NATIONAL HIGHWAYS AUTHORITY OF INDIA - nhai.org.innhai.org.in/spw/Process/Monthly Progress Report...

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 - 32

September 2014

Yongma Engineering Co., Ltd.

Feedback Infra Private Limited.

In Association with

Panvel - Indapur MPR No-32 September ‘14 Page 1

TABLE OF CONTENTS

Page

Executive Summary 03

1.0 THE PROJECT 04

1.1 Project Background 05

1.2 Project Location 05

1.3 Terrain and Alignment 07

1.4 Salient Features 08

1.5 Project Milestones 22

1.6 Location Map 23

2.0 THE ESTABLISHMENT 26

2.1 Project Organisation 26

2.2 Plant & Machinery 30

3.0 PROGRESS OF WORKS 32

3.1 Land Handing Over 32

3.2 Tree Cutting 33

3.3 Utility Shifting 34

3.4 Hindrance due to Utilities/Buildings/Structures 34

3.5 Design Review & Status 35

3.6 Progress of Works 37

3.7 Miscellaneous Works 39

3.8 Overall Physical / Financial Progress 39

4.0 QUALITY CONTROL & QUALITY ASSURANCE 47

4.1 Quality Control & Quality Assurance 47

4.2 Compliance / Non-Compliance 47

4.3 Routine Inspection by Independent Engineer 47

5.0 TRAFFIC & SAFETY 74

5.1 Safety Issues at Site 74

5.2 Accident Data 74

5.3 Traffic Diversion 74

5.4 Maintenance of Existing Highway 74

6.0 CONTRACTUAL ISSUES 76

6.1 Change of Scope 76

6.2 Project Milestone 77

6.3 Land Acquisition issue between Balganga and Balivali Bridges 79

6.4 Public Demand for Flyover at Kolad 80

6.5 Un-approved Steel in use 81

6.6 Non construction of Exit/Entry Ramps 81

7.0 CRITICAL ISSUES AND RECOMMENDATIONS 82

8.0 PROJECT PHOTOGRAPHS 83


Appendices Page

A Comments on Concessionaire’s Monthly Progress Report 84

B Weather 85

C Important Visits 86

D Minutes of Progress Review Meeting 87

E Site Inