RCC and M-40

RCC with SANGHI Cement (53 Grade) With

CHEMBOND and BASF Admixture with 100% Crusher

Concurred


Sl


Sand.

44 Source Approval for HT strands Procured From TATA

Steel Concurred

45 Concurrence of Mix Design for Mastic Asphalt For

Section-(I Km 0+000 to 42+000) Concurred

46 Mix Design For Dry Lean Concrete. Section - II Concurred

47 Mix Design For Pavement Quality Concrete. Section – II

Concurred

48

Concrete Mix Design for M-15 PCC, M-20 RCC, , M-25 RCC, M-30 RCC, M- 35 RCC and M-40 RCC with

Ultratech Cement (53 Grade) With CHEMBOND Admixture.

Concurred

49

Concrete Mix Design for M-15 PCC, M-20 RCC, , M-25

RCC, M-30 RCC, M- 35 RCC and M-40 RCC with

Ultratech Cement (53 Grade) With BASF Admixture. Concurred

50 Concrete Mix Design for M-20 PCC (Kerb) with

Ultratech Cement (53 Grade). Concurred

51 Source Approval for Procurement of Emulsion Bitumen

(SS-1 & RS-1) from M/s HINDUSTAN COLAS LIMITED Concurred

52 Section – II Mix Design of Bituminous Concrete Grade

I Concurred

53 Section – II Mix Design of Semi Dense Bituminous

Concrete Grade II Concurred

54 Section – II Mix Design of Bituminous Concrete Grade

II Concurred

55 Filter Media Design Section - I Concurred

56 Filter Media Design Section - II Concurred

3.5 Progress of Major Works

The cumulative quantities are given in Table 3.5.

Table 3.5 Cumulative Quantities Executed

Sl

No Description Unit

Cumulative Executed

Reported by

Concessionaire*

Assessed by

IE

1 Clearing & Grubbing Hectare 150

2 Excavation Soil -Highway Cum 6,65,170

3 Excavation - Hard rock Cum 94,370

4 Embankment Cum 28,60,104

5 Subgrade Cum 4,34,236

6 Granular Sub base Cum 1,80,036

8 Wet Mix Macadam Cum 1,39,252

9 Kerb m 46,435


*

C

o

n

c

e

s

s

i

o

n

a

i

r

e

h

a

s

** Concessionaire has not submitted Progress Report for the month under review.

Items Partly Executed:

Table 3.6 Highway Works Lengths Completed

Description Main Carriageway Service Road

LHS (m) RHS (m) LHS (m) RHS (m)

Clearing & Grubbing 32,890 54,680 2,420 2,030

Embankment 32,770 47,780 2,370 1,890

Subgrade 27,400 42,200 2,300 1,890

Granular Sub base (GSB) 27,280 38,370 2,280 1,880

Wet Mix Macadam (WMM) 25,380 34,895 1,790 1,370

Dense Bituminous Macadam (DBM) 23,035 32,935 700 1,100

10 Prime Coat Sqm 5,40,336

11 Tack Coat Sqm 6,67,294

12 Dense Bituminous Macadam Cum 47,737

13 Bituminous Concrete Cum 7,639

14 Excavation-Structures Cum 40,720

15 Concrete Cum 63,556

16 Reinforcement MT 5,133

17 PSC Strand MT 9

18 RE block for underpass approaches Sqm 3,150

19 Hume Pipe Laying m 2,028

20 Filter Media Cum 6,450

21 Dismantling of existing bituminous

layer Cum 64,111

22 Dismantling of existing Structures

(RCC) Cum 2,510


(PCC) Cum 125


(Stone Masonry) Cum 420

25 Mastic Asphalt Sqm 5,620

26 Liner for piling Tonnes 67

Item Unit Quantity

a RE Blocks Sqm 15,551

b RE Panels Sqm 6,071

c Girders (Concrete M35) Cum 811

d Girders (Concrete M45) Cum 1,176

e Girders (Steel) Tonne 229

f Girders (Strand) Tonne 61.6

g Steel Girder for Kharpada ROB Tonne 180

h Crash Barrier & Friction Slab Cum 1,141

i Steel for Crash Barrier Tonne 142.63


Description Main Carriageway Service Road

LHS (m) RHS (m) LHS (m) RHS (m)

Bituminous Concrete (BC) / SDBC 9,875 13,095 - -

Table 3.7 Summary of Progress of Structures

Sl

No Description Total Nos Completed

Work in

Progress

Not yet

Started

1 Major Bridges 6 0 6 0

2 Flyovers 2 0 0 1 (1 no deleted)

3 ROB’s 3 0 1 2

4 Minor Bridges 23 7 14 2

5 Vehicular Underpasses 11 0 6 5

6 Pedestrian Underpasses 15 0 6 9

7 Pipe culverts 208+20 41 80 107

8 Box culverts 135+1 35 79 22

Table 3.8 Flyovers/ ROB’s / Major Bridges

Sl No

Chainage Name Progress upto April '16 Progress During

May ’16

Flyover

1 33+860 Wadkhal

14 nos out of 304 girders cast.

PCC completed for piers P30 and P31

No work

ROB

1 15+480 Kharpada P16 and P17 pier completed, Pier cap is pending.

No work

2 28+283 Pen

Retaining wall on LHS partially

completed. Structure not yet started.

No work

3 33+670 Wadkhal Not started No work

Major Bridges

1 15+879 Kharpada

36 nos out of 80 girders cast.

Piers P1 to P15, P16, P17 and

P18 to P23 completed. Abutment A1 completed.

No work

2 20+144 Balganga Substructure completed No work

3 26+188 Bhogeshwari

Structure completed. Mastic

asphalt Done. Crash barrier completed. BC is pending.

Embankment in

progress for Panvel approach

4 44+195 Nigade

Both abutments completed.

Three piers completed. 21 no. girders completed.

Pier cap for P3

Completed


5 58+928 Amba

Both abutments foundation

completed. Substructure for abutments partially completed.

Out of four piers foundation for

P1, P4 BHS completed

Footing P3 (LHS)

completed.

6 72+936 Kundalika

RHS Abutments completed. Out

of 11 piers 10 piers completed. Slab from A1 to P6 completed.

Pier cap of P8 & P9 completed.

Pedestal P7 Completed

LHS P11 Raft

completed

Table 3.9 Minor Bridges

Sl No


May ’16

1 0+554 Structure completed No work

2 9+363 Not started No work

3 20+754 Balivali Structure completed No work

4 29+728 A2 abutment completed No work

5 30+557 Uchede Not started No work

6 43+133 Local Nallah A2 superstructure partially completed

Approach slab completed

7 52+155 Nidi Slab completed. No work

8 57+997 Patansai Completed, Mastic Done No Work

9 59+395 Canal Crossing Substructure completed. No work

10 59+861 Godsai Completed No work

11 62+345 Local Nallah Completed No work

12 63+296 Canal Crossing Completed No work

13 64+249 Canal Crossing Abutment A1 and A2 substructure

completed. Girder 6 completed. No work

14 66+808 Local Nallah RHS Completed. LHS part width

completed No work

15 67+099 Local Nallah RHS Completed. LHS widening not started

No work

16 67+878 Irrigation

Canal Excavation in progress. No work



19 72+255 Mahisdara A2 Pile work in progress Steel work in progress

20 73+353 Godi All substructures completed. Slab

P1-P2 Completed. No work

21 77+804 Bhuvan Completed No work

22 81+665 Vave Completed No work

23 83+920 Canal Crossing LHS Completed. RHS Slab Completed

No work

24 84+488 Indapur Completed No work


Table 3.10 Vehicular Underpasses Sl

No Chainage Name Progress upto April '16

Progress During

May ’16

1 5+000 Chinchwan Structure completed on RHS. LHS 1st

Lift wall completed. No work

2 23+460 Hamarapur

RHS 1ST Lift wall completed.

Retaining wall 2nd partially completed on LHS & RHS.

No work

3 25+873 Khopoli Sub structure completed on LHS. RHS

not yet started. No work

4 27+100 Pen LHS 1ST Lift wall completed. RHS not yet started.

No work

5 27+760 Pen Structure completed on LHS No work

6 28+535 Ramwadi Not yet started No work

7 30+930 Wadkhal

VUP wall 2nd lift completed on one

side & wall 3rd lift completed on other side.

No work

8 32+485 Wadkhal Not yet started No work

9 54+450 Nagothane Structure completed on RHS. No work.

10 56+060 Nagothane Not yet started No work

11 73+760 Kolad Not yet started No work

Table 3.11 Pedestrian Underpasses

Sl No


May ’16

Pedestrian Underpasses

1 1+230 Palaspe Not yet started No work

2 13+625 Tara Not yet started No work

3 18+700 Jite Not yet started No work

4 27+420 Pen Structure completed on LHS. RHS not yet started.

No work

5 30+112 Uchede Not yet started No work

6 37+529 Gadab Not yet started No work

7 39+743 Khapale Foundation completed on RHS. LHS not yet started.

No work

8 42+155 Kasu RHS structure completed. RE wall

part width partially completed No work

9 45+225 Nigade RHS structure completed. No work

10 49+280 Koleti Work not yet started No work

11 50+845 Palas LHS structure completed. RHS Raft completed. RHS Haunch completed.

RE wall excavation work in progress.

12 55+840 Nagothane Not yet started No work

13 68+320 Khamb Not yet started No work

14 76+315 Talavali RHS slab completed No work

15 79+140 Ratwad Structure completed RE wall in progress


3.6 Miscellaneous Works

Miscellaneous works are not yet started.

3.7 Status of Project Facilities

Sl No Proposed facility Chainage (Km) Status

1 Traffic aid post Not yet constructed

2 Medical aid post Not yet constructed

3 Vehicle rescue post Not yet constructed

4 Toll plaza administrative

building

(1) 0+000 To 42+000

(2) 42+000 To 84+600 Not yet constructed

5 Telecom System Not yet constructed

3.8 Overall Progress

Concessionaire’s reported progress details are on higher side. Independent Engineer

estimated the approximate quantities executed and accordingly approximate

percentage progress was estimated.

Total Project Cost: Rs. 942.69 Crores. (As per Concession Agreement)

Total Project Cost: Rs. 1205.72 Crores (As reported by Concessionaire)

Time Elapsed: 53.5 Months

Description Planned

Achieved

Reported by

Concessionaire Assessed by IE

Physical Progress :

Cumulative Physical Progress (%) 99.15 % 42.97 %

Cumulative Percentage Physical Lag (-) / Lead (+)

- (-) 56.18 %

Financial Progress :

Cumulative Financial Progress (Rs. Crores)

1187.97 574.89*

Cumulative Financial Progress %) 98.53 % 52.98 %

* Excluding IDC

Table 3.12 Details of Physical Progress

Month Monthly Physical Progress Cumulative Physical Progress

Scheduled Actual Scheduled Actual

Cum. Upto end Jan '16 - - 90.21 % 42.12 %

Feb. ‘16 5.03 % 0.21 % 95.24 % 42.33 %

Mar. ‘16 1.66 % 0.23 % 96.90 % 42.56 %


Apr '16 1.13 % 0.07 % 98.03 % 42.63 %

May '16 1.12 % 0.34 % 99.15 % 42.97 %

June '16 0.85 % 100.00 %

Table 3.13 Details of Financial Progress

Month

Monthly Financial Progress Cumulative Financial Progress

Rs. Crores Percentage (%) Rs. Crores Percentage (%)

Scheduled Actual* Scheduled Actual* Scheduled Actual* Scheduled Actual*

Feb. ‘16 - - - - 1121.88 568.57 93.05 % 52.39 %

Mar. ‘16 25.40 2.28 2.11 % 0.21 % 1147.28 570.85 95.15 % 52.60 %

Apr '16 20.36 0.07 1.69 % 0.07 % 1167.64 571.55 96.84 % 52.67 %

May '16 20.33 3.34 1.69 % 0.31 % 1187.97 574.89 98.53 % 52.98 %

June ‘16 17.69 1.47 % 1205.72 100.00 %

* Excluding IDC


Cumulative Physical Progress (%)

42.97%

57.03%

Achieved Balance

Cumulative Financial Progress (%)

52.98%

47.02%

Achieved Balance


Physical Progress (%) S - Curve

0

10

20

30

40

50

60

70

80

90

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13

Au

g '1

3Se

p '1

3O

ct '1

3N

ov

'13

De

c '1

3Ja

n '1

4Fe

b '1

4M

ar '1

4A

pr

'14

May

'14

Jun

e '1

4Ju

ly '1

4A

ug

'14

Sep

t '1

4O

ct '1

4N

ov

'14

De

c. '1

4Ja

n. '

15

Feb

'15

Mar

'15

Ap

r '1

5M

ay '1

5Ju

ne

'15

July

'15

Au

g '1

5Se

pt '

15

Oct

'15

No

v '1

5D

ec.

'15

Jan

. '1

6Fe

b '1

6M

ar '1

6A

pr

'16

May

'16

Jun

e '1

6

Cum. Scheduled Progress (New Programme) Cum. Achieved Progress Cum. Scheduled Progress (Original programme)

65

25

MILE STONE - II (65%)

MILE STONE - I (25%)M

ILE S

TO

NE -

I (2

5 %

)

MIL

ESTO

NE

-II

(65

%)


Physical Progress (%) - Histogram

0

1

2

3

4

5

6

7

Dec

'11

Feb

'12

Ap

r '1

2

Jun

'12

Au

g '1

2

Oct

'12

Dec

'12

Feb

'13

Ap

r '1

3

Jun

'13

Au

g '1

3

Oct

'13

Dec

'13

Feb

'14

Ap

r '1

4

Jun

e '1

4

Au

g '1

4

Oct

'14

Dec

. '1

4

Feb

'15

Ap

r '1

5

Jun

e '1

5

Au

g '1

5

Oct

'15

Dec

. '1

5

Feb

'16

Ap

r '1

6

Jun

e '1

6

Scheduled Actual Progress


Financial Progress (Rs. Crores) S - Curve

0

100

200

300

400

500

600

700

800

900

1000

1100

1200

1300

De

c '1

1Ja

n '1

2Fe

b '1

2M

ar '1

2A

pr

'12

May

'12

Jun

'12

Jul '

12

Au

g '1

2Se

p '1

2O

ct '1

2N

ov

'12

De

c '1

2Ja

n '1

3Fe

b '1

3M

ar '1

3A

pr

'13

May

'13

Jun

'13

Jul '

13

Au

g '1

3Se

p '1

3O

ct '1

3N

ov

'13

De

c '1

3Ja

n '1

4Fe

b '1

4M

ar '1

4A

pr

'14

May

'14

Jun

'14

July

'14

Au

g '1

4Se

pt '

14

Oct

'14

No

v'1

4D

ec

'14

Jan

'15

Feb

'15

Mar

'15

Ap

r '1

5M

ay '1

5Ju

ne

'15

July

;15

Au

g '1

5Se

pt '

15

Oct

'15

No

v '1

5D

ec

'15

Jan

'16

Feb

'16

Mar

'16

Ap

r '1

6M

ay '1

6Ju

ne

'16

Cum. Scheduled Progress ( New Programme) Cum. Actual Progress Cum. Scheduled Progress (Original Programme)

MILE STONE - II (65%)

MILE STONE - I (25%)

MIL

ESTO

NE

-II

(65%

)

MIL

E S

TO

NE -

I (2

5%

)


Financial Progress (Rs. Crores) – Histogram

0

20

40

60

80

100

120

Dec

'11

Feb

'12

Ap

r '1

2

Jun

'12

Au

g '1

2

Oct

'12

Dec

'12

Feb

'13

Ap

r '1

3

Jun

'13

Au

g '1

3

Oct

'13

Dec

'13

Feb

'14

Ap

r '1

4

Jun

'14

Au

g '1

4

Oct

'14

Dec

'14

Feb

'15

Ap

r '1

5

Jun

e '1

5

Au

g '1

5

Oct

'15

Dec

'15

Feb

'16

Ap

r '1

6

Jun

e '1

6

Scheduled (Rs Crores) Actual (Rs. Crores)


4.0 QUALITY CONTROL & QUALITY ASSURANCE

4.1 Quality Control & Quality Assurance

Quality Assurance of a Project is defined as a process which exercises various checks

at different stages of a work right from its inception till its acceptance, to put it in

services to ensure that the work has been properly designed and constructed as per

approved designs, drawings and specifications.

Quality Control is defined as the procedure adopted and control exercised to ensure

that the materials proposed to be used in production, processes adopted for

production and workmanship of production conform to the prescribed standards and

laid down acceptance criteria.

The Quality Control is exercised by construction agency that ensures that the defined

objective is achieved through appropriate tests, checks and inspections by suitable

qualified personnel. Furthermore, the objective evidences of all tests, checks and

inspections carried out from time to time are documented in prescribed formats for

reference and record.

Independent Engineer’s professional staff is frequently checking various works at site

and wherever found necessary, corrective measures are suggested to the

Concessionaire.

4.2 Compliance/Non-Compliance

Non-Compliance cases are being reported through Non-Conformance Reports.

Concessionaire is constantly advised to take necessary rectifications for such non-

compliances in time. List of NCR’s issued and their statuses are given in Table 4.1. &

4.2. Concessionaire has been constantly advised to make necessary rectifications and

submit for closure of NCR within stipulated time. Many NCR’s are not yet closed out in

spite of several reminders.

The status of calibration of equipments in the laboratory and plant is given in Appendix

- P.

4.3 Routine Inspection by Independent Engineer

Independent Engineer is conducting routine inspection of the works at site and

notifying the Concessionaire about any non-compliance observed. List of Site

Inspection Note issued so far is given in Table 4.3. Details of Audit Reports issued to

the Concessionaire are given in Table 4.4. Details of tests carried out are given in Table


4.5. Independent Engineer is conducting routine inspection of the works at site and

notifying Concessionaire about any non-compliance observed.

Details of RFI’s reviewed by Independent Engineer

Month Percentage of RFI’s Reviewed

May ’16 13 %

Table 4.1 Status of NCR’s Issued by Independent Engineer (Closed Out)

Sl

No.

NCR

No Date

Chainage &

Side

Description Rectifications

Proposed on

Details of

Rectifications Done

1 1 18-04-'12 40+246 (RHS) Length of Box Culvert on

RHS is less by 500mm. 11-09-‘12

Structure is Constructed

as per Revised Drawing No.

MRIPL/SC/LSD/40+246, Rev No. R1

2 2 18-04-'12 21+310 to

21+380 (LHS)

WMM works without concurrence of drawings /

Mix Design.

14-06-'12

GSB & WMM Mix design

concurred vide IE's Letter No. PIP/ IE/

SPITPL/ 2012 / 0197 and 198 dt. 03-05-'12.

3 3 20-04-'12 79+940 to

80+530 (RHS)

WMM works without

compaction & concurrence of Mix Design.

14-06-'12

GSB & WMM Mix design

concurred vide IE's Letter No.

PIP/IE/SPITPL/2012/ 0197 and 198 dt. 03-05-

'12.

4 4 21-04-'12 0+544 (Minor

Bridge)

SBC of foundation not

determined 27-07-'12

Safe Bearing Capacity assessed and details

submitted.

5 5 21-04-'12 20+144

(Balganga

Major Bridge)



Safe Bearing Capacity assessed and details

submitted.

6 6 21-04-'12

26+188

(Bhogeshwari

Major Bridge)



Safe Bearing Capacity

assessed and details

submitted.

7 7 21-04-'12 52+155 (Nidi

Minor bridge)




assessed and details submitted.

8 8 21-04-'12

72+936

(Kundlika Major bridge)





9 9 21-04-'12

77+804

(Bhuvan Minor bridge)





10 10 21-04-'12

81+600

(Wave Minor bridge)

SBC of foundation not determined

27-07-'12



11 11 21-04-'12

84+488

(Indapur Major bridge)

SBC of foundation not determined

27-07-'12



12 12 25-04-'12 20+754

Minor bridge Non-Curing of structure. 16-07-'13

Rebound hammer test & ultra sonic test conducted and found


Sl No.

NCR No

Date Chainage

&

Side

Description Rectifications Proposed on

Details of Rectifications Done

acceptable.

13 13 25-04-'12 80+840 Checking of Horizontal Alignment

29-06-'12

Horizontal alignment

checked through RFI No-12058 dt. 22-06-'12

14 14 25-05-'12

38+801 (RHS)

Box Culvert-

39/1

Length less by 506 mm 11-09-`12

Structure is constructed as per Revised Drawing

No.

MRIPL/SC/LSD/38+801, Rev No. R1.

15 15 25-05-'12

39+030 (RHS)

Box Culvert-

39/2,

Length less by 465mm 11-09-`12

Structure is constructed as per Revised Drawing

No.


16 16 25-05-'12 39+133 (RHS) Box Culvert-

39/3,


Structure is constructed



17 17 25-05-'12 39+562 (RHS) Box Culvert-

40/1,





18 18 25-05-'12 39+807 (RHS) Box Culvert-

40/2,





19 19 25-05-'12 40+906 (RHS) Box Culvert-

41/2,





20 20 25-05-'12

41+189 (RHS)

Box Culvert-41/4,

Length more by 1.4m 09-10-`12

Superstructure

constructed as per concurred drawing.

21 21 25-05-'12

41+336

(RHS)- Box Culvert-41/5,

Length more by 1.58m 06-10-`12

Superstructure

constructed as per concurred drawing.

22 22 26-05-'12 47+244 (RHS) Slab Culvert Concrete bulged due to improper

support

11-09-`12 Rectification done.

23 23 15-06-'12 26+188

Bhogeshwari

Bridge

Abutment A2-3rd Lift.(RFI

No.-2819) 11-07-'13

Rebound hammer test & ultrasonic test

conducted. Results

found acceptable.

24 24 16-06-'12 45+460 to

45+560 (RHS)

Embankment 8th Layer

failed in compaction and boulders present.

06-12-`12

Boulder removed,

compacted and retested. Achieved required

compaction.

25 26 22-06-'12 80+040 (RHS)

DBM Works without Removal of Electric Pole

Ch. 80+040 (RHS) Main Carriageway.

14-03-‘16 Electric pole shifted and rectified as per specifications.

26 27 22-06-'12 79+990 to DBM Mix not Conforming to 02-08-`12 Core sample collected


Sl No.

NCR No

Date Chainage

&

Side



80+150 (RHS)

& 80+220 to 80+285

Concurred JMF. and retested. Found

acceptable.

27 28 16-07-'12 44+194

Nigade bridge

A2 Raft.

Concreting was carried out

With excavator and Chute without planning. Height of

fall of concrete is more than 1.5 m and concrete is

totally segregated. Due to delay placing of concrete,

cold joints were formed

and rain protection is not done.

25-07-‘15

Ultrasonic pulse velocity and rebound hammer

tests carried out. Results are acceptable.

28 29 25-08-'12 45+864 (RHS)

Finished concrete of Corbel is not in line.

Honeycombing also observed in final lift wall.

17-12-'12

Rectified as per line and level, offsets was ground

and honeycombing

repaired with PMC mortar

29 30 06-11-'12

Kharpada

Bridge P12

Foundation

Founding Strata is not embedded 1500 mm in

Soft rock. Also

Confirmatory SBC test not Carried out.

31-12-`12

Further excavated to a

depth of 600 mm in hard

Rock and PCC laid.

30 32 12-01-'13

69+140,

77+376 & 46+122

Concrete cubes (28 Days) Failed - M20, M25, & M30,

24-04-‘14

Retesting done using

ultrasonic pulse velocity and rebound hammer.

31 34 30-01-'13 52+155 (RHS)

Minor Bridge

Honeycombing in Pier, 7th

lift. This might have happened due to improper

support, vibration and poor quality of concrete.

25-07-‘15

Rectification of honeycombing done.

Ultrasonic pulse

velocity and rebound hammer tests carried

out. Results are acceptable.

32 36 20-02-'13 69+140 (RHS) Minor Bridge

Slab

Superstructure staging and

scaffolding was carried out without any design and

drawing as per Concession Agreement clause no. -

70.11.

20-11-‘13

Staging and scaffolding

RFI’s checked by PMC. The design calculation

submitted now. Deck slab concreting

successfully completed.

33 40 12-04-‘13 2+200

Diversion plan not Submitted for concurrence.

Entry/Exit to diversion are

not smoothly merged with the existing road causing

sag formation at joining. Location of diversion is

chosen wrongly; At entry, one electric pole is

obstructing the width of diversion. Sign / diversion

boards have not been

placed properly.

06-05-‘14 The diversion at Ch. 2+200 is closed and four

lane is in operation.

34 42 30-04-'13 25+300 (RHS)

Pipe Culvert

Honeycombing is observed

in pipe culvert encasing concrete. Due to this

reinforcement is exposed.

28-05-'13 Honeycombing repairing done.


Sl No.

NCR No

Date Chainage

&

Side



35 43 30-04-'13 26+188 (RHS)

PCC is carried out without

safe bearing capacity test.

Founding level is 1.381m above founding level as per

concurred drawing.

03-07-'13

(1) The rock sample at

the PCC level where the foundation is to

be rest is tested at third party

laboratory.

(2) The foundation for Abutment A1 on

RHS is resting at level 0.653 m which

is 0.95m below design foundation

level.

36 44 01-04-'13 39+430 to

39+450 (RHS)

GSB sample collected and

tested in Lab and found on

coarser side.

05-05-‘14

Joint re-sampling done and observed that GSB

material is within specification limits.

37 46 02-05-'13 20+144 (RHS) Balganga P1

Footing

M-35 grade concrete cubes has failed for 28 day's

strength.

16-07-'13

Rebound hammer test &

ultra sonic test conducted and found

acceptable.

38 49 16-05-'13 6+490

Diversion plan not submitted to IE for

Concurrence. Diversion is sharp and unsafe.

05-05-‘14 The diversion at Ch.

6+490 is closed.

39 51 16-05-'13 38+801 (RHS)

Approach slab not laid as

per drawing no. MRIPL/SC/LSD/38+801 R1.

It was already intimated wide Letter No.

PIP/IE/SPITPL/2013/ 0908 dt. 30-01-’13 and

inspection note no-17.

16-05-‘14

Approach slab cast (RFI

No. 55163 dt. 18-02-2014)

40 52 16-05-'13 39+030

(RHS)

Approach slab not laid as per drawing no.

MRIPL/SC/LSD/ 39+030 R1. It was already

intimated earlier Letter No.

PIP/ IE/SPITPL/2013 /0908 dt. - 30-01-’13 and


16-05-‘14 Approach slab cast (RFI No. 55010 dt. 12-02-

2014)

41 53 16-05-'13 39+133

(RHS)


per drawing no.

MRIPL/SC/LSD/ 39+133 R1. It is already intimated

wide Letter No. PIP/IE/SPITPL/2013/

0908 dt. 30-01-’13 and inspection note no-17.

16-05-‘14


No. 55076 dt. 17-04-2014)

42 54 16-05-'13 40+564 (RHS)


per drawing no. MRIPL/SC/LSD/ 40+564

R1. It was already intimated wide Letter No. PIP/IE/SPITPL/2013/

0908 dt. 30-01-’13 and

16-05-‘14


No. 52175 dt. 01-09-2013)


Sl No.

NCR No

Date Chainage

&

Side




43 55 16-05-'13 40+750 (RHS)


per drawing no. MRIPL/SC/LSD/ 40+750

R1. It was already intimated wide Letter No.

PIP/IE/SPITPL/2013/ 0908 dt. 30-01-’13 and


16-05-‘14


No. 52106 dt. 24-08-2013 & 52152 dt. 29-08-

2013)

44 56 16-05-'13 40+906

Box Culvert

Approach slab not laid as per drawing no.

MRIPL/SC/LSD/ 40+906 R1. It was already

intimated wide Letter No. PIP/IE/SPITPL/2013/

0908 dt. 30-01-’13 and


16-05-‘14 Approach slab cast (RFI No. 52104 dt. 25-08-

2013)

45 57 22-05-'13 40+246 (RHS) Box Culvert

Honeycombing was observed in both sides of

crash barrier wall.

09-07-'13

The finishing

rectification of concrete surface for crash barrier

done as per

specifications.

46 59 28-05-'13

Wadkhal

Flyover P-31 Foundation

RHS

Reinforcement steel used is

brittle and cracks are

developed in bending of reinforcement steel (32

mm dia).

10-5-‘14

The reinforcement cage

was removed and the

foundation P-31 (RHS) is discarded and will not be

put in use.

47 60 28-05-'13 4+375

(RHS)

NP4 pipe laid is not fitted

and matched properly. Gap

is observed in jointing at pipes.

05-07-'13

The finishing of the pipe

joint is done as per Specifications.

48 66 17-06-'13 39+920 to

39+930 (RHS)

DBM surface totally damaged (New

Construction).

07-06-‘14

Existing damaged DBM surface completely

removed and new DBM

layer laid.

49 67 18-06-'13 39+130

Box Culvert

Settlement near box

culvert. 07-06-‘14

Existing damaged DBM

surface completely

removed and new DBM layer laid.

50 68 18-06-'13 41+110 to

41+120 (RHS)

Patches on DBM Surface on

new carriageway. 07-06-‘14

Existing damaged DBM surface completely

removed and new DBM

layer laid.

51 69 18-06-'13 40+210 to

40+220 (RHS) Patches on DBM Surface on new carriageway.

07-06-‘14

Existing damaged DBM

surface completely removed and new DBM

layer laid.

52 82 23-07-‘13 23-07-'13 77+804 Bhuwan Bridge 22-07-‘13 Works carried out as per modified drawing.

53 83 23-07-‘13 23-07-'13 52+089

Nidi Bridge 23-07-‘13

Works carried out as per

modified drawing.

54 85 23-07-'13 84+488

Indapur Side

The centerline of highway and bridge structure not

matching.

13-05-‘14 Works are carried out as per revised plan and

profile drawing.

55 87 07-08-'13 Amba Bridge SAIL EQR steel is used for

girder reinforcement 21-12-‘13

Source approval of steel

SAIL TMT EQR accorded


Sl No.

NCR No

Date Chainage

&

Side



without source approval. as per Letter no. PIP/IE/

SPITPL/2013/1849 dt. 21-12-’13.

56 89 08-08-'13 RE Panel Casting

Lifting hook not been provided with Epoxy Paint.

02-05-‘14

Will be discarding the RE

panels (Agency M/s Enviro Geo) and will not

be put in use.

57 96 27-08-'13 57+650

RE Block

(LHS)

Unapproved cement “SANGHI” is used for

casting at RE blocks.

25-11-‘13

Now, the SANGHI cement source approval

is concurred vide IE’s letter No.

PIP/IE/SPITPL/2013 / 1724 dt. 08-11-‘13

58 97 31-08-‘13 Wadkhal

Flyover J2

outer girder

Prestressing girder is failed

during second pre-stressing. Cones have gone

inside and cracks have developed on diaphragm.

This might have happened due to improper supporting

system, poor quality of

concrete and improper compaction of concrete.

02-05-‘14

Wadkhal Flyover

damaged girder J2 (Casting dt. 05-07-’13) is

discarded and will not be put in use.

59 98 31-08-‘13

Wadkhal

Flyover J2

outer girder

Prestressing girder is failed

during second pre-stressing. Cones have gone

inside and cracks have developed on diaphragm.

This might have happened due to improper supporting

system, poor quality of concrete and improper

compaction of concrete.

02-05-‘14

Wadkhal Flyover damaged girder J2

(Casting dt. 30-05-’13) is

discarded and will not be put in use.

60 99 01-10-‘13 Wadkhal Flyover

Procedure for CPCC treatment is not being

followed. Steel which is being used for

reinforcement of Wadkhal

girder has rust.

27-05-‘14

CPCC Treatment done

and checked through RFI No-55680

61 100 04-10-‘13

Wadkhal

Girder P20 - P21 (LHS)

Anchor cone plate was

broken and went inside after second stage

stressing. This may be

happened due to improper supporting system, poor

quality of concrete and improper compaction of

concrete.

02-05-‘14

Wadkhal Flyover

damaged girder P20 -

P21 (LHS) is discarded and will not be put in

use.

62 103 07-01-‘14 5+000 VUP

(LHS)

During the concreting it was observed that the

concrete mix of M-30G, slump measured 175 mm

which is more than the specification limit of 75-125mm. This will affect the

quality and durability of the

07-05-‘14

Non-destructive test

reports (Rebound

Hammer test and Ultra Sonic Pulse Velocity test)

conducted and observed that the concrete is of acceptable quality.


Sl No.

NCR No

Date Chainage

&

Side



structure.

63 106 20-01-‘14 42+000 to 84+000

Hume pipes of 1200 mm

diameter (NP3) procured for pipe culverts. These are

not as per specifications. Also the frequency testing

is not being carried out before procurement.

18-03-‘14

The RCC hume pipes

intended for the Project were tested. Test results

are satisfactory.

64 107 23-01-‘14 15+878

Reinforcement steel not

stacked properly. Major stock of the steel is lying

on the ground which leads to the corrosion.

25-05-‘14

The steel was re-stacked and checked through

RFI No. 27298 dt. 08-

02-2014

65 110 28-01-‘14

RE Panel

Casting in Section-I

Casting Yard

Curing is not carried out on

RE panel which is stacked in the casting yard. Further

casting date is not mentioned in RE panels.

This will effect the quality & durability of the RE

panel.

10-05-‘14

Non-destructive test reports (Rebound

Hammer test and Ultra

Sonic Pulse Velocity test) conducted and observed

that the concrete is of acceptable quality.

66 115 04-02-‘14 45+751

(LHS)

Structural cracks developed on the independent

retaining wall (Panvel side)

3rd lift. This might have happened due to non-

curing of structure.

25-07-‘15

Ultrasonic pulse

velocity and rebound hammer tests carried

out. Results are acceptable.

67 118 19-02-‘14

26+188 (RHS) Bhogeshwari

Bridge P1 & P2 crash

barrier

Concreting is carried out from transit mixer which

parked on existing bridge without any safety

measures. Also it is observed that concrete

poured in chute without

proper angle. This improper way of concreting

is not acceptable.

07-07-‘14

Cube compressive

strength results are

acceptable.

Concessionaire

confirmed that the traffic

police was deployed to control the traffic

movement. However, the Concessionaire is

warned about the safety aspects during such

works in future.

68 120 21-04-‘14 42+155 (RHS)

Unapproved/unsuitable soil dumped in the Panvel side

approach of PUP at Ch. 42+155 (Kasu). This was

notified during site inspection on 12-04-‘2014.

28-07-‘14

Un-approved material

removed and balance

material tested and found within acceptable

limits.

69 126 21-04-‘14 42+155

(RHS)

RE wall backfill material laid without approval of the

material.

19-07-‘14

The Third party test

results for RE wall fill material conducted at

SSA Lbs. Pvt. Ltd and

found within specifications.

70 138 13-05-‘14

Diversion at Ch.59+900 to 61+260

Diversion plan not submitted for IE’s

concurrence. Diversion made at site is not as per IRC:SP:55 & Clause-112 of

13-05-2014 Diversion closed.


Sl No.

NCR No

Date Chainage

&

Side



MoRTH specifications.

Entry/Exit are not smooth.

71 140 23-05-‘14 Many

locations in

Section-II

Excavated bituminous material spread over

shoulder at many locations in section-II, which is a

major environmental hazard. This was intimated

through letter, site inspection etc many times.

However, the same system

is still being followed, which is highly un-

acceptable.

23-05-‘14

The spread Material (Excavated Bituminous

Material) removed from Project Highway.

72 141 26-05-‘14 46+500

(LHS).

Shoulder not constructed

and no Safety Barrier

provided.

26-05-‘14

Culvert widening

completed. Shoulder

constructed.

73 156 22-08-‘14 Slab Culvert Ch. 77+997

(LHS)

Shoulder not constructed

and no safety barrier provided (in spite of

several reminders) at

culvert.

20-08-‘15 Traffic diverted on RHS with shoulder and safety

barrier.

74 157 22-08-‘14

Slab Culvert

Ch. 78+167 (LHS)

No safety barrier provided

(in spite of several

reminders) and shoulder not constructed.

20-08-‘15

Traffic diverted on RHS

with shoulder and safety barrier.

75 162 23-09-‘14

Pali Concrete

Batching Plant at Ch.

66+545 to

66+599 (RHS)

PQC M(40) - The proportion of ingredients

for PQC produced is

different from mix design.

27-07-‘15

Calibration of the concrete batching plant

done. Ultra sound pulse

velocity and rebound hammer test done and

observed that concrete has sufficient strength.

76 175 26-11-‘14

Retaining Wall at Ch.

83+920 (RHS)

Concreting done with chute

having height of fall more than 1.5 m and concrete is

totally segregated. This is not acceptable as per


25-07-‘15

Ultrasonic pulse

velocity and rebound

hammer tests carried out. Results are

acceptable.

77 185 04-03-‘15 Ch. 66+730 to 66+740 (LHS)

- DLC

Observed wide cracks at

above location. It may be

noted that as per MoRTH

clause no. 601.5.5.5 the

surface of DLC should be

smooth.

04-03-‘15

Affected DLC removed and re-laid with fresh

material as per specifications.

78 187 05-03-‘15

Ch. 74+670 to

74+740 (LHS),

75+180 to

75+200 (RHS),

75+200 to 75+240 (LHS)

It has been observed that

soil is being dumped from

unapproved Borrow Area

(74+780 - LHS 2Km offset)

at following locations.

(1) 74+670 to 74+740 -

LHS

22-08-‘15

Borrow are no-45 is

approved. Accordingly this NCR can be Closed.


Sl No.

NCR No

Date Chainage

&

Side



(2) 75+180 to 75+200 -

RHS

(3) 75+200 to 75+240 -

LHS

79 193 10-04-‘15

WMM Top at

Ch. 50+200 to 50+300

(LHS)

(1) WMM Mixed dumped

directly on the bed of

WMM first layer a couple of

days ago.

(2) WMM mix has already

been dried up where as it

was required to be placed

& rolled at a moisture

content +/-2% of OMC.

17-08-‘15 Rectification carried out as proposed.

80 194 16-04-‘15

WMM First

Layer at Ch. 51+700 to

51+780 (LHS)

(1) WMM Mixed dumped

directly on the bed of GSB

layer a couple of days ago.






17-08-‘15 Rectification carried out as proposed.

81 195 16-04-‘15

WMM Top

Layer at Ch.

53+460 to 53+540

(RHS)

(1) WMM Mix dumped


WMM First layer a couple

of days ago.






16-04-‘15

Affected WMM removed

and re-laid with fresh material as per

specifications.

82 198 16-04-‘15 16-04-‘15 WMM Top at Ch. 66+510

to 66+570 (RHS) 18-04-‘15

WMM removed and relaid using fresh

material

83 199 16-04-‘15

WMM Top at Ch. 67+050

to 67+090 (RHS)

(1) WMM mixe dumped


WMM first layer a couple of

days ago.


been dumped up whereas

it was required to be

places & rolled as a

moisture content +/-2% of

OMC.

17-08-‘15 Rectification carried out

as proposed.

Table 4.2 Status of NCR’s Issued by Independent Engineer (Not yet closed out)


Sl No.

NCR No

Date Chainage

&

Side



1 25 22-06-'12

21+200 to

21+890 Diversion

(RHS)

Diversion Plan not

concurred and No Sign Board Provided.

2 31 22-11-'12

78+200 to

78+510 (RHS)

DBM Carried without Casting of Kerb,

Development of Cracks, and DBM thickness is not

adequate.

3 33 23-01-'13 68+988 Minor

Bridge

Highway alignment & structure alignment not

matching

4 35 04-01-'13 23+650 (RHS)

Retaining wall under construction without

concurrence of design & drawings. Provision for

existing Pipe culvert on the retaining wall not provided.

5 37 20-02-'13

69+140 (RHS)

Minor Bridge Slab

SANGAM steel is used for

reinforcement of deck slab without source approval.

6 38 21-02-'13 57+533

Box Culvert

The vertical main bars and

slab main reinforcement SUN - TMX Un - approved

steel used.

7 39 02-04-‘13

80+850 to

80+890 (Fresh Kerb Casting)

and 80+890 to 81+140 (Old

Laid Kerb) -

Casting of Kerb after cutting already laid DBM

resulting in gap between Kerb and DBM.

Development of crack on freshly laid Kerb. Saw cut

grooves not made in the previously laid / old Kerb,

development of cracks. No

curing arrangement / application of curing

compound.

8 41 17-04-‘13 24+550 to 24+730

(RHS)

DBM levels checked and found beyond permissible

limits.

9 45 01-04-'13 52+335

Slab Culvert

Slab culvert is widened on

RHS side with pipe culvert.

10 47 03-05-'13 0+530 to

1+020

Diversion plan not

submitted to IE for

Concurrence. Entry (LHS) is very close to Minor bridge

(km 0+545), where width is restricted due to

construction of RCC crash barriers. Earthen shoulders

in the entire stretch has not been made fully on LHS

and RHS widening towards,

existing road.

11 48 03-05-'13 25+330 to

25+900 (RHS)

Diversion plan not

submitted to IE for


Sl No.

NCR No

Date Chainage

&

Side



Concurrence. Entry/exit are

not smooth with sufficient length. Possible chances for

overtopping of loaded vehicle coming from

Indapur side and going

towards Panvel while shifting from new

carriageway to existing carriageway through

insufficient length of merging due to big level

difference and sharp turning towards left.

12 50 16-05-'13 0+544

DBM is laid on deck slab of

minor bridge. (As per concurred drawing wearing

course consists of 25 mm thick mastic asphalt

overlaid by bituminous

concrete).

13 58 28-05-'13 29+610 (LHS)

Non - removal of tree

stump located at the left edge of existing road is

safety hazard.

14 61 31-05-'13 70+560

(RHS)

NP4 pipe laid is not fitted and matched properly. Gap

is observed in jointing of

pipes and PCC is partially done below pipe.

15 62 14-06-'13

Due to improper stacking of RCC girders, one of the

girder is tilled. It will affect

the quality and safety of the structure.

16 63 15-06-'13 77+900

(RHS)

DBM Surface Totally damaged (new

construction).

17 64 15-06-'13

78+180 to

78+460 (RHS)

DBM Surface Totally

damaged (new construction).

18 65 15-06-'13 80+650 (LHS) DBM Overlaid surface totally damaged.

19 70 19-06-'13 2+400 (LHS)

Damage of DBM Edges due

to Non Construction of Proper earthen Shoulders

to left hand Carriageway.

20 71 19-06-'13 46+620 (RHS)

Damage of DBM towards Shoulder and lack of

protection made to the slope of return wall of

structure.

21 72 19-06-'13 0+000 to 42+800

Diversions provided on Project road are not conforming to IRC: SP: 55 and IRC: SP: 84.


Sl No.

NCR No

Date Chainage

&

Side



22 73 19-06-'13

2+400 (RHS)

and 2+780 (LHS)

DBM Settlement in the full

width of New Carriageway.

23 74 19-06-'13 42+000 to 84+000

Diversions provided on

Project road are not conforming to IRC: SP: 55

and IRC: SP: 84.

24 75 16-07-'13 53+661 (RHS)

“Vaishnav Prime” Steel used in slab Box culvert

and it’s working drawing not submitted for IE’s

Concurrence.

25 76 18-07-'13 81+606

Vave Bridge

Highway alignment and bridge alignment appears

to be not matching.

26 77 19-07-'13 44+119 Nigade

Bridge

Pile foundation work is carried out without

conducting the initial pile load test and routine pile

load test at P2 & P4 locations as per Clause-

1113 of MoRTH specifications.

27 78 19-07-'13

15+480

Kharpada Bridge

Pile foundation work is

carried out without conducting the initial pile

load test and routine pile load test at A1, P1, P3, P4

& P5 locations as per

Clause-1113 of MoRTH specifications.

28 79 22-07-'13 57+976

Patansai


matching. Center line of

alignment not checked.

29 80 22-07-'13 62+348

Local Nallah

The centerline of highway

and bridge structure not

matching. Center line of alignment not checked.

30 81 22-07-'13 69+140 Local

Nallah


matching. Center line of


31 84 23-07-'13 63+300

Local Nallah


and bridge structure not matching. Center line of


32 86 02-08-'13 15+878

kharpada

bridge

Girder G-2 stacked improperly on ground.

Supports are not provided

on bearing point of girder and supports are sunk, due

to poor ground strata. Cracks also observed on surface of girder, diaphragm wall


Sl No.

NCR No

Date Chainage

&

Side



reinforcement are bent.

33 88 07-08-'13 Pali Plant

“VAISHNAVI PRIME” steel is used for reinforcement of

friction slab and crash barrier without source

approval.

34 90 08-08-'13

Wadkhal Flyover girder

(J-2 outer 7 no.)

Precast girder is lifted and shifted to the stacking yard

without carrying the grouting operation of cable.

Further, support provided below girder is not proper.

This will affect the quality

and durability of structure.

35 91 21-08-'13

Wadkhal

Flyover girder

No-1 to 9 (J-2 outer)

Pre-stressed girder

concrete for Wadkhal

Flyover was done with 100 % crusher sand.

36 92 21-08-'13 15+878 (RHS)

SAIL EQR and VAISHNAV Prime steel used in G-A

type (P-12 to P-13) girder

without source approval. There is no CPCC treatment

carried out on reinforcement.

37 93 27-08-'13

26+188

Bhogeshwari Bridge

(RHS)

“VAISHNAV Prime” steel

used in deck slab (P4- P5) Without source approval.

Also concrete slump observed at site is 180 mm.

This is not acceptable as per MoRTH specification

Clause-81704.1.

38 94 27-08-'13

26+188 Bhogeshwari

Bridge (RHS)

Structure cracks formed at the girder no. G4 (P5-A2)

span near A2 side bearing.

39 95 27-08-'13 23+450 to

23 +480 (RHS)

Work carried out for the

wall without concurrence of drawing. Also, SBC test is

not carried out for foundation strata.

40 101 20-11-‘13 Minor/Major

Bridge Location

Crash barrier/hard rails are

missing / broken in many locations. This is dangerous

for the traffic and road users.

41 102 02-12-‘13

57+976

RHS Patansai

Bridge


and bridge are not matching. The issue was

notified many times, NCR

No-79 already issued, slab is cast, and Centerline is

still not modified.


Sl No.

NCR No

Date Chainage

&

Side



42 104 07-01-‘14 5+000

(LHS)

Unapproved steel Vaishnav

Prime TMT steel is used in Raft without concurrence

from IE. Concreting of raft also done without

concurrence.

43 105 18-01-‘14 22+800

Pipe Culvert

Pipe culvert at Ch. 22+800 is not constructed. Road

work including WMM is completed at above

location without

construction of pipe culvert required as per Concession

Agreement and concurred drawing.

44 108 27-01-‘14 27+100 (LHS)

Concreting of raft

foundation is abruptly stopped due to shortage of

cement. Due to this cold joint formed more than

50% area of raft which is structurally unsafe. Further

concreting is resumed after more than 10 hours

without concurrence of IE.

45 109 27-01-‘14

26+188 Bhogeshawari

Bridge

Abutment A2 & Independent

Return Wall.

Filter media behind

abutment A2 is being laid

without cleaning of weep holes.

46 111 30-01-‘14

26+188 (RHS)

Bhogeshwari Bridge

Major honey combing was

observed in the bottom of I

girder of P1-P2 span of Bhogeshwari bridge. This

might have happened due to poor quality concrete

and improper vibration.

47 112 30-01-‘14

38+245 to

39+380 (LHS)

DBM first layer had been laid from 38+245 to

39+380 (LHS) and diversion. During routine

lab testing retained stability was found 67.42%, which

is less than the required minimum stability (80% as

per MoRTH).

48 113 30-01-‘14

22+705 to

22+900 (RHS) DBM

DBM is having very high marshall stability (2300 kg

against the design of 1150

kg). The flow observed is 75 mm against the MoRTH

value of 2-4 mm.

49 114 30-01-‘14 38+800 to

41+600 (LHS)

and 22+700 to

Pneumatic Tyred Roller (PTR) has not been used

for DBM compaction as per


Sl No.

NCR No

Date Chainage

&

Side



22+900 (RHS) approved method

statement.

50 116 04-02-‘14 60+984 (RHS)

Pipe culvert at above chainage is constructed

without concurrence of working drawing. Also, it

appears that pipe culvert top level is above Finished

Road Level.

51 117 12-02-‘14 0+000 to 84+000

Drawing for applicable typical cross sections not

yet submitted in spite of several reminders. This is

very important during

Project execution.

52 119 01-03-‘14 66+808 (RHS)

PCC and foundation is

carried out without

establishing/ confirming safe bearing capacity of

foundation strata.

53 121 21-04-‘14

69+200 to

69+340 (RHS)

& 69+800 to 69+900 (RHS).

Bituminous Concrete laid

without constructing kerb.

54 122 21-04-‘14 58+040 (RHS)

(1) Kink formation due to abrupt merging of kerb

near structure location.

(2) Kerb line is out of alignment and not

matching as per the latest concurred drawings.

55 123 21-04-‘14 61+330 to 61+410

(RHS)

Heaps of WMM mix

dumped directly on the Bed of WMM first layer couple

of days ago. The moisture from the WMM mix has

already been dried up whereas it was required to

be placed and rolled at a

moisture content +1 or -2% of OMC.

56 124 21-04-‘14 44+155 Nigade

(RHS)

Even after several reminders initial pile load

test is not carried out.

Further piling/ sub structure work is carried

out at P2 and P4 locations without doing the initial

and routine pile load tests.

57 125 21-04-‘14 15+878

(LHS)

Even after several reminders initial pile load

test is not carried out. Further piling/ substructure

work is carried out at A1, P1, P3, P4, P5, P22, P23

and P24 locations without


Sl No.

NCR No

Date Chainage

&

Side



doing the initial and routine

pile load tests.

58 127 21-04-‘14 70+227

Bituminous Concrete is laid

on culvert slab and approach slab without

laying mastic asphalt.

59 128 21-04-‘14 69+849


on culvert slab and

approach slab without laying mastic asphalt.

60 129 21-04-‘14 57+976

(RHS)

Settlement of DBM and

development of Cracks towards shoulder of freshly

laid DBM in the approach to the minor bridge.

61 130 21-04-‘14 69+200 to 70+380

(RHS)

Surface Regularity Test not

Carried Out Over DBM Surface - BC carried out in

the above stretch without conducting the surface

regularity test over the previously laid DBM

surface.

62 131 21-04-‘14

26+188

Bhogeshwari bridge (RHS)

Abutment A2 Retaining Wall, it is observed that

weep hole is not provided/cleaned before

placing of filter media as per concurred drawing.

63 132 21-04-‘14

26+188

Bhogeshwari bridge (RHS)

Unapproved VAISHNAV 500

PRIME steel is used for reinforcement.

64 133 21-04-‘14 30+930

VUP Raft (RHS)

Unapproved SUN TMX and VAISHNAV 500 PRIME steel

is used for reinforcement.

65 134 21-04-‘14 28+535

ROB R/w (LHS)

Unapproved SUN TMX and

VAISHNAV 500 PRIME steel is used for reinforcement.

66 135 21-04-‘14 71+000 to

71+050 (RHS)

Laying temperature of BC

in the above stretch was checked and found 75.4° C,

which is much below the required temperature as

per MoRTH specifications.

67 136 13-05-‘14

Kharpada

Bridge G-1 Type 5/5 G.

No-21 at Ch. 15+828

Compressive strength of M45 grade concrete found

less than 45N/mm2 for 28 days strength testing

(observed strength 39.56 N/mm2). The data recorded during test is

enclosed.


Sl No.

NCR No

Date Chainage

&

Side



68 137 13-05-‘14

Diversion at

Ch. 52+250 to 53+380

Diversion plan not

submitted for IE’s concurrence. Diversion

made at site is not as per IRC:SP:55 & Clause-112 of



69 139 13-05-‘14

Diversion at Ch. 69+200 to

71+990.

Diversion plan not

submitted for IE’s concurrence. Diversion

made at site is not as per

IRC:SP:55 & Clause-112 of MoRTH specifications.


70 142 26-05-‘14

GSB at Ch.

52+500 to 52+750 (LHS)

GSB being spread

haphazardly using

JCB/Poclain and not with grader. The material used

for GSB seems to be mixed with WMM material and not

uniform. This is against the specifications and good

engineering practice.

71 143 26-05-‘14

WMM IInd Layer at Ch.

52+000 to

53+100 (LHS)

WMM IInd layer material directly dumped on the Ist

layer and not being placed uniformly with paver and

compacted immediately at

OMC. This is against the specifications and Good

Engineering Practice.

72 144 30-05-‘14 Kharpada

Bridge P5 Pier

Cap

During site inspection it

was observed that 16 mm,

12 mm, 10 mm, Vaishnav Prime TMT Steel is used for

pier cap reinforcement. CPCC treatment not carried

out properly.

73 145 30-05-‘14

Deck Slab of

Nallah

diversion Ch. 4+930 to

4+950 (RHS)

Unapproved Vaishnav

Prime TMT steel is used in

pile Cap without source approval. CPCC of steel is

not carried out properly.

74 146 30-05-‘14 Pier P3 Pile cap

of Kharpada

Bridge

Unapproved steel Vaishnav

Prime TMT was used in

deck slab without source approval. CPCC of the steel

is not carried out properly. Cover to the reinforcement

not as per concurred drawing. Formwork, joint

are not Leak proof and strong.


Sl No.

NCR No

Date Chainage

&

Side



75 147 12-06-‘14

Pier Kharpada Bridge at Ch.

15+878- Pier P-9 to P-10

No safety arrangements are

done at girder launching location. Gangway with

handrail not constructed over pier cap. Ladder

erected to inspect

launching activity is very steep and without any

hand rail. This is very dangerous and major

safety hazard.

76 148 01-07-‘14

P11-P12 Girder No-25 & 26

Inner Girder- Kharpada

Bridge

VAISHNAV 500 Prime steel is used for reinforcement.

The above reinforcement steel source approve is not

concurred by IE.

77 149 01-07-‘14

VUP Hamarapur at

Ch. 23+460 (RHS) Raft

During site inspection of VUP Hamarapur raft, it is

observed that VAISHNAV 500 Prime steel is used for

reinforcement. The above reinforcement steel source

approve is not concurred by IE.

78 150 02-07-‘14 0+990 to

1+500

Road work carried out not

as per concurred plan, profile and cross section

drawings.

79 151 02-07-‘14 17+600 to

18+400

Road work carried out not as per concurred plan,

profile and cross section drawings.

80 152 03-07-‘14 55+640 to

55+950

Road work carried out not

as per concurred plan, profile and cross section

drawings.

81 153 17-07-‘14

Box Culvert (Widening -

Service Road) at Ch. 41+960

(RHS)

“VAISHANV PRIME Steel 10 mm, 12mm, 16mm dia bar

used in deck slab reinforcement. Vaishnav

Prime steel source not

concurred by IE.

82 154 18-07-‘14

Damage of DBM on New

Carriageway Ch. 61+090 to

61+150 (RHS)

DBM damaged badly on the

stretch of new carriageway on RHS.

83 155 19-07-‘14

Development of many

Potholes/distress in BC in the

stretch Ch. 45+860 to

47+800 (LHS) MCW

Several potholes/cracks have been developed in the

newly laid BC at Ch. 45+870, 45+990, 46+470,

46+600, 46+760, 47+000, 47+040, 47+050, 47+250,

47+360 to 47+390, 47+10, 47+660.


Sl No.

NCR No

Date Chainage

&

Side



84 158 23-08-‘14

Deck Slab Reinforcement

VUP at Ch. 27+755 (LHS)

Un-approved “VAISHNAV

PRIME TMT” steel is used in deck slab of VUP without

source approval. CPCC treatment for steel is not

carried out properly.

85 159 23-08-‘14 Box Culvert at Ch. 39+133

(LHS)

No safety barrier provided (in spite of several

reminders) and shoulder not constructed.

86 160 23-08-‘14

Median Drain

at Ch. 80+700 to 81+100

(1) Work executed without

concurrence of median drain drawings.

(2) The cross chutes are constructed perpendicular

to the highway which is not

correct and not acceptable.

87 161 23-08-‘14

Development

of Many potholes/patch

es in the newly laid BC at Ch.

69+200 to

71+800 (RHS)

Development of many

potholes/patches in the newly laid BC at Ch.

69+200 to 69+380,

69+760 to 69+780, 69+965, 70+120 to

70+180, 70+570 & 71+040 and increasing day by day.

88 163 24-09-‘14 Badly

Distressed

DBM locations

Badly Distressed DBM

locations:

(1) 0+540 to 0+920 (LHS).

(2) 1+740 to 1+780 (LHS).

(3) 1+990 to 2+050

(RHS).

(4) 3+530 to 3+560 (LHS).

(5) 22+680 to 22+710

(RHS).

(6) 22+800 to 23+200

(RHS)

(7) 22+380 to 22+400

(RHS).

(8) 40+520 to 40+535

(LHS)

89 164 24-09-‘14 Badly

Distressed

DBM locations


locations:

(1) 40+410 to 40+940

(LHS).

(2) 41+250 to 41+470

(LHS).

(3) 41+880 to 41+920

(LHS).

(4) 43+200 to 43+500

(LHS).

(5) 43+350 to 43+400

(RHS)

(6) 46+070 to 46+150 (RHS).

(7) 46+350 to 46+400


Sl No.

NCR No

Date Chainage

&

Side



(RHS).

(8) 48+200 to 48+600

(LHS).

90 165 24-09-‘14

Badly

Distressed DBM locations


locations:

(1) 52+240 to 52+590

(RHS).

(2) 53+210 to 53+240

(RHS).

(3) 54+930 to 60+060

(RHS).

(4) 60+190 to 60+210

(RHS).

(5) 61+150 to 61+230

(RHS).

(6) 63+450 to 63+850 (LHS).

(7) 63+730 to 63+530

(RHS).

(8) 69+530 to 69+600

(LHS).

91 166 24-09-‘14

Badly



locations:

(1) 77+880 to 77+910

(RHS).

(2) 77+900 to 78+800

(LHS).

(3) 78+300 to 78+310

(RHS).

(4) 79+780 to 81+120 (LHS).

(5) 80+120 to 80+160

(RHS).

(6) 80+200 to 80+300 (RHS).

(7) 80+400 to 80+500

(RHS).

(8) 80+700 to 80+750

(RHS).

92 167 24-09-‘14

Badly



locations:

(1) 81+000 to 81+500

(RHS).

(2) 81+250 to 81+450

(LHS).

(3) 82+730 to 83+020

(RHS).

(4) 82+880 to 82+940 (LHS).


Sl No.

NCR No

Date Chainage

&

Side



93 168 29-09-‘14

Box Culvert Retaining Wall

At Ch. 51+690 (LHS)

Concreting of retaining wall raft (Panvel side LHS is

carried out without vibrators (Compaction not

carried out). Also Vaishanv Prime steel is used in

reinforcement for which source is not concurred.

94 169 09-10-‘14

Box culvert at

Ch. 45+977 (LHS)

Crash barrier finished concrete surface is not in

line and level and totally bulged. This might have

happened due to improper support and formwork is

not strong. Honeycombing

also observed in retaining wall 4th lift.

95 170 15-11-‘14

Slab culvert at

Ch. 82+583

(LHS)

Unapproved steel Vaishnav Prime TMT used in crash

barrier without concurrence from IE.

96 171 15-11-‘14

Median Drain

at Ch. 69+980 to 70+350 &

82+900 to 84+300

(1) Work executed without concurrence

of design and

drawing. (2) Proper curing is not

done, several cracks developed in median

drain wall and bottom PCC.

97 172 15-11-‘14

Median Drain

at Ch. 45+890 to 46+120,

46+300 to 46+610,

47+210 to

47+620 and 52+330 to

52+670-

(1) Work executed

without concurrence of design and

drawing. (2) Proper curing is not

done, several cracks

developed in median drain wall and

bottom PCC.

98 173 19-11-‘14

Retaining Wall

Raft at Ch. 23+400 to

23+410 (RHS)

“Vaishnav Prime TMT-500”

steel is used for raft

reinforcement without source approval. CPCC has

not been carried out properly.

99 174 19-11-‘14

Retaining Wall Raft at Ch.

23+473 to

23+490 (LHS)

“Vaishnav Prime TMT-500” steel is used for raft

reinforcement without

source approval.

100 176 09-12-‘14

Approaches to

Pen ROB- broken &

missing railing on either

sides-safety

hazard

Railing provided on either

sides of the approaches to pen ROB are found to be

broken/missing at many places resulting into a major safety hazard to the

road users. Concessionaire


Sl No.

NCR No

Date Chainage

&

Side



have not done the

barricading in spite of several reminders.

101 177 09-12-‘14

Improper

barricading at

Ch. 22+600 to 23+250 (LHS)-

safety hazard

Deep road cutting on LHS

improper and non-continuous barricading is

provided causing safety hazard to the road users.

Concessionaire have not provided crash barrier in

spite of several reminders.

102 178 15-12-‘14

Retaining Wall Raft at Ch.

23+510 to

23+530 (RHS)

In spite of availability of concrete pump, concreting

of raft was carried out using chute. Due to this,

concrete is segregated and

honey-combing developed. Reinforcement also not

covered with concrete.

103 179 22-12-‘14

DBM top Level

Checking Ch. 40+220 to

40+780 (RHS) - RFI No. 6556

Ch. 51+920 to

52+090 (RHS) - RFI No.

22251. Ch. 57+360 to

57+510 (RHS) - RFI No.

22438.

With reference to above mentioned RFI’s, levels of

DBM top surface were checked and found beyond

permissible limits. These

were intimated for rectification vide Our letter

no. PIP/IE/SPITPL / 2014 / 2243 dated. 28-04-2014

but no rectification is carried out till date.

104 180 24-12-‘14

Section-I-Non

Calibration of

Lab Equipments

and Plant

Due date of machinery and

plant calibration are finished and they are not

re-calibrated.

105 181 24-01-‘15

Box Culvert Retaining wall

Raft at Ch.

51+690 (RHS).

Following deficiencies observed in formwork and

reinforcement of foundation:

(1) Bottom cover is 20 mm only.

(2) Shuttering is not provided on One side.

(3) Totally waterlogged.

(4) Reinforcement lapping is not provided.

(5) Vaishnav Prime steel is used. (This source was never concurred).

In spite of above deficiencies, concreting was carried out.

106 182 09-02-‘15 Pipe Culvert at NP4 pipes laid is damaged


Sl No.

NCR No

Date Chainage

&

Side



Ch. 50+808

(RHS)

and reinforcement of pipe

also exposed near the joint.

Gap between jointing of

pipe is not as per

specification and finishing

at jointed surface is not in

consistence with exterior

and interior surface at pipe.

Honey combing also

observed in head wall of

pipe culvert. This is not

acceptable. This issue was

already discussed with EPC

Contractor and PMC.

107 183 26-02-‘15

Box Culvert at

Ch. 66+808 (RHS)

(1) Construction joint for

the wall not done as

per specifications.

(2) Vaishanv Prime steel

used for both wall and

slab.

(3) Reinforcement steel

completely corroded

and not cleaned.

(4) Cover to

reinforcement is

30mm only which is

less than 50 mm.

108 184 28-02-‘15 Ch. 66+850 to

66+870 (LHS)

DLC not done

properly. The DLC

surface is loose and

having undulations.

109 186 04-03-‘15 Ch. 66+730 to 66+760 (RHS)

- DLC

DLC not properly

compacted resulting into

irregular surface Concrete

is very loose. It may be

noted that as per MoRTH

clause 601.5.5.5, the

surface of DLC should be

smooth.

110 188 05-03-‘15

Ch. 66+808 -

RHS - Backfilling

For the backfilling for the

box culvert at Ch. 66+808

(RHS) is from unapproved

cut material. It is not laid in

layers.

111 189 11-03-‘15 Ch. 64+420 to 64+460 - RHS

WMM mix dumped directly

on the bed of GSB layer a

couple of days ago. The


Sl No.

NCR No

Date Chainage

&

Side



mixture from the WMM mix

has already been dried up

whereas it was required to

be placed & rolled at

moisture content, (+)1 or

(-)2% of OMC. WMM

should be laid with paver.

112 190 24-03-‘15

Box Culvert

Approach Slab (Indapur Side)

at Ch. 66+808 (RHS)

Concreting of approach

slab carried out. For this

location pervious RFI of

filter media and backfilling

have been rejected due to

weep holes not cleaned

and filter media less than

600 mm width/backfill also

was rejected.

113 191 10-04-‘15

Nigade Bridge

at Ch. 44+195 (RHS)

(1) Initial pile load test not

carried out.

(2) Steel used for pile

completely corroded.

(3) Founding level not

achieved as per

concurred drawings.

114 192 10-04-‘15

Kerb Casting at

Ch. 61+550 to

61+700 (RHS) and 77+060 to

77+300 (LHS)

(1) Curing compound not

applied to the whole length

and both sides of the kerb.

(2) Saw cut groove not

done due to which cracks

started developing.

115 196 16-04-‘15

Slab Culvert at

Ch. 42+520 (RHS)

(1)Work carried out without

concurred drawing.

(2)Abutment A2

constructed at wrong

location.

(3) Pipe is embedded on

abutment without any

design consideration.

(4) The issue was

explained to

Concessionaire/Contractor

many times.

116 197 16-04-‘15

MCW at Ch.

53+520 to 53+890 (RHS)

This portion will come

under the RE wall

approaches where RE Wall

backfill material is to be

laid.

117 200 22-05-‘15 PQC at Ch. M-40 grade concrete cube


Sl No.

NCR No

Date Chainage

&

Side



66+821 to

66+840 (RHS)

of PQC has been failed for

28 days compressive

strength (observed volue

32.44 N/mm2).

118 201 23-11-‘15

Poor Quality of

BC at Ch. 38+540 to

39+250 (LHS)

(1) NCR on DBM (Nos. 112

& 114) not closed out

before laying of BC.

(2) Kerb not constructed in

the entire stretch.

(3) Surface

roughness/regularity

test on DBM not

carried out.

(4) BC laid without fixing

sensor wire.

(5) Pneumatic Tyred Roller

(PTR) not used for

compaction and

kneading action.

(6) Compaction towards

edges very poor and

thickness also very

less.

(7) Finished BC surface is

very uneven and

undulated.

(8) Shoulder not

constructed.

119 202 23-11-‘15

Box Culverts at

Ch. 38+800

(RHS), 39+030 (B/s),

40+246 (RHS), 40+564 (RHS),

40+750 (RHS), 40+906 (RHS),

41+125 (RHS), 41+268 (RHS),

41+414 (RHS),

41+559 (RHS).

At these culvert locations


on deck slab without laying

Mastic Asphalt as per

concurred drawing.

120 203 27-11-‘15

Poor Quality

BC at Ch.

39+940 to

40+790 (LHS):

(1) NCR on DBM (No-

114) not closed out

and BC laid over

damaged DBM bed.

(2) Surface


test on DBM not

carried out.

(3) Tack coat not applied


Sl No.

NCR No

Date Chainage

&

Side



uniformly.


sensor wires.

(5) Laying carried out at

lower temperature.

(6) Improper compaction

resulting in

development of cracks

and uneven finished

surface

(7) Poor compaction near

kerb

(8) Irregular edge line.

(9) PTR not used for

compaction and

kneading action

121 204 30-11-‘15

Poor Quality

BC at Ch.

40+790 to

41+810 (LHS)

(1) NCR on DBM (No-

114) at this stretch not

closed out and BC laid.

(2) Surface


test on DBM not

carried out.

(3) BC laid on damaged

DBM bed underneath.

(4) Thickness seems to

be less towards

edges.


sensor wires and PTR.


uneven and

undulated.

122 205 30-11-‘15

Excavated Material Being

Dumped at Ch.

65+800 to 66+100 (LHS)

Excavated Material Being

Dumped at Ch. 65+800 to

66+100 (LHS) without any

compaction and testing.

This is not acceptable as

per specifications.

123 206 30-11-‘15

Paved Shoulder to PQC at Ch.

66+640 to 66+740 (RHS).

DBM laid is in level with

PQC leaving no space for

BC to lay over it. DBM laid

was loose and not

compacted properly.

124 207 30-11-‘15

Box Culvert Retaining Wall

Raft at Ch. 42+922 (RHS)

Retaining wall raft, steel is

corroded. Raft area was

completely water-logged


Sl No.

NCR No

Date Chainage

&

Side



and not cleaned properly.

Sufficient cover was not

provided. Reinforcement

not tied properly. Further,

concrete was poured

without rectifying these

defects.

125 208 30-11-‘15

Box Culvert at

Ch. 77+265 (LHS)

Condition survey was not

carried out for the

structure. Superstructure is

constructed while the

substructure and

foundation are not in good

condition.

126 209 01-12-‘15

Poor Quality

BC at Ch.

43+200 to

43+690 (LHS)

(1) NCR on DBM (No- 164)

at this stretch not

closed out .

(2) Surface roughness

/regularity test on DBM

not carried out.

(3) Thickness of BC

appears to be less,

especially at edges.


sensor wires and PTR.

(5) Kerb not constructed in

the entire stretch


uneven, undulated and

cracks developed at

several locations

127 210 12-12-‘15

68+827 (LHS)

Box Culvert

raft

Foundation area is totally

water-logged and loose

materials, mud and debris

was not cleaned.

Reinforcement steel

spacing, cover and lap

length was not as per

specification. Formwork

was not robust and strong

and joint were not leak-

proof. Reinforcement steel

was corroded. In spite of

above deficiencies,

concrete was done.

128 211 15-12-‘15 Poor Quality

BC at Ch.

(1) Carrying out of BC

over damaged /


Sl No.

NCR No

Date Chainage

&

Side



38+590 to

39+390 (RHS)

distressed DBM without

rectification.

(2) Surface roughness /

regularity test on DBM

not carried out.

(3) Kerb not constructed

in the entire stretch


sensor wires and

without using PTR.


uneven and

undulated.

(6) Thickness of cores

taken were found less

than the required at

many locations.

(Details enclosed)

129 212 16-12-‘15

Poor Quality

BC at Ch.

40+030 to

41+830 (RHS)

(1) BC carried out over

damaged/distressed

DBM without

rectification.

(2) NCR on DBM (No.

179) not closed out

before laying of BC.

(3) Surface


test on DBM not

carried out.

(4) Kerb not constructed

in the entire stretch.

(5) BC laid without sensor

wires and PTR.

(6) BC temperature during

rolling found less than

required.

(7) Uneven and undulated

finished BC surface.

(8) BC thickness less

especially towards

edges.

130 213 19-12-‘15

BC Without

Shifting of

Electrical Pole

at Ch. 82+890

(RHS)

Electrical pole not shifted

even at the time of laying

the BC at the above

location.

131 214 19-12-‘15 Box Culvert PCC was laid on water and


Sl No.

NCR No

Date Chainage

&

Side



PCC at Ch.

70+430 (LHS)

non-compacted foundation.

Safe bearing capacity also

not confirmed.

Reinforcement also is laid

without rectifying above

deficiencies.

132 215 29-12-‘15

BC layer failed

in compaction

at Ch. 79+685

to 80+965

(RHS)

NCR on DBM no. 166 not

closed out. Cores taken

from site and checked in

laboratory failed in

compaction in the above

stretch.

133 216 29-12-‘15

Use of un-

approved

cement Birla

gold

It was observed that

“BIRLA GOLD” cement is

being used for various

structural concrete without

source approval. Also mix

design was not carried out

for this cement source.

134 217 06-01-‘16

Ch. 59+870 to

59+950 (RHS)

& Ch.68+655

to 68+760

(RHS)

DBM laid without using

sensor paver and in half

width. DBM laid without

construction of kerb at Ch.

59+870 to Ch. 59+950

(RHS). PTR was not used.

135 218 07-01-‘16

Box culverts at

Ch. 70+480,

70+694,

70+971,

71+086,

71+502 and

71+685

During the site inspection it

is observed that at above

box culvert locations,


on box culvert and

approach slab without

laying Mastic Asphalt.

Table 4.3 Details of Site Inspection Notes.

Inspection Note No Date

Site Inspection No-1 22-02-2012 & 29-02-2012

Site Inspection No-2 15-03-2012
























Table 4.4. Details of Audit Reports

Table 4.5 Details of Tests Carried Out (Nos)

Material Test Reference Up to Last

Month

During the

Month

Cumulative Including this Month

Cumulative

Failed

Cumulative Nos

Witnessed by IE

Earthwork in Embankment

(a) Sand Content IS:2720 (Part-4) 2173 0 2173 0 485

(b) Liquid Limit Test IS:2720 (Part-5) 2172 0 2172 0 485

(c ) Plasticity Test IS:2720 (Part-5) 2172 0 2172 0 485

(d) Lab. Density test IS:2720 (Part-8) 2172 0 2172 0 485

(f) Moisture content test IS:2720 (Part-2) 3707 0 3707 0 362

(g) Field Density by sand replacement method

IS:2720 (Part-28) 8984 216 9200 5 599

Subgrade

(a) Sand Content IS:2720 (Part-4) 888 0 888 0 143


(c) Plasticity Test IS:2720 (Part-5) 888 0 888 0 143

(d) Lab. Dry Density IS:2720 (Part-8) 888 0 888 0 1144

(f) Moisture content test IS:2720 (Part-2) 3803 0 3803 0 387

(g) CBR Test IS:2720 (Part-16) 449 0 449 0 77

(h) Field Density by sand replacement

IS:2720 (Part-28) 6129 108 6237 17 549

Sl. No Audit Report No Date of Audit

1 Audit Report No - 1 13-12-2012






Month

During the

Month


Cumulative

Failed

Cumulative Nos

Witnessed by IE

method

Granular Subbase

(a) Gradation IS 2386 (Part-1) 1567 0 1567 0 231


(c) Plasticity Test IS:2720 (Part-5) 1548 0 1548 0 212

(d) Moisture content Prior to compaction

IS: 2720 ( Part-2) 2599 0 2599 0 260

(e) CBR test IS:2720 (Part-16) 2 0 2 0 1

(f)Density of compacted layer

IS:2720 (Part-28) 4261 66 4327 1 391

(g) Water absorption IS: 2386 ( part-3) 16 0 16 0 2

(h) 10% Fines BS:812 (Part-III) 6 0 6 0 2

Wet Mix Macadam (Crushed Stone Aggregates)

(a) Gradation IS 2386 (Part-1) 2366 0 2366 0 297

(b) Aggregate Impact value

IS:2386 (Part-4) 2072 0 2072 0 263

(c) Water Absorption IS: 2386 ( Part-3) 26 0 26 0 14

(d) Flakiness and Elongation Index

IS: 2386 (Part-1) 1799 0 1799 0 240

(e) Liquid Limit Test IS:2720 (Part-5) 2149 0 2149 0 261

(f) Plasticity Test IS:2720 (Part-5) 2135 0 2135 0 261

(g ) Field Density by sand replace method

IS:2720 (Part-28) 3519 246 3765 7 321

Ordinary Portland Cement

(a) Fineness

322 5 327 0 71

(b) Initial Setting time 337 5 342 0 61

(c) Final Setting time 337 5 342 0 61

(d) Compressive Strength

- -

- -

3 Days 329 4 333 0 59

7 Days 326 5 331 0 64

28 Days 319 4 323 0 61

(e) Chemical Requirements

6 0 6 0 0

Coarse Aggregates

(a) Gradation Individual & All in One Agg.

IS:383 and MORT&H Table1000-

1 5338 17 5355 0 792

(b) Water absorption IS:2386 (Part3) 197 0 197 0 26

(c) Specific gravity IS:2386 (Part3) 168 0 168 0 23

(d)Los Angeles abrasion value

IS:2386 (Part4)

126 0 126 0 23

(e) Aggregate Impact value

922 6 928 0 141

(f) Flakiness and Elongation Index

IS:2386 (Part-1) 849 6 855 0 125

(g) Soundness IS:2386 (Part5) 18 0 18 0 0

(h)Alkali-aggregate reactivity

IS:2386 (Part7) 15 0 15 0 0

Fine Aggregates

(a) Gradation IS:383 and

MORT&H Table 1000-1

2559 12 2571 0 539

(b) Water absorption IS:2386 (Part3) 154 0 154 0 18

(c) Specific gravity IS:2386 (Part3) 136 0 136 0 18

(d) Fineness Modulus Section 1008 of

MORT&H 2470 12 2482 0 539

Water Chemical Tests

(a) Organic matter

11 0 11 0 0

(b) Inorganic matter 11 0 11 0 0

(c) Sulphates(as So4) 23 0 23 0 2

(d) Suspended matter 11 0 11 0 0

(e) Chlorides(as Cl) 23 0 23 0 2



Month

During the

Month


Cumulative

Failed

Cumulative Nos

Witnessed by IE

(f) pH Value 23 0 23 0 2

Admixtures

(a) Dry material content

17 0 17 0 0

(b) Ash content 17 0 17 0 0

(c) Relative Density 17 0 17 0 0

(d) Chloride ion content 17 0 17 0 0

(e) pH value 17 0 17 0 0

Concrete

(a)Compressive/ Flexural Strength

Section 900 and Section 1700 of

MORT&H IS:516 - - - - -

For M-15 Grade 7 Days 1520 11 1531 1 472

28 Days 2161 11 2172 0 681

For M-20 Grade 7 Days 2289 8 2297 2 688

28 Days 3856 7 3863 3 907

For M-25 Grade 7 Days 904 4 908 1 217

28 Days 1364 5 1369 1 437

For M-30 Grade 7 Days 1185 9 1194 1 304

28 Days 2666 18 2684 2 680

For M-35 Grade 7 Days 797 5 802 0 168

28 Days 1325 5 1330 5 424

For M-40 Grade (Str.) 7 Days 401 6 407 2 73

28 Days 479 12 491 0 132

For M-20 Grade Kerb 7 Days 397 3 400 1 88

28 Days 575 0 575 0 153

For M-35 Kharpada 7 Days 98 0 98 0 13

28 Days 278 0 278 0 44

For M-40 Kharpada 7 Days 24 0 24 0 3

28 Days 86 0 86 0 10

For M-45 Girder 7 Days 47 0 47 1 11

28 Days 141 0 141 3 45

For PQC 7 Days 40 4 44 0 13

28 Days 41 0 41 2 13

For DLC

15 4 19 0 8

Reinforcing Steel

(a) Chemical Analysis

IS:1786-1985 IS:1608-1972 IS:226-1975 IS:1599-1974

IS:2770 (Part 1)-1967

- - - - 0

% of Carbon 45 0 45 0 0

% of Sulphur 45 0 45 0 0

% of Phosphorus 45 0 45 0 0

(b) Nominal Mass 303 0 303 0 0

(c) 0.2 %Proof Stress 304 0 304 0 0

(d) Tensile Strength 304 0 304 0 0

(e) Elongation % 304 0 304 0 0

(g) Bend Test 304 0 304 0 0

(h) Re-bend Test 304 0 304 0 0

NP4 class precast 1000mm dia

pipe

Physical test IS: 458 28 0 28 0 1

NP4 class precast 1200mm dia pipe

Physical test

28 0 28 0 1

Prime Coat (Bituminous Emulsion)

Rate of Application IS:8887 & MORT&H

CI.502 1191 162 1353 0 96

Track Coat (Bituminous Emulsion)

Rate of Application IS:8887 & MORT&H

CI.503 1374 246 1620 0 102



Month

During the

Month


Cumulative

Failed

Cumulative Nos

Witnessed by IE

Dense

Bituminous Macadam (Grade 1)

(a) Quality of Binder (VG-30)

IS:73 - - - - -

(i) Presentation IS:73 75 5 80 0 37

(ii) Softening Point IS:73 75 5 80 0 37

(iii) Ductility IS:73 68 0 68 0 8

(iv) Flash and Fire Point IS:73 45 5 50 0 7

(b) Aggregate Impact Value

IS:2386 (Part-4)

990 32 1022 0 111

(c) Los Angeles Abrasion test

18 0 18 0 8

(d) Flakiness and Elongation Index

IS:2386 (Part-1) 990 32 1022 0 113

(e) Stripping Value IS:6241 and

AASTHO-T182 25 0 25 0 3

(f) Water Absorption of Aggregated

2 0 2 0 1

(g) Soundness I670S:2386 (Part-5) 2 0 2 0 0

(h) Grading MORT&H Tables 500.9

MORT&H 342 14 356 0 70

(i) Bitumen Content % 340 14 354 0 70

(j) Density of Compacted layer % by 100mm Dia core

1900 74 1974 0 367

(k) Stability of Mix ASTM D 1559 and As per MORT&H Tables

500-11

334 14 348 2 67

(l) Flow of Mix 334 14 348 0 67

(m) Water sensitivity of Mix

4 0 4 - 1

Dense Bituminous Macadam (Grade 2)

(a) Aggregate Impact

Value IS:2386 (Part-4)

18 0 18 0 6

(b) Los Angeles Abrasion test

2 0 2 0 2

(c) Flakiness and Elongation Index

IS:2386 (Part-1) 22 0 22 0 7

(d) Stripping Value IS:6241 and

AASTHO-T182 1 0 1 0 1

(e) Water Absorption of Aggregated

3 0 3 0 3

(f) Soundness I670S:2386 (Part-5) 0 0 0 0 0

(g) Grading MORT&H Tables 500.9

MORT&H 21 0 21 0 16

(h) Bitumen Content % 10 0 10 0 5

(i) Density of Compacted layer % by 100mm Dia core

51 0 51 0 21

(j) Stability of Mix ASTM D 1559 and As per MORT&H Tables

500-11

19 0 19 0 15

(k) Flow of Mix 19 0 19 0 15

(l) Water sensitivity of Mix

1 0 1 0 1

SDBC (Grade 2)

(a) Aggregate Impact Value

IS:2386 (Part-4)

1 0 1 0 1

(b) Los Angeles Abrasion test

1 0 1 0 1

(c) Flakiness and Elongation Index

IS:2386 (Part-1) 1 0 1 0 1



Month

During the

Month


Cumulative

Failed

Cumulative Nos

Witnessed by IE

(d) Stripping Value IS:6241 and

AASTHO-T182 1 0 1 0 1

(e) Water Absorption of Aggregated

2 0 2 0 2

(f) Soundness I670S:2386 (Part-5) 0 0 0 0 0

(g) Grading MORT&H Tables 500.9

MORT&H 7 0 7 0 7

(h) Bitumen Content % 0 0 0 0 0

(i) Density of Compacted layer % by 100mm Dia core

0 0 0 0 0

(j) Stability of Mix ASTM D 1559 and As per MORT&H Tables

500-11

10 0 10 0 10

(k) Flow of Mix 10 0 10 0 10

(l) Water sensitivity of Mix

1 0 1 0 0

Bituminous Concrete (Grade - I)

(a) Aggregate Impact value

IS:2386 (Part-4) 16 30 46 0 2

(b) Flakiness and Elongation Index

IS:2386 (Part-1) 19 30 49 0 2

(c) Stripping value IS: 6241

and AASTHO T- 182

1 0 1 0 1

(d) Grading MORT&H Table 500.9

MORT&H 23 14 37 0 14

(e) Bitumen Content % 8 14 22 0 0

(f) Density of Compacted layer % by 100mmDia core

30 44 74 14 14

(g) Stability of Mix ASTM D 1559 and As per MORT&H

Table 500-11

15 14 29 0 9

(h) Flow of Mix 15 14 29 0 9

(i) Water Sensitivity of mix

1 0 1 0 1

Bituminous Concrete (Grade - II)

(a) Aggregate Impact value

IS:2386 (Part-4) 136 3 139 0 31

(b) Flakiness and Elongation Index

IS:2386 (Part-1) 136 3 139 0 31

(c) Stripping value IS: 6241

and AASTHO T- 182

2 0 2 0 2

(d) Grading MORT&H Table 500.9

MORT&H 87 2 89 0 38

(e) Bitumen Content % 74 2 76 0 30

(f) Density of Compacted layer % by 100mmDia core

458 13 471 100 192

(g) Stability of Mix ASTM D 1559 and As per MORT&H

Table 500-11

80 0 80 0 44

(h) Flow of Mix 80 0 80 0 44

(i) Water Sensitivity of mix

2 0 2 0 2

Section-I camp office and laboratory are closed down since December 2014. It has been

observed that the following equipments which are required as per MoRTH norms are not

available in the laboratory of Section-II :


Section-II:

Concessionaire has been advised many times to procure above missing items for their

laboratory.

Sl No

Name of Equipment Capacity Required

(as per MORTH) Remarks

1 Hydro Meter 1.2 gram per/CC 1 No -

2 Stop watch 0.5 sec accuracy 1 No -

3 UCS Testing Machine Standard 1 No -

4 Aggregate Crushing Value Standard 1 No -

5 10% Fines Value Standard 1 No -

6 Loss Angeles Abrasion Value Standard 1 No Break down

7 DLC Hammer (chipper) 15 cm cube Assemble 1 No Break down

8 Water Testing Kit Standard 1 No -

9 GMM Test Vaccum Pump with Glass Flask

2 lit 1 No -

10 Ductility Test Standard 1 No -

11 Viscosity Machine for Emulsion Standard 1 No -

12 Thin Film oven Standard 1 No -

13 High Speed Stirrer Standard 1 No -

14 Kinematic Viscometer Standard 1 No -

15 Absolute Viscometer Standard 1 No -

16 Specific Gravity Bottle 25 ml 2 Nos -

17 Sand Equivalent Apparatus Standard 1 No -


5.0 TRAFFIC & SAFETY

5.1 Safety Issues

(i) There is an urgent need to provide all the required traffic control & safety devices

viz., signs, delineators, blinkers, barriers, etc. at the work sites as per relevant

standards viz, NHAI-Technical Specifications, IRC-SP-55 & IRC-SP-84 wherever

lapses are observed.

(ii) All ‘Working Zone’ must be provided with adequate lateral & longitudinal buffer

clearances as per IRC-SP-55.

(iii) Workers at site must be provided with necessary PPE viz., Safety Shoe, Gloves,

Jackets, etc.

(iv) Traffic Diversions are potential accident spots since vehicles approach the

diversions at high speeds. Appropriate temporary signs, delineators, blinkers, New

Jersey barriers & barricades must be provided at the diversions and at proper

locations to guide the vehicles to safety before passing by the work zones.

(v) The Concessionaire has been advised to comply the deficiencies observed in the

traffic safety measures taken.

(vi) Traffic diversions are potential accident spots during construction period.

Necessary signs to be provided at such locations. Many of the diversions provided

at site are sharp and not with proper geometry which leads to accidents. Many

letters are issued to Concessionaire to rectify the safety issues at site.

(vii) All safety issues at site are reported to the Concessionaire for necessary

compliance.

Show cause notice was issued to the Concessionaire to improve the safety and

maintenance issues on the Project highway. At most of the diversions, necessary

cautionary boards are not provided, the transitions are not smooth, the road surface is

not pothole free and smooth. In spite of several reminders Concessionaire has not

provided required safety measures at site.

5.2 Accident data

The accident data is given in Appendix-I.

5.3 Maintenance of Existing Highway

Concessionaire is being advised to continue maintenance of the existing highway to

traffic-worthy condition. Site Inspection notes / letters are issued to Concessionaire in

this regard. Further, advices were given to the Concessionaire to maintain the hand rail

of structures, vents of structures etc.


Concession Agreement, Vol-I, Clause-12.2 specifies that “During the construction

period the Concessionaire shall maintain, at its cost, the existing lane(s) of the Project

Highways so that the traffic worthiness and safety thereof are at no time materially

inferior as compared to their condition 7 (Seven) days prior to the date of this

Agreement, and shall undertake the necessary repair and maintenance works for this

purpose; provided that the Concessionaire may, at its cost, interrupt and divert the

flow of traffic if such interruption and diversion is necessary for the efficient progress of

Construction Works and conforms to Good Industry Practice; provided further that

such interruption and diversion shall be undertaken by the Concessionaire only with the

prior written approval of the Independent Engineer which approval shall not be

unreasonably withheld. For the avoidance of doubt, it is agreed that the Concessionaire

shall at all times be responsible for ensuring safe operation of the Project Highway.”


6.0 CONTRACTUAL MATTERS

6.1 Change of Scope

The Details of Change of Scope proposals considered are given in Table 6.1. The

Change of Scope Proposal rejected by Independent Engineer are given in Table 6.2.

Table 6.1 Details of Change of Scope Proposals considered:

Sl No


Appr. Cost

Implication (Rs. Crores)

Status

1 Deletion of Palaspe Flyover at

Ch. 0+260 (-) 28.30

Approved in principle by NHAI. Concessionaire has not submitted

detailed quantities in proper order so far.

2 Nallah diversion through box

culvert at Ch. 4+900 to 4+993 (+) 3.449

Clarifications are yet to be submitted

by Concessionaire. Change of Scope is pending at NHAI HQ.

3 Mitigation Measures in Karnala Bird Sanctuary Area.

(+) 55.16 NHAI has approved the Change of Scope (Rs 58,16,15,039)

4 Shifting the location of Jite PUP

(from Ch. 18+240 to 18+700) Nil

NHAI has approved this Change of

Scope with no Financial implication

5 Deletion of pipe culvert at Ch.

22+798 -

Concessionaire is advised to submit

clarifications.


-

Proposal to be modified by Concessionaire considering that the

additional VUP (as envisaged in CA) to be constructed at this location.

Concessionaire is advised to submit

details.

7 Underpasses in Pen City (+) 12.015

NHAI has approved in principle.

Concessionaire has submitted the

details. Accordingly Independent Engineer has recommended for

issuing the Change of Scope Order.

8 Change in number of spans of ROB at Pen Ch. 28+283

(+) 14.25

Recommended to NHAI.

Clarifications also sent to NHAI.

Pending with NHAI.

9 Increase in length of Wadkhal

Bypass by 805m (+) 2.08


Concessionaire has submitted the

details. Accordingly Independent Engineer has recommended for

issuing the Change of Scope Order.

10 Increase in Span for Structure

at Ch. 38+336 and Ch. 43+133 (+) 0.6663

Change of Scope proposal

recommended to NHAI. Clarifications

submitted to NHAI. Pending with NHAI, HQ.

11 Additional Culverts at various locations

(+) 2.16


Concessionaire has submitted the details. Accordingly Independent

Engineer has recommended for issuing the Change of Scope Order.

12 Increase in Length of Service

Road Nil

Recommended to NHAI.

Clarifications submitted to NHAI.


Sl No


Appr. Cost Implication

(Rs. Crores)

Status

Pending with NHAI, RO.

13 Exit/entry Ramps at the Start and End of Service Road

- Concessionaire yet to submit the compliances.

Table 6.2 Details of Change of Scope Proposals Rejected by Independent Engineer

Sl No


Appr. Cost Implication

(Rs. Crores)

Status

1 Nallah diversion through box culvert at Ch. 4+700 to 4+800 and 5+700 to 5+800.

(+) 7.6147 *

Sufficient land available for diversion of Nallah. Accordingly, Change of Scope is not admissible.

2 Retaining wall at Ch. 16+720 to 16+870 (LHS & 23+430 to 23+480 (LHS)

(+) 1.07 * In both the stretches the ROW available is 60m. Hence Change of Scope is not admissible.

3 Retaining Wall at Ch. 23+400 to 23+640 (RHS)

(+) 1.95 *

Concessionaire has not followed the procedures for Change of Scope. CIDCO water pipeline at this location was already buried in embankment without any protection measures. Thus, Change of scope not admissible.

4 Wadkhal Bypass by changing ROB to RUB

(+) 20.63 Concessionaire is advised to construct ROB as per provisions of Concession Agreement.

5 Reconstruction of Damaged Slab culvert at Ch 39+030 & 39+133

(+) 0.265 * Change of scope not admissible as it comes under rehabilitation.

6

Additional VUP on both ends of Amba Bridge. (Pali Junction at Ch. 58+660 and Roha/ Alibaug Junction at Ch. 58+960)

(+) 23.38 *

NHAI has rejected the proposal and advised Concessionaire to proceed as per Concession Agreement.

7

Difference in width of median for approach to Underpasses / Flyovers / ROB etc Type - X Section

- Rejected as it is not admissible as per Concession Agreement provisions

8 Concrete pavement below RUB at Ch. 56+560 (Nagothane)

- Rejected as it is required as per site conditions and vertical clearance requirements.

* Excluding overhead cost.

Our records show that Concessionaire has not submitted necessary clarifications /details

for the following Changes of Scope in spite of several reminders:


Sl No


Status

1 Deletion of Palaspe Flyover at Ch. 0+260

Approved in principle by NHAI. Concessionaire has not submitted detailed quantities in proper order so far.

2 Nallah diversion through box culvert at Ch. 4+900 to 4+993

Clarifications are yet to be submitted by Concessionaire.

3 Deletion of pipe culvert at Ch. 22+798

Concessionaire is advised to submit clarifications.


Proposal to be modified by Concessionaire considering that the additional VUP (as envisaged in CA) to be constructed at this location. Concessionaire is advised to submit details.

5 Exit/Entry Ramps at Start and End of Service road

Compliance to the observations not yet submitted.

6.2 Project Milestones

Project Milestone - I

The Concessionaire has to achieve Project Milestone-I by 19-12-2012 as per Schedule -

G of the Concession Agreement. They have requested/applied for shifting the date of

Project Milestone-I for a period of 135 days. The Independent Engineer advised the

Concessionaire to submit the details of actual progress (both Physical & Financial) with

substantiating supporting details to enable Independent Engineer to critically analyse

the case.

Independent Engineer has critically assessed the allowable Extension of Time (EOT) for

achieving Milestone-1. Accordingly, it was observed that the allowable Extension of

Time (EOT) due to various issues such as delayed handing over of land, delay in

approval of GAD for ROB’s, delay in shifting of various utilities etc. is assessed to be

152 days (That is upto 20-05-2013). However, Concessionaire requested for Extension

of Time, for 135 days from stipulated Milestone -1 date (That is upto 03-05-2013).

While recommending Extension of Time for Milestone No-1, Independent Engineer has

critically assessed and concluded that Concessionaire is eligible for 152 days extension

(That is upto 20-05-2013). However, Concessionaire has requested for Extension of

Time for 135 days only which fall on 03-05-2013. The Milestone no-1 was achieved on

01-05-2013 that is, 133rd

day from Schedule milestone no-1 date, which was within the

recommended period of Extension of Time. Executive committee of NHAI has approved

EOT upto 01-05-2013.


Project Milestone - II

The Concessionaire has to achieve Project Milestone-II by 19-12-2013 as per Schedule-

G of the Concession Agreement. Concessionaire vide their letter no. SPITPL/P-

NHAI/2013-14/2471 dt 28-01-’14 has claimed and informed NHAI that they have

achieved Milestone-II by 19-12-’13 considering the land made available for

construction. Independent Engineer has reviewed and commented vide letter no.

PIP/IE/NHAI/2014/2164 dt. 03-04-2014. NHAI has advised Concessionaire to submit

undertaking specifying unconditional waiver.

In the modified revised construction programme for Project completion submitted by

Concessionaire, they have indicated that they will achieve Milestone-II by August 2015.

The executive committee of NHAI has approved Extension of Time to achieve Milestone

- II upto 31-10-2015.

However, Concessionaire has not achieved the scheduled Milestone-II. Independent

Engineer has advised them to submit details regarding how they are going to achieve

the desired progress.

Four Laning (Project Completion)

Concessionaire did not achieve the Four Laning (Project Completion) as stipulated in

Concession Agreement. Concessionaire has cited various issues such as delay in handing

over of encumbrance-free land, utility shifting, non-removal of encroachments etc.

Concessionaire has requested Extension of Time (EOT) for 898 days (That means upto 30

Nov 2016). It is to be re-iterated that Concessionaire should also continue to initiate pro-

active role in land acquisition and removal of encumbrances. Further, in the review

meeting by Member (PPP) at NHAI Hq on 31-10-‘14, it was advised to re-visit the EOT

issue and submit revised recommendations alongwith draft supplementary agreement.

Concessionaire has submitted detailed construction programme showing completion of

stretch from 0+000 to 20+100 by June ’16 and stretch from 20+100 to 84+600 by

March ’16. Independent Engineer has recommended the same to NHAI for approval

alongwith EOT.

Approval by NHAI Executive Committee held on 19-02-2015 (Agenda No

230.05)

The Executive Committee of NHAI deliberated the agenda no 230.05 and approved

adjustments of milestone for scheduled 4-laning upto 30-03-2016 (upto 653 days)

excluding Eco-sensitive zone with mutual forfeiture of any Claim/Compensation for the

delays occurring of any kind. For Eco-sensitive zone stretch milestones for completion

shall be decided at the time of handing over of ROW subject to signing of

Supplementary Agreement Project by mutual resolution to remove the hindrances with


forfeiture of any claim or compensation of any kind in respect of the delays occurring

of any kind.

Project Milestone Approved by EC

I 01-05-2013

II 31-10-2015

Four-Laning (except Eco-Sensitive zone)

31-03-2016 (except Eco-Sensitive zone)

For completion of the Eco-Sensitive zone

To be decided at the time of handing over of clear ROW

The revisions in milestone are subject to the following:

(i) No extension of Concession Period will be granted on account of adjustment of

Milestone for Four-Laning. (i.e extension for only construction period shall be

granted without extending Concession Period)

(ii) The progress of the Concessionaire will be monitored as per the revised schedule

for first six months from the grant of EOT and if the Concessionaire failed to

achieve the desired progress the action as deemed fit as per the provisions in

Concession Agreement may be initiated.

(iii) Concessionaire will submit an undertaking regarding completion of the four-

laning within the EOT granted.

(iv) The Concessionaire will not claim any damages for delay in handing over of land

approval of estimates for utility shifting /force majeure etc. or any reasons of

delay upto the Extension of Time (EOT) granted and Authority will not impose

penalty on account of delay in completion by the concessionaire till extension

granted on mutual basis.

6.3 Request by Concessionaire for Extension of Concession Period

Concessionaire has submitted request for Extension of Concession Period vide their

letter no. SPITPL/P-IE/2015-16/3569 dt. 05-11-’15. Independent Engineer advised

concessionaire to submit the details in specific terms (delays in month) if any

attributing to both Concessionaire and NHAI instead of simply narrating history of the

Project. Concessionaire has submitted the request for Extension of Concession Period

on 07-03-2016. Independent Engineer has reviewed and submitted their comments

vide letter no. PIP/IE/NHAI/2015/636 dt. 29-03-2016. The Recommended Extension of

concession period of 1318 days.


7.0 CRITICAL ISSUES AND RECOMMENDATIONS

(1) Slow Progress of RE Wall Works: Though Concessionaire has initiated some RE

wall works, it is completely stopped. This will be critical activity on the Project.

Concessionaire should immediately pursue this matter. Out of the total 26 underpasses

not even single underpass structure and its approaches is completed.

(2) Slow Progress of shifting of Electrical Posts and Lines, MJP Water Pipe Lines

by Concessionaire : The shifting of electrical poles and lines is very slow. Hardly any

crossing is done so far. The shifting of MJP water pipeline is slow. Concessionaire

should speed up these activities.

(3) Slow Progress of Structure Works: The progress of structures (especially, major

bridges, flyovers and ROB’s) is slow. Concessionaire should improve the progress of

structures. The overall progress so far is 40 % only.

(4) Slow Progress of Highway Works :

In spite of prevailing good working season, absolutely no work is in progress in both

sections. It appears that the works are held up for want of fund cement, bitumen, diesel,

manpower, machinery and other resources. The length of highway works completed (m)

during these months are given below:

The achieved physical progress over past years given below:

Year Achieved Physical progress During the Year

2012 12.64 %

2013 17.58 %

2014 4.61 %

2015 1.97 %

Description Jan. ‘16 Feb. ‘16 March ‘16 April ‘16 May ‘16

Embankment 195 200 0 100 110

Subgrade 205 120 746 100 115

Granular Sub base (GSB) 320 390 390 200 160

Wet Mix Macadam (WMM) 530 125 305 0 305

Dense Bituminous Macadam (DBM)

245 300 270 0 602

Bituminous Concrete (BC) 1,750 55 650 1 1,337


(5) Safety Issues:

Many safety issues were identified and notified to the Concessionaire. The safety

issues observed are mainly improper diversions, shoulder drop, road side deep cutting,

non-demarcation of construction zone, lack of sign boards, damaged crash barriers

etc. Many letters have already been issued to the Concessionaire to improve the safety

situation. In spite of such several reminders Concessionaire has not provided

necessary signs at diversions.

(6) Pending Designs and Drawings:

Some design and drawings for highway and structures are still pending with

Concessionaire. In spite of several reminders no action is taken by Concessionaire.

(7) Insufficient Resources:

Concessionaire has not mobilised sufficient resources such as fund, manpower,

machinery, plant etc. Resources mobilised are very less. Construction works were held

up many times for want of fund, cement, bitumen, diesel, manpower, machinery, and

other resources etc.


8.0 PROJECT PHOTOGRAPHS

Ch. 58+928 Amba Bridge Ch.44+195 Nigade Bridge

DBM laying 70+180 to 70230 LHS Embankment work 26+030 to 26+120 RHS


Appendix-A

Concessionaire has not submitted Monthly Progress Report for the month of May ’16.


Appendix-B

Weather

Date

Section-I* Section-II

Temperature (◦C) Rainfall (mm)

Temperature (◦C) Rainfall (mm) Minimum Maximum Minimum Maximum

26-04-‘16 - - - 25.5 39.1 -

27-04-‘16 - - - 25.1 40.9 -

28-04-‘16 - - - 25.4 40.6 -

29-04-‘16 - - - 25.9 40.8 -

30-04-‘16 - - - 26.1 40.7

01-05-‘16 - - - 26.2 40.5 -

02-05-‘16 - - - 26.3 40.1 -

03-05-‘16 - - - 26.1 40.9 -

04-05-‘16 - - - 26.5 42.8 -

05-05-‘16 - - - 26.8 40.2 -

06-05-‘16 - - - 26.7 40.3 -

07-05-‘16 - - - 26.4 40.1 -

08-05-‘16 - - - 26.6 39.7 -

09-05-‘16 - - - 26.8 39.3 -

10-05-‘16 - - - 26.5 39.1 -

11-05-‘16 - - - 26.8 39.3 -

12-05-‘16 - - - 27.2 39.6 -

13-05-‘16 - - - 27.8 39.2 -

14-05-‘16 - - - 27.8 39.8 -

15-05-‘16 - - - 28.0 39.8 -

16-05-‘16 - - - 28.2 40.4 -

17-05-‘16 - - - 28.5 40.6 -

18-05-‘16 - - - 28.8 40.4 -

19-05-‘16 - - - 27.2 40.1 -

20-05-‘16 - - - 27.8 39.8 -

21-05-‘16 - - - 27.8 39.9 -

22-05-‘16 - - - 28.0 40.1 -

23-05-‘16 - - - 28.2 38.8 -

24-05-‘16 - - - 28.5 39.4 -

25-05-‘16 - - - 28.8 39.1 -

* Details for Section-I not given by Concessionaire


Appendix-C

Important Visits

Nil


Appendix-D

Minutes of Monthly Progress Review Meeting

Four-Laning of Panvel-Indapur Section of NH-17 (Package No : NHDP-III/DL4/05)

Progress Review Meeting was not conducted.


Appendix-E

Four-Laning of Panvel-Indapur Section of NH-17 (Package No: NHDP-III/DL4/05)

Site Inspection Note No - 60

Inspection Note

No. : 60

Date : 17-05-2016

Construction

Package :

Four Laning of Panvel-Indapur Section of NH-17 (From Km 0+000 to

84+000) in the State of Maharashtra under NHDP Phase-III on DBFOT

Basis (Package No : NHDP-III/DL4/05)

Concessionaire : Supreme Panvel Indapur Tollways Private Limited

Independent

Engineer :

M/s Yongma Engineering Co., Ltd. in association with M/s Feedback Infra

Private Limited

Project

Management

Consultants

:

PMC not available

(State Bank of India, the Lead Lender, have appointed M/s. KPMG, as

Project Management Consultant from 15-12-2015 to primarily monitor the

project progress on behalf of the Lead Banker and to review Running

Account Bills being raised to the Concessionaire)

EPC Contractors : Ch. 0+000 to 42+000: M/s Mahavir Roads and Infrastructure Pvt. Ltd.

Ch. 42+000 to 84+000 : M/s Supreme Infrastructure India Limited

Appointed Date : 19-12-2011

Scheduled date of

Completion : 16-06-2014 (910 Days Construction Period)

Attendees : (1) Mr. Rajat P. Sharma, RE-IE

(2) Mr. H. Nagaraja Rao, BE-IE

Sl No Chainage/ Location

Description of Problem Photo

60.1 1+550 Electrical pole abutting the

road not shifted. Safety issue.

60.2 2+700 Potholes / patches to be

repaired.




60.3 4+500 (LHS), Requirement of drain between

Service Road and MCW

60.4

5+000 (VUP)

30+931(VUP)

56+060(VUP)

Advertisement on abutment

walls not permitted

60.5 6+870(LHS)

No curing arrangement done.

Also reinforcement is used

without proper CPCC

treatment

60.6 ROB at Ch. 15+480

(Kharpada) P16 pier cap No work in progress.

60.7

Major bridge at Ch. 15+480

(Kharpada)

Span - P12 & P13

Girder launched for P12 & P13

span during November 2013.

Further no progress. All

reinforcement dowels of girder

are corroded. CPCC treatment

done is damaged.




60.8

Major bridge at Ch. 15+480

(Kharpada)

Casting Yard

Reinforcement dowels of all

girders corroded. CPCC

treatment done is damaged.

60.9 17+400

Jite

Sign Boards to be properly

erected. Speed breaker to be

painted. Safety issue.

60.10

20+950

Balivali

Stones placed on road to be

removed. It is to be replaced

with barricades if necessary

with proper sign. Safety issue.

60.11 24+100 Blind curve, bush on LHS to be

cut. Safety issue.

60.12 26+152 (RHS)

Poor progress at Bhogeshwari

bridge approach Panvel side

Benching.

60.13 26+188 Bhogeshwari

Crash Barrier Damaged and not yet restored.

60.14 Section - I

The work progress is minimal.

Section-I camp site closed

down since Dec 2014




60.15

42+520

Culvert

Utility pipe laid on existing slab culvert without approval. Culvert abutment done in wrong location. Already NCR issued. Further work to be stopped.

60.16 44+119 Nigade

Crash Barrier damaged and not yet restored.

60.17 47+000 (LHS)

PTR not in use for bituminous works.

60.18 58+857 Amba


60.19 62+285 Local Nallah





60.20 63+233 Canal Crossing


60.21 64+66 (Sukeli khind)

Safety hazard, continuous berricading is required

60.22 68+038 (LHS)

Improper cleaning,

accumulation of water with

mud in the raft under

preparation of box culvert

60.23 68+615 (LHS)

Improper cover to the

reinforcement in haunch of

box culvert




60.24 69-70 (RHS) Traffic hazard, distressed BC

not rectified

60.25 69+800 to 69+950 (LHS) DBM in progress without kerb

and PTR

60.26 69+081

RHS Local Nallah


60.27

72+196 RHS

Mahisdara Nallah


60.28 72+936 Kundalika Bridge





60.29 73+74 New encroachments in Kolad.

60.30 79+140 (PUP)

Construction of RE wall approach Indapur side without construction of Service Road.

60.31 83+700

Safety hazard due to non construction of MCW and un- availability of shoulders to the road users

60.32 Complete Project length The progress of works in complete length is minimal in spite of good working season.


Appendix-F

Letters from NHAI to Independent Engineer

Sl

No Date Letter No. Subject

1 02-05-'16 PIP-IE/NHAI/2016/3904 Leave Absence of Office Manager Mr. V. N. Praveen Kumar.

2 02-05-'16 PIP-IE/NHAI/2016/3908 Improper Diversion at Ch. 56+600(Near Nagothane RUB) by Railways.

3 02-05-'16 PIP-IE/NHAI/2016/3909 Leave Absence of Asst. Quality cum Material Engineer Mr. Sanjay Maharana.

4 06-05-'16 PIP-IE/NHAI/2016/3910 Comments On Applying Track Coat Over Prime Coat

5 06-05-'16 PIP-IE/NHAI/2016/3911 Invoice No- PIP/53(April'16)

7 07-05-'16 PIP-IE/NHAI/2016/3918 Leave Absence of Assistant Bridge Engineer Mr. Vinod. S. Bawankar.

8 10-05-'16 PIP-IE/NHAI/2016/3925 Monthly Progress Report No. 51 (April "16)

9 12-05-'16 PIP-IE/NHAI/2016/3928 Leave Absence of Team Leader Cum Sr. Highway Engineer

10 12-05-'16 PIP-IE/NHAI/2016/3932 Shifting of CIDCO Water pipeline in the stretch ch 17+200 to 19+620

11 12-05-'16 PIP-IE/NHAI/2016/3933 Intimation Regarding Asst. Quality cum Material Engineer Mr. Sanjay <aharana leacign the project team

12 12-05-'16 PIP-IE/NHAI/2016/3935 MJP Ra Bill o 07- Further Comments

13 14-05-'16 PIP-IE/NHAI/2016/3936 Proposal of Panvel-Pen-Roha Railway Doubling Project - GAD for RUB No. 131/1 (Railway Ch. 131328) Our Project Chainage 56+680 - Comments.

14 14-05-'16 PIP-IE/NHAI/2016/3937 Proposal fpr N.A. Permission for commercial cum residential property at survey No. 1066, village -, Nogthane, tal. Roha, Dist. Raigad on Nh. - 17 at Ch. 55+930 to 55+965(RHS)- Further Comments

15 14-05-'16 PIP-IE/NHAI/2016/3938 Proposal for N.A. Permission for Commercial cum Residential property at Survey No. 5/1, Villege - Kharburdi Tal. Pen Dist. Raigad Nh-17 at. Ch 41+840 to 41+880 -,Further Comments

16 16-05-'16 PIP-IE/NHAI/2016/3941 Estimate for Shifting of ZP Water Pipeline in Palaspe Village Ch. 0+900 to 1+450 - Comments.

17 16-05-'16 PIP-IE/NHAI/2016/3942 Proposal for N.A. permission of Survey No. 379/1 of Village ch. 74+400 to 74+450 (LHS) Varasgaon Tal. Roha Dist Raigad Comments

18 17-05-'16 PIP-IE/NHAI/2016/3943 Access Permission for Other Property Maharashtra Seamless ltd, Coating Plant at survey No. 112/2 at Village sukeli tal. Roha dost. Raigad on NH- 17 at ch 63+670(RHS)- comments


19 17-05-'16 PIP-IE/NHAI/2016/3945 Request for Approval of CV of Mr.Narendrta Kumar Srivastav for the Replacement position of Asst. Quality cum Material Engineer

20 17-05-'16 PIP-IE/NHAI/2016/3946 Request by M/s Maharashtra Seamless Ltd (MSL) for Shifting the Truck Lay-bye From Ch. 62+995 LHS to 61+840 LHS - Comments.

21 17-05-'16 PIP-IE/NHAI/2016/3947 Review Meeting by Syoreme Court Committee on Road Safety(SSCORS)- Details

22 17-05-'16 PIP-IE/NHAI/2016/3948 Request for Crossing of 450mm dia. Water Supply Pipe Line by M/s Sanvo Resort Pvt. Ltd.- Comments

23 17-05-'16 PIP-IE/NHAI/2016/3949 Sectiion - I Progress and Quality Issues.

24 19-05-'16 PIP/IE/NHAI/2016/3961 Letter from Police Inspector on Himgairi Hotel Tarankhop (Ch. 25+940LHS)

25 19-05-'16 PIP/IE/NHAI/2016/3962 Replacement of Support Staff-Accountant.

26 24-05-'16 PIP/IE/NHAI/2016/3968 Revised Board Agenda Note - Financial derails

27 24-05-'16 PIP/IE/NHAI/2016/3969 Consent Letter for Extension of Time for Independent Engineer Services till Project Completion

28 24-05-'16 PIP/IE/NHAI/2016/3970 Change of Scope (COS - II) for Proposed Mitigation Measures jin the Krnala Bird Sanctuary ch. 7+500 to 11+000-Comments

29 27-05-'16 PIP/IE/NHAI/2016/3972 Comments on Abnormal Delay in Payment of Encroachment Removal Drive bills.

30 27-05-'16 PIP/IE/NHAI/2016/3973 Public Grievance Petition by Sahri Shivkumar Nair and Shri Vinay Singh- Comments


Appendix-G Letters from Concessionaire to Independent Engineer

Sl No

Date Letter No. Subject

1 06-05-'16 PIP-IE/SPITPL/2016/3912 NCR No. 082 - Mismatching Of Highway And Bridge Alignment at Ch. 77+804(Bhuvan bridge) - Closure

2 06-05-'16 PIP-IE/SPITPL/2016/3913 New Encroachments at Ch. 2+200 RHS - Sri Ganesh Weigh Bridge

3 06-05-'16 PIP-IE/SPITPL/2016/3914 NCR No. 082 - Mismatching Of Highway And Bridge Alignment at Ch. 52+155(Nidi bridge) - Closure

4 07-05-'16 PIP-IE/SPITPL/2016/3915 NCR. No - 141 - Shoulder Not Constructed. No Safety Barrier Provided at Ch. 46+500LHS Closure

5 07-05-'16 PIP-IE/SPITPL/2016/3916 NCR No. - 140- Excavated Bituminous Material Spread Over Shoulder at Many Locations in Section - II -

6 07-05-'16 PIP-IE/SPITPL/2016/3917 Site Issues

7 09-05-'16 PIP-IE/SPITPL/2016/3919 Steel Procured for the Culvert at Ch. 6+860

8 09-05-'16 PIP-IE/SPITPL/2016/3920 NCR. No. - 138 - Diversion at Ch. 59 + 900 to 62 + 260

9 09-05-'16 PIP-IE/SPITPL/2016/3921 NCR. No. 198 -WMM Top at Ch. 66+510 to 66+570 (RHS)

10 10-05-'16 PIP-IE/SPITPL/2016/3922 Monthly Progress Report For April "16 Submitted by Concessionaire - comments

11 10-05-'16 PIP-IE/SPITPL/2016/3923 Six Monthly MoEF Compliance Report for the Period January- March 2016

12 10-05-'16 PIP-IE/SPITPL/2016/3924 RA BILL No. - 7 Shifting of MJP Water Pipeline - Comments

13 10-05-'16 PIP-IE/SPITPL/2016/3926 Design and Drawing for Slab Culvert at Ch. 6+ 870 - Concurrence.

14 12-05-'16 PIP-IE/SPITPL/2016/3929 Site Inspection No - 060 and Progress Review Meeting.

15 12-05-'16 PIP-IE/NHAI/2016/3930 Improper Bituminous Work

16 12-05-'16 PIP-IE/NHAI/2016/3931 Quality Issues

17 12-05-'16 PIP-IE/NHAI/2016/3934 Excavation Material being Dumped at Ch. 27+200LHS

18 16-05-'16 PIP-IE/NHAI/2016/3939 Various Precautionary Measures Before Onset of Monsoon.

19 16-05-'16 PIP-IE/NHAI/2016/3940 Various Land Acquisition Issues Affecting Progress of Shifting of MJP Pipeline Work - Comments


Appendix-H

Letters Issued by Independent Engineer

Sl No

Date Letter No. To Subject

1 02-05-'16 PIP-IE/NHAI/2016/3904 NHAI Leave Absence of Office Manager Mr. V. N. Praveen Kumar.

2 02-05-'16 PIP-IE/SPITPL/2016/3905 SPITPL PCC for Approach Slab at Ch. 50+531(Panvel End)

3 02-05-'16 PIP-IE/SPITPL/2016/3906 SPITPL Improper Side Slope near Sukheli Khind at Ch. 64 + 500

4 02-05-'16 PIP-IE/SPITPL/2016/3907 SPITPL Cutting near Maharashtra Seamless Factory at Ch. 62+500 to 62+900(LHS)

5 02-05-'16 PIP-IE/NHAI/2016/3908 NHAI Improper Diversion at Ch. 56+600(Near Nagothane RUB) by Railways.

6 02-05-'16 PIP-IE/NHAI/2016/3909 NHAI Leave Absence of Asst. Quality cum Material Engineer Mr. Sanjay Maharana.

7 06-05-'16 PIP-IE/NHAI/2016/3910 NHAI Comments On Applying Track Coat Over Prime Coat

8 06-05-'16 PIP-IE/NHAI/2016/3911 NHAI Invoice No- PIP/53(April'16)

9 06-05-'16 PIP-IE/SPITPL/2016/3912 Concessionaire NCR No. 082 - Mismatching Of Highway And Bridge Alignment at Ch. 77+804(Bhuvan bridge) - Closure

10 06-05-'16 PIP-IE/SPITPL/2016/3913 Concessionaire New Encroachments at Ch. 2+200 RHS - Sri Ganesh Weigh Bridge

11 06-05-'16 PIP-IE/SPITPL/2016/3914 Concessionaire NCR No. 082 - Mismatching Of Highway And Bridge Alignment at Ch. 52+155(Nidi bridge) - Closure

12 07-05-'16 PIP-IE/SPITPL/2016/3915 Concessionaire NCR. No - 141 - Shoulder Not Constructed. No Safety Barrier Provided at Ch. 46+500LHS Closure

13 07-05-'16 PIP-IE/SPITPL/2016/3916 Concessionaire NCR No. - 140- Excavated Bituminous Material Spread Over Shoulder at Many Locations in Section - II -

14 07-05-'16 PIP-IE/SPITPL/2016/3917 Concessionaire Site Issues

15 07-05-'16 PIP-IE/NHAI/2016/3918 NHAI Leave Absence of Assistant Bridge Engineer Mr. Vinod. S. Bawankar.

16 09-05-'16 PIP-IE/SPITPL/2016/3919 Concessionaire Steel Procured for the Culvert at Ch. 6+860

17 09-05-'16 PIP-IE/SPITPL/2016/3920 Concessionaire NCR. No. - 138 - Diversion at Ch. 59 + 900 to 62 + 260

18 09-05-'16 PIP-IE/SPITPL/2016/3921 Concessionaire NCR. No. 198 -WMM Top at Ch. 66+510 to 66+570 (RHS)

19 10-05-'16 PIP-IE/SPITPL/2016/3922 Concessionaire Monthly Progress Report For April "16 Submitted by Concessionaire - comments

20 10-05-'16 PIP-IE/SPITPL/2016/3923 Concessionaire Six Monthly MoEF Compliance Report for the Period January- March 2016

21 10-05-'16 PIP-IE/SPITPL/2016/3924 Concessionaire RA BILL No. - 7 Shifting of MJP Water Pipeline - Comments

22 10-05-'16 PIP-IE/NHAI/2016/3925 NHAI Monthly Progress Report No. 51 (April "16)


Sl No


23 10-05-'16 PIP-IE/SPITPL/2016/3926 Concessionaire Design and Drawing for Slab Culvert at Ch. 6+ 870 - Concurrence.

24 12-05-'16 PIP-IE/NHAI/2016/3928 NHAI Leave Absence of Team Leader Cum Sr. Highway Engineer

25 12-05-'16 PIP-IE/SPITPL/2016/3929 Concessionaire Site Inspection No - 060 and Progress Review Meeting.

26 12-05-'16 PIP-IE/NHAI/2016/3930 Concessionaire Improper Bituminous Work

27 12-05-'16 PIP-IE/NHAI/2016/3931 Concessionaire Quality Issues

28 12-05-'16 PIP-IE/NHAI/2016/3932 NHAI Shifting of CIDCO Water pipeline in the stretch ch 17+200 to 19+620

29 12-05-'16 PIP-IE/NHAI/2016/3933 NHAI Intimation Regarding Asst. Quality cum Material Engineer Mr. Sanjay <aharana leacign the project team

30 12-05-'16 PIP-IE/NHAI/2016/3934 Concessionaire Excavation Material being Dumped at Ch. 27+200LHS

31 12-05-'16 PIP-IE/NHAI/2016/3935 NHAI MJP Ra Bill o 07- Further Comments

32 14-05-'16 PIP-IE/NHAI/2016/3936 NHAI Proposal of Panvel-Pen-Roha Railway Doubling Project - GAD for RUB No. 131/1 (Railway Ch. 131328) Our Project Chainage 56+680 - Comments.

33 14-05-'16 PIP-IE/NHAI/2016/3937 NHAI Proposal for N.A. Permission for commercial cum residential property at survey No. 1066, village -, Nogthane, tal. Roha, Dist. Raigad on Nh. - 17 at Ch. 55+930 to 55+965(RHS)- Further Comments

34 14-05-'16 PIP-IE/NHAI/2016/3938 NHAI Proposal for N.A. Permission for Commercial cum Residential property at Survey No. 5/1, Village - Kharburdi Tal. Pen Dist. Raigad Nh-17 at. Ch 41+840 to 41+880 -,Further Comments

35 16-05-'16 PIP-IE/NHAI/2016/3939 Concessionaire Various Precautionary Measures Before Onset of Monsoon.

36 16-05-'16 PIP-IE/NHAI/2016/3940 Concessionaire Various Land Acquisition Issues Affecting Progress of Shifting of MJP Pipeline Work - Comments

37 16-05-'16 PIP-IE/NHAI/2016/3941 NHAI Estimate for Shifting of ZP Water Pipeline in Palaspe Village Ch. 0+900 to 1+450 - Comments.

38 16-05-'16 PIP-IE/NHAI/2016/3942 NHAI Proposal for N.A. permission of Survey No. 379/1 of Village ch. 74+400 to 74+450 (LHS) Varasgaon Tal. Roha Dist Raigad Comments

39 17-05-'16 PIP-IE/NHAI/2016/3943 NHAI Access Permission for Other Property Maharashtra Seamless ltd, Coating Plant at survey No. 112/2 at Village sukeli tal. Roha dost. Raigad on NH- 17 at ch 63+670(RHS)- comments

40 17-05-'16 PIP-IE/NHAI/2016/3944 SPITPL Site Issues

41 17-05-'16 PIP-IE/NHAI/2016/3945 NHAI Request for Approval of CV of Mr.Narendrta Kumar Srivastav for the Replacement position of Asst. Quality cum Material Engineer

42 17-05-'16 PIP-IE/NHAI/2016/3946 NHAI Request by M/s Maharashtra Seamless Ltd (MSL) for Shifting the Truck Lay-bye From Ch. 62+995 LHS to 61+840 LHS - Comments.

43 17-05-'16 PIP-IE/NHAI/2016/3947 NHAI Review Meeting by Supreme Court Committee on Road Safety(SSCORS)- Details


Sl No


44 17-05-'16 PIP-IE/NHAI/2016/3948 NHAI Request for Crossing of 450mm dia. Water Supply Pipe Line by M/s Sanvo Resort Pvt. Ltd.- Comments

45 17-05-'16 PIP-IE/NHAI/2016/3949 NHAI Section - I Progress and Quality Issues.

46 17-05-'16 PIP-IE/NHAI/2016/3950 SPITPL Immediate Maintenance/Safety Issues to be tackled on War- Footing Basis

47 18-05-'16 PIP/IE/SPITPL/2016/3951 SPITPL Settlement of Existing Pavement Near 16+800(LHS)- Reminder No.-8

48 18-05-'16 PIP/IE/SPITPL/2016/3952 SPITPL Erection / installation of Road Boundary Stone (RBS) Demarcation of ROW - Remainder no. 27

49 18-05-'16 PIP/IE/SPITPL/2016/3953 SPITPL Not Casting the Median Kerb and not Constructing Shoulders - Reminder No. - 08

50 18-05-'16 PIP/IE/SPITPL/2016/3954 SPITPL Construction of Salt Pan Office Building - Reminder No.- 09

51 18-05-'16 PIP/IE/SPITPL/2016/3955 SPITPL Marking of Chainage - Reminder No. -06

52 19-05-'16 PIP/IE/SPITPL/2016/3956 SPITPL Non-Checking of TBM Pillars No. - 06

53 19-05-'16 PIP/IE/SPITPL/2016/3957 SPITPL Section II - Various Third Party Testing Pending - Reminder No. - 06

54 19-05-'16 PIP/IE/SPITPL/2016/3958 SPITPL Detailed Condition Survey Of Existing Structures Repairing Strengthening and Rehabilitation Measures - Reminder No.-13

55 19-05-'16 PIP/IE/SPITPL/2016/3959 SPITPL NHAI's Quality Audit Compliance Report - Observation - Reminder No- 11

56 19-05-'16 PIP/IE/SPITPL/2016/3960 SPITPL New Encroachments (Approach to Highway0 at Ch. 39+800 LHS

57 19-05-'16 PIP/IE/NHAI/2016/3961 NHAI Letter from Police Inspector on Himgairi Hotel Tarankhop (Ch. 25+940LHS)

58 19-05-'16 PIP/IE/NHAI/2016/3962 NHAI Replacement of Support Staff-Accountant.

59 19-05-'16 PIP/IE/SPITPL/2016/3963 SPITPL NCR No- 185- Ch. 66+740 - LHS - DLC-Non - Closure.

60 19-05-'16 PIP/IE/SPITPL/2016/3964 SPITPL NCR No. - 195 - WMM Top Layer at Ch. 53+460 to 53+540(RHS) - Closure

61 19-05-'16 PIP/IE/SPITPL/2016/3965 SPITPL Site Inspection Note No- 60 dt. 17-05-'16

62 19-05-'16 PIP/IE/SPITPL/2016/3966 SPITPL Section -I Anticorrosive Treatment

63 19-05-'16 PIP/IE/SPITPL/2016/3967 SPITPL Very Slow Progress of Works - Reminder No. 19

64 24-05-'16 PIP/IE/NHAI/2016/3968 NHAI Revised Board Agenda Note - Financial derails

65 24-05-'16 PIP/IE/NHAI/2016/3969 NHAI Consent Letter for Extension of Time for Independent Engineer Services till Project Completion

66 24-05-'16 PIP/IE/NHAI/2016/3970 NHAI Change of Scope (COS - II) for Proposed Mitigation Measures jin the Karnala Bird Sanctuary ch. 7+500 to 11+000-Comments

67 26-05-'16 PIP/IE/SPITPL/2016/3971 SPITPL Quality Issues at Bhogeshwari Bridge Approach

68 27-05-'16 PIP/IE/NHAI/2016/3972 NHAI Comments on Abnormal Delay in Payment of Encroachment Removal Drive bills.

69 27-05-'16 PIP/IE/NHAI/2016/3973 NHAI Public Grievance Petition by Sahri Shivkumar Nair and Shri Vinay Singh- Comments


Appendix-I

Accident Data & Observations*

*Accident data is not provided by Concessionaire in spite of several reminders.

1. Stretch Panvel to Indapur

2. Stretch Chainage 0+000 to 84+600.

3. State Maharashtra. 4. District Raigarh

5. Police Station Palaspe, Nagothane, New Panvel, SP Traffic Control Office Alibag.

6. National Highway No. NH - 17

Month : January 2016

Sl No

Date Time of Accident (am/pm)

A B C D E F G H

Vehicle Responsible

No. of Affected Persons No. of

Animals Killed, if

any

Help provided

by Ambulance/

Patrol Vehicle

Remarks Accident Location

Nature of Accident

Classification of

Accident

Causes Road

Features

Road Conditi

on

Intersection

Type & Control

Weather Condition

Fatal Grievous Minor Non-

Injured

1

2

3

4

5

'A' : Urban / Rural and Details of surrounding land use

'B' : 1 - Overturning, 2-Head on collision, 3 - Rear End Collision, 4 - Collision Brush / Side Wipe, 5 - Right Turn Collision, 6-Skidding, 7 - Right Turn Collision, 8 - Others (Pls Specific)

'C' : 1- Fata, 2 - Grievous Injury, 3 - Minor Injured, 4 - Non Injury

'D' :1 - Drunken, 2 - Overspending, 3 - Vehicle out of control, 4 - Fault of driver of motor vehicle / driver of other vehicle / cyclist / pedestrarian /, 5 - Defect in mechanical condition of motor vehicle / road condition

'E' : 1 - Single lane, 2 - Two lanes, 3 - three lanes or more without central divider (median), 4 - Four lanes or emore with Central divider

‘F’ : 1 - Straight road, 2 - Slight curve, 3 Sharp Curve, 4 - Flat Road, 5-Gentlre incline, 6 - Steel incline, 7 - Hump, 8-Dip

'G' : 1-T-Junction, 2 - Y-Junction, 3 - Four arm junction, 4-Staggered junction, 5-Junctioin with more than 4 arms, 6-Roundabout junction 7 - Manned rail crossing, 9-Unmanned rail crossing

'H' : 1 - Fine, 2 - Mist / Flag, 3- Cloudy, 4 - Light rain, 5-Heavy rain, 6-Hail / Sleet, 7 - Strong Wind, 9-Dust Storm, 10-Very Hot, 11-Very Cold, 12-Othe extraordinary weather condition

Panvel - Indapur MPR No-52 May ‘16

Details of Black Spots

Sl

No

Black

Spot Id Village Chainage

Long

Term Measures

1 MH-022 Palaspe 0+300 Flyover proposed in widening of JNPT package.

Panvel - Indapur MPR No-52 May ‘16

Appendix-J

Highway - Progress


Appendix-K

Structures - Progress


`

No. of Spans : 40

Total Length : 1092 m

Work Completed Till End of Last Month

P-12 P-13

Progress during this month

P-8 P-9 P-10 P-11

P-7

Wadhkal Flyover at 33+860 LHS

P-6A-1 P-1 P-2 P-3

Wadhkal Flyover at 33+860 RHS

P-18 P-19P-8 P-9 P-10 P-11A-1

P-7P-5P-4 P-14 P-19P-17 P-18P-15 P-16

P-1 P-3P-12 P-13 P-14 P-15 P-16 P-17P-2 P-4 P-5 P-6

Conted…….


`

`

No. of Spans : 40 Nos

Length : 1092 m

No. of Girder cast during this month : 0 NoWork Completed Till End of Last

Month

Progress during this month Total no of Girders : 304 Nos

No. of Girder cast : 14 No

P-27 P-28 P-29P-20 P-21 P-22 P-23 P-24 P-25 P-26 P-30 P-31 P-39P-33 P-34 P-35 P-36 P-37 P-38P-32

Wadhkal Flyover at 33+860 LHS

Wadhkal Flyover at 33+860 RHS

P-27 P-28 P-29 P-30 P-31 P-32P-20 P-21 P-34 P-39P-35 P-36 P-38P-22 P-23 P-24 P-25 P-26 P-37P-33cc c c c c c c c c

c c c c c c c c c c


A-1 P-2P-1 P-3 P-4 A-2

PEN ROBPEN ROB APPROACH RETAINING WALL

(LHS)

`

Span Arrangement: 5 nos x 27 m = 135 m


`

No. of Girder cast : 36 Nos

Nos. of girders erected : 8 Nos.

Span Arrangement : 2 nos x 27.0 m + 5 nos x 42.5 m + 10 nos x 27.8m + 1 x 14.41 m + 1 no x 38.2 m + 1 no x 21.987 m + 7 nos x 27.8m

No. of Spans : 25 Nos

P-5P-4

P-6 P-7 P-8 P-9

P-2P-1

P-24 A-25P-18 P-19 P-20 P-21 P-22 P-23A-1

P-16 P-17P-11

Major Bridge at Ch. 15+879 (Kharpada) LHSP-3

P-10 P-12 P-13 P-14 P-15

Progress during this month Total no of Girders : 80 Nos

No. of Girder cast during this month : 0 NoWork Completed Till End of Last Month


No. of Girder Erected :8 Nos

Span Arrangement : 16.5 m + 2 x 21.5 m + 16.5 m = 76 m

A1P1 P2 P3

A2


Major Bridge at Ch. 20+144 (Balganga)-RHS


Total no of Girders : 16 Nos

No. of Girder Cast : 16 Nos

No. of girders erected : 0 no


No. of Girder cast : 0 No



Major bridge at Ch. 26+188 (Bhogeshwari)-LHS-Existing Bridge Reconstruction


No. of Girder Erected : 0 No

Span Arrangements : 10 nos x 12.8m = 128 m


`

No. of Girder cast : 28 Nos

P-4 P-5 P-6

A-2


Span Arrangements : 10 nos x 12.8m = 128 m

A-1 P-1 P-2 P-3

No. of Girder Erected : 28 Nos

Major bridge at Ch. 26+188 (Bhogeshwari)-RHS-New Construction




Total No. of Girder : 24 No.

Span Arragement : 2 nos x 24.8 m + 1 no x17.0 m + 3 nos x 19.5m = 125.1 m

Total Nos of Pi les : 18 nos .

P-2 P-4

A-2A-1 P-1

P-5

P-3



Major bridge at Ch. 44+195 (Nigade)-RHS

No. of Girder cast ti l l end of last month : 21 Nos

No. of Girder cast during this month : Ni l


P-1 A-2P-4

Major bridge at Ch. 58+928 (Amba)-LHS

A-1 P-2 P-3


Total No. of Girder : 40 No.No. of Girder cast till end of last month : 17 Nos

No. of Girder cast during this month : 0 Nos.

Span Arragement : 1 no x 10.65m + 4 nos x 21.30 m



Major bridge at Ch. 58+928 (Amba)-RHS

A-1 P-2 P-3 A-2P-1 P-4


Major Bridge at 72+933 (LHS) Kundalika Widening Portion

Span Arragement : 12 span x 10.5 m = 126 m

A-1P-1 P-2 P-3


P-10

A-2

P-11


P-9P-5 P-6 P-7 P-8P-4

Major bridge at ch. 72+936 (Kundlika)-RHS

A-2

A-1P-1 P-2 P-3 P-4 P-5 P-6 P-7 P-8 P-9 P-10 P-11

1

Panvel-Indapur MPR No-51 April ’16

Minor Bridge at Ch. 0+554 (LHS)

A-1P-1

P-2 A-2

A-2

Minor Bridge at Ch. 0+554 (RHS)

A-1 P-1 P-2

A2P-1 A-2A1

Minor Bridge at Ch. 9+363-LHS



P-1 A-2A1Minor Bridge at Ch. 9+363-RHS


Minor Bridge at Ch. 20+754 (Balivali) -LHS

A2A1P1 P2 P3

A-2A-1 P-2P-1

Minor Bridge at Ch. 29+728 (LHS)

A-2

A2P-1 A-2A1

Minor Bridge at Ch. 30+557 (Uchede)-RHS


P3 A2

Minor Bridge at Ch. 52+155 (Nidhi)-RHS

A1 P1 P2

Span Arrangement = 4 span x 8.80 m

A2

Span Arrangement=2 span x 8.00 m

P-1 A-2A1

Minor Bridge at Ch. 57+997 (Patansai)-RHS

A2A- 2A-1

Minor Bridge at Ch. 59+395 (RHS) CANAL CROSSING

Span Arrangement = 1Span x 10.70 m

A2

Span Arrangement : 1 span x 7.6 m



A- 2A-1 Minor Bridge at Ch. 59+861 (Godsai)-RHS


62+01

`

A2

Span Arrangement= 1 span x 9.2 m

A- 2A-1 Minor Bridge at Ch. 62+345 -(RHS) Local Nallah

A2

Span Arrangement = 1 span x 8.460 m

A- 2A-1 Minor Bridge at Ch. 63+296-(RHS) Canal Crossing

A2

P

Span Arrangement= 1 span x 21.3 m

Minor Bridge at Ch. 64+249 (RHS) Canal Crossing

A-2

No. of Girder Erected till end of last month :0 Nos

No. of Girder cast during this month : Nil

A1

Total No. of Girder : 6 No.

A2

Minor Bridge at Ch. 66+808(LHS)




A2

Minor Bridge at Ch. 66+808(RHS)

A2Minor Bridge at Ch. 67+099 (LHS) Local NallahA-1 A- 2

A2

Span Arragement =1 span x 9.20 m

A1

Minor Bridge at Ch. 67+099 -(RHS) Local Nallah

A-2

A2

Span Arrangement =( 1span x 31.024 m)


A-2A1Minor Bridge at Ch. 67+878 (RHS) IRRIGATION CANAL



A2

Span Arrangement= 1span x 12.80 m

A- 2A-1 Minor Bridge at Ch. 68+988(RHS)LOCAL NALLAH

A2

Span Arrangement= 1 span x11.10 m

A- 2A-1 Minor Bridge at Ch. 69+140-(RHS) Local Nallah

Span Arrangement = 3 span x18.30 m

Minor Bridge at Ch. 72+255 - (LHS) MahisdaraA-2A-1

P-1 P-2


A-1 P-2

Minor Bridge at Ch. 73+353 - (RHS) Godi

A-2P-1P-3

P-4


Span Arragement : 2 nos x 7.7 m + 3 nos x 7.0 m


Minor Bridge at Ch. 77+804 (Bhuvan) -(RHS)

A1 P1

Span Arrangement : 1 no x 6.2 m + 1 no. x 9.3 m

A2

Span Arrangement = 3 nos x 7.45 m

Minor Bridge at Ch. 81+665 (RHS) - Vave Nallah

A-1 A-2P-2P-1

A2A- 2A-1

Minor Bridge at Ch. 83+920 - (LHS) Canal Crossing


A2



Span Arrangement :1 no x 7.6 m

A- 2A-1

Minor Bridge at Ch. 83+920 (RHS) - Canal Crossing

P-2 A-2P-1A-1

Span arrangement : 3 Nos x 10.45 m

A-2


Minor Bridge at Ch. 84+488 (Indapur)-(RHS)

A-1 P-1 P-2



Appendix-L

Status of Vehicular Underpasses

Vehicular Underpass (VUP) at Ch. 5+000 - Chinchvan

RHSLHS

Vehicular Underpass (VUP) at Ch. 23+460

RHS

Vehicular Underpass (VUP) at Ch. 25+873 (LHS) - Khopoli



Vehicular Underpass (VUP) at Ch. 27+155 - Pen(Converted to VUP)

LHS RHS


Vehicular Underpass (VUP) at Ch. 27+760 - PEN

LHS RHS

Vehicular Underpass (VUP) at Ch. 28+535 - (PEN) PUP Converted to VUPLHS RHS

LHS RHS

Vehicular Underpass (VUP) at Ch. 30+930 WADKHAL


LHS RHS

Vehicular Underpass (VUP) at Ch. 32+485 WADKHAL



Vehicular Underpass (VUP) at Ch. 54+450 - Nagothane (Additional As Per CA)

LHS RHS

Vehicular Underpass (VUP) at Ch. 56+060 - NagothaneLHS RHS



Vehicular Underpass (VUP) at Ch. 73+760 - Kolad LHS RHS


Appendix-M

Status of Pedestrian Underpasses

Pedestrian Underpass (PUP) at Ch. 1+230 - Palaspe

LHS RHS

Pedestrian Underpass (PUP) at Ch. 13+625 -Tara

LHS RHS

Pedestriann Underpass (PUP) at Ch. 18+700 - Jite

LHS RHS

Pedestriann Underpass (PUP) at Ch. 27+420

LHS RHS


Pedestrian Underpass (PUP) at Ch. 30+112 (UCHEDE)

LHS RHS

Pedestrian Underpass (PUP) at Ch. 37+529

LHS RHS

Pedestrian Underpass (PUP) at Ch. 39+740 KHAPALE (Additional as per CA)

LHS RHS

Pedestrian Underpass (PUP) at Ch. 42+155 - KasuLHS RHS


q

Pedestrian Underpass (PUP) at Ch. 45+225 - NigadeLHS RHS

Pedestrian Underpass (PUP) at Ch. 49+280 - KoletiLHS RHS

Pedestrian Underpass (PUP) at Ch. 50+845 -PALAS (Additional As Per CA)

LHS RHS

Pedestrian Underpass (PUP) at Ch. 55+840 - NagothaneLHS RHS


Pedestrian Underpass (PUP) at Ch. 68+320 - KhambLHS RHS

RHSPedestrian Underpass (PUP) at Ch. 76+315 - Talavali

LHS


LHS RHSPedestrian Underpass (PUP) at Ch. 79+140 - Ratvad



Appendix-N

1 5+349 5+359

2 5+435 5+440

3 6+524 6+530

4 6+864 6+872

5 7+011 7+014

6 8+087 8+095

7 8+305 8+248

8 8+541 8+498

9 8+915 8+879

10 9+571 9+570

11 9+937 9+984

12 16+815 16+813

13 17+514 17+531

14 18+040 18+038

15 18+446 18+481

16 20+963 20+968

17 24+259 24+249

18 27+524 27+521

19 28+383 28+091

20 30+898 30+940

21 32+740 32+946

22 33+050 33+019

23 34+100 34+130

24 34+273 34+348

25 34+594 34+667

26 34+726 34+804

27 35+706 35+786

28 35+941 36+019

29 36+157 36+235

30 36+319 36+408

31 36+504 36+581

32 36+665 36+743

33 36+837 36+915

34 37+028 37+106

35 37+432 37+520

36 38+269 38+336

37 38+801 38+801

38 38+952 39+030

39 39+030 39+133

40 39+358 39+436

41 39+454 39+532

42 39+640 39+640

43 39+807 39+807

44 40+246 40+246

45 40+564 40+564

Progress during this Month

Su

b

str

uctu

re

Status Of Slab Culverts/Box CulvertsMCW RHS

Ex

ca

va

tio

n

PC

C

Fo

un

da

tio

n

Su

b

str

uctu

re

Ex

ca

va

tio

n

Sl.

No

Ch

ain

ag

e (

As

pe

r C

A)

Fo

un

da

tio

n

Su

pe

r

str

uctu

re

SR RHS

Ex

ca

va

tio

n

PC

C

Fo

un

da

tio

n

Su

pe

r

str

uctu

re

De

sig

n C

ha

ina

ge

SR LHS

Ex

ca

va

tio

n

PC

C

Su

b

str

uctu

re

Su

pe

r

str

uctu

re

MCW LHS

Su

b

str

uctu

re

PC

C

Fo

un

da

tio

n

Su

pe

r

str

uctu

re



46 40+750 40+750

47 40+906 40+906

48 41+125 41+125

49 41+268 41+268

50 41+414 41+414

51 41+481 41+559

52 41+888 41+961

53 42+170 42+249

54 42+442 42+520

55 42+967 42+922

56 43+055 43+045

57 43+326 43+133

58 45+264 45+343

59 45+489 45+568

60 45+672 45+751

61 45+784 45+864

62 45+889 45+977

63 45+939 46+016

64 46+042 46+122

65 46+238 46+313

66 46+544 46+619

67 47+169 47+244

68 47+353 47+428

69 47+428 47+627

70 47+752 47+750

71 47+833 47+909

72 48+725 48+722

73 48+800 48+870

74 50+093 50+163

75 50+460 50+531

76 51+407 51+478

77 51+611 51+681

78 52+269 52+335

79 52+416 52+484

80 52+773 52+841

81 53+390 53+456

82 53+594 53+661

83 53+825 53+900

84 54+746 54+815

85 55+266 55+335

86 56+099 56+165

87 56+449 56+517

88 56+583 56+651

89 57+022 57+090

90 57+256 57+325

Work Completed Till End of Last Month Progress during this Month

Status Of Slab Culverts/Box Culverts

Sl.

NoC

ha

ina

ge

(A

s

pe

r C

A)

MCW LHS MCW RHS

Ex

ca

va

tio

n

PC

C

Fo

un

da

tio

n

Su

pe

r

str

uctu

re

Ex

ca

va

tio

n

PC

C

Fo

un

da

tio

n

Su

pe

r

str

uctu

re

De

sig

n

Ch

ain

ag

e

SR LHS

Ex

ca

va

tio

n

PC

C

Fo

un

da

tio

n

Su

pe

r

str

uctu

re

SR RHS

Ex

ca

va

tio

n

PC

C

Fo

un

da

tio

n

Su

pe

r

str

uctu

re

Su

b

str

uctu

re

Su

b

str

uctu

re

Su

b

str

uctu

re

Su

b

str

uctu

re


91 57+465 57+533

92 57+733 57+802

93 58+133 58+201

94 64+057 64+119

95 64+317 64+391

96 67+977 68+036

97 68+556 68+615

98 68+768 68+827

99 69+789 69+849

100 70+167 70+227

101 70+477 70+480

102 70+636 70+694

103 70+911 70+971

104 71+019 71+086

105 71+441 71+502

106 71+626 71+685

107 73+577 73+686

108 74+264 74+323

109 74+404 74+463

110 74+611 74+650

111 74+750 74+809

112 74+877 74+936

113 75+100 75+159

114 75+306 75+365

115 75+502 75+561

116 75+548 75+608

117 75+530 75+790

118 75+852 75+912

119 75+906 75+963

120 76+038 76+097

121 76+141 76+200

122 76+393 76+452

123 76+512 76+571

124 76+979 77+038

125 77+206 77+265

126 77+315 77+376

127 77+934 77+997

128 78+105 78+167

129 78+803 78+855

130 79+221 79+280

131 79+403 79+464

132 80+110 80+169

133 80+494 80+554

134 81+155 81+213

135 82+525 82+583

136 84+252 84+308


Ex

ca

va

tio

n

PC

C

Fo

un

da

tio

n

Su

pe

r

str

uctu

re

Su

b

str

uctu

re

Su

b

str

uctu

re

MCW RHS

PC

C

Fo

un

da

tio

n

Su

pe

r

str

uctu

re

Ex

ca

va

tio

n

Su

b

str

uctu

re

Su

b

str

uctu

re

Status Of Slab Culverts/Box Culverts

De

sig

n

Ch

ain

ag

e

SR LHS

Ex

ca

va

tio

n

PC

C

Fo

un

da

tio

n

Su

pe

r

str

uctu

re

SR RHS

Ex

ca

va

tio

n

PC

C

Fo

un

da

tio

n

Su

pe

r

str

uctu

reSl.

No

Ch

ain

ag

e (

As

pe

r C

A)

MCW LHS


Appendix-O

1 0+393 0+402

2 0+578 0+607

3 0+657 0+698

4 0+900 0+900

5 1+188 1+198

6 1+280 1+288

7 1+667 1+678

8 1+774 1+753

9 2+092 2+100

10 2+196 2+208

11 2+395 2+405

12 2+660 2+774

13 3+066 3+075

14 3+242 3+251

15 3+403 3+467

16 3+658 3+676

17 3+884 3+893

18 4+365 4+375

19 4+794 4+804

20 5+031 5+040

21 5+331 5+360

22 5+637 5+638

23 5+724 5+731

24 5+756 5+767

25 5+845 5+852

26 6+012 6+021

27 6+103 6+103

28 6+183 6+19029

29 6+448 6+45430

30 6+595 6+605

31 6+728 6+736

32 7+170 7+174

33 7+308 7+310

34 7+567 7+571

35 7+811 7+816

36 8+047 8+055

37 8+195 8+130

38 8+246 8+192

39 8+303 8+306

40 8+499 8+444

41 8+606 8+538

42 8+670 8+606

43 8+723 8+672

44 8+758 8+725

45 8+967 8+920

46 9+107 9+110

47 9+265 9+264

48 9+460 9+460

49 9+612 9+612

50 9+705 9+709

51 9+844 9+849

52 10+164 10+168

53 10+260 10+264

54 10+412 10+413


Sl.

No

Ch

ain

ag

e

Status Of Pipe Culverts

MCW LHS

He

ad

Wa

ll

De

sig

n C

ha

ina

ge

SR LHS

Ex

ca

va

tio

n

PC

C

Pip

e L

ay

ing

He

ad

Wa

ll

SR RHS

Ex

ca

va

tio

n

PC

C

Pip

e L

ay

ing

He

ad

Wa

ll

MCW RHS

Ex

ca

va

tio

n

PC

C

Pip

e L

ay

ing

He

ad

Wa

ll

Ex

ca

va

tio

n

PC

C

Pip

e L

ay

ing


55 10+464 10+466

56 10+602 10+603

57 10+901 10+903

58 11+100 11+102

59 11+175 11+174

60 11+292 11+295

61 11+422 11+421

62 11+481 11+480

63 11+595 11+594

64 11+678 11+677

65 11+760 11+764

66 11+877 11+880

67 12+055 12+057

68 12+144 12+148

69 12+259 12+258

70 12+497 12+497

71 12+566 12+567

72 12+658 12+659

73 12+825 12+826

74 13+179 13+180

75 13+395 13+394

76 13+527 13+524

77 13+924 13+922

78 14+172 14+170

79 14+242 14+272

80 14+380 14+380

81 14+511 14+511

82 14+858 14+858

83 15+169 15+170

84 17+970 17+970

85 18+379 18+428

86 18+482 18+557

87 18+556 18+935

88 18+808 19+322

89 18+918 19+425

90 19+208 19+711

91 19+323 19+820

92 21+284 21+284

93 21+551 21+554

94 22+169 22+168

95 22+804 22+798

96 23+077 23+070

97 23+166 23+158

98 23+315 23+377

99 23+562 23+564

100 23+945 23+950

101 23+643 23+635

102 24+454 24+460

103 24+710 24+701

104 24+848 24+841

105 24+930 24+921

106 25+181 25+172

107 25+447 25+450

108 25+301 25+292

109 25+672 25+667

110 25+668 25+701

111 25+968 25+954



Ex

ca

va

tio

n

PC

C

Pip

e L

ay

ing

He

ad

Wa

ll

SR LHS SR RHS

Ex

ca

va

tio

n

Sl.

No

MCW LHS MCW RHS

Ex

ca

va

tio

n

PC

C

Pip

e L

ay

ing

He

ad

Wa

ll

He

ad

Wa

ll

PC

C

Pip

e L

ay

ing

He

ad

Wa

ll

Ch

ain

ag

e

De

sig

n

Ch

ain

ag

e

Ex

ca

va

tio

n

PC

C

Pip

e L

ay

ing


112 26+409 26+410

113 26+587 26+574

114 26+662 26+660

115 26+769 26+769

116 26+863 26+865

117 27+132 27+122

118 27+493 27+459

119 27+785 27+768

120 28+583 29+103

121 29+298 29+291

122 29+959 29+950

123 30+201 30+193

124 30+700 30+679

125 31+007 31+017

126 31+315 31+323

127 31+449 31+461

128 32+220 32+217

129 34+445 34+522

130 34+791 34+871

131 35+003 35+079

132 35+040 35+254

133 35+178 35+501

134 35+238 35+606

135 35+425 35+519

136 35+529 35+725

137 37+223 37+301

138 37+378 37+368

139 37+586 37+664

140 37+694 37+771

141 37+805 37+883

142 41+736 41+783

143 42+134 42+060

144 42+325 42+382

145 42+844 42+809

146 43+436 43+514

147 43+637 43+719

148 44+415 44+620

149 44+731 44+838

150 48+265 48+230

151 48+375 48+340

152 48+652 48+609

153 49+073 49+146

154 49+178 49+250

155 49+527 49+597

156 49+683 49+756

157 49+963 50+033

158 50+040 50+111

159 50+365 50+435

160 50+562 50+694

161 50+738 50+808

162 50+874 50+916

163 51+303 51+367

164 51+705 51+775

165 51+758 51+829

166 51+916 51+985

167 52+604 52+672



Sl.

No

Ch

ain

ag

e

SR RHS

Ex

ca

va

tio

n

PC

C

Pip

e L

ay

ing

He

ad

Wa

ll

He

ad

Wa

ll

De

sig

n

Ch

ain

ag

e

SR LHS

Ex

ca

va

tio

n

PC

C

Pip

e L

ay

ing

MCW RHS

Ex

ca

va

tio

n

MCW LHS

PC

C

Pip

e L

ay

ing

He

ad

Wa

ll

Ex

ca

va

tio

n

Pip

e L

ay

ing

He

ad

Wa

ll

PC

C


168 53+126 53+204

169 53+276 53+315

170 53+977 54+015

171 54+254 54+254

172 54+446 54+515

173 54+563 54+630

174 54+971 54+980

175 54+987 55+055

176 55+018 55+087

177 55+553 55+621

178 55+794 55+862

179 56+166 56+234

180 56+544 56+612

181 57+952 58+018

182 58+173 58+241

183 58+222 58+290

184 58+632 58+700

185 59+290 59+350

186 60+921 60+984

187 62+397 62+460

188 63+000 63+063

189 63+486 63+548

190 63+805 63+866

191 64+149 64+210

192 64+608 64+665

193 64+685 64+742

194 64+808 64+808

195 64+874 64+842

196 64+915 64+931

197 65+069 65+060

198 65+115 65+127

199 65+348 65+407

200 65+987 66+0691

201 66+073 66+135

202 66+314 66+373

203 67+485 67+544

204 67+676 67+735

205 67+743 67+801

206 68+207 68+266

207 68+328 68+400

208 68+408 68+480

209 69+520 69+580

210 70+477 70+537

211 70+574 70+660

212 70+765 70+825

213 71+018 71+078

214 71+205 71+265

215 72+016 72+085

216 72+213 72+374

217 72+391 73+450

218 72+491 73+550

219 74+591 74+575

220 74+970 75+029

221 76+341 76+400

222 78+537 78+598

223 78+697 78+755

224 79+714 79+764

225 80+912 80+981

226 81+772 81+861

227 82+986 82+900

228 83+629 83+687


SR RHS

Ex

ca

va

tio

n

PC

C

Pip

e L

ay

ing

He

ad

Wa

ll


Pip

e L

ay

ing

De

sig

n C

ha

ina

ge

He

ad

Wa

llSl.

No

Ch

ain

ag

e

MCW LHS MCW RHS

Ex

ca

va

tio

n

PC

C

SR LHS

Ex

ca

va

tio

n

PC

C

Pip

e L

ay

ing

Pip

e L

ay

ing

He

ad

Wa

ll

Ex

ca

va

tio

n

PC

C

He

ad

Wa

ll


Appendix-P

Calibration Status of Plants & Equipments

Section - I

The laboratory of Section -I closed down.

Section - II

Sl No. Instrument / Equipment Make Calibration due

date

1 C.T.M - ( HEICO ) H- 090001 ( HEICO ) 20-04-2016

2 Flexural Testing Machine ST/FTM/002(HFI) 26-09-2015

3 RMC Plant-CP 30 MODEL NO. CP - 30 11-11-2015

4 W.M.M Plant MECONS(200 MT/HR) 05-08-2015

5 HOT MIX Plant LINNOFF(160 MT/HR) 11-11-2015

6 Proving Ring - PR - 50 KN Mercer India - MFG NO. 070 15-04-2016

7 Proving Ring - PR - 50 KN Mercer India - MFG NO. 0370 15-04-2016

8 Proving Ring - PR - 25 KN Asahi - MFG NO. 01309 15-04-2016

9 Dial Gauge Baker/DG/P2872 15-04-2016

10 Dial Gauge Asahi/DG/16185 15-04-2016

11 Dial Gauge Baker/DG/X4P-243 15-04-2016

12 Dial Gauge Asahi 15-04-2016

13 Dial Gauge Asahi 15-04-2016

14 Water Bath (57**67*57) Gayathri scientific/GS/1008 15-04-2016

15 Water Bath (31*41*31) Kalika scientific 15-04-2016

16 Hot Air Oven ST/2015/HAO/020 15-04-2016

17 Hot Air Oven ST/2015/HAO/040 (kalika

Scientific) 15-04-2016

18 Electronic Weighing Balance- 100kg Settra\S5100\695 15-04-2016

19 Electronic Weighing Balance- 50kg Settra No Report

20 Electronic Weighing Balance- 50kg BPW/50 15-04-2016

21 Electronic Weighing Balance- 30kg BPL\30\14\133 15-04-2016




25 Electronic Weighing Balance- 20kg Ctech 09-11-2013

26 Electronic Weighing Balance- 15kg Excell\15\BH\11093506 15-04-2016

27 Electronic Weighing Balance- 5kg BPL / 5\14\208 15-04-2016

28 Electronic Weighing Balance- 5kg BPL / 5\14\526 15-04-2016

29 Electronic Weighing Balance- 600gm BPL / 600\14\67 24-03-2015

30 Electronic Weighing Balance-600gm Settra\600\S5006\135 No Report

31 Sand Pouring Cylinder (No- 2) 150mm dia 04-08-2015



34 Rapid Moisture Meter(No-1) Standard 28-07-2015

35 Rapid Moisture Meter(No-2) Standard 28-07-2015

36 Nuclear Density Gauge Mod.3440/ser.38668 19-07-2013

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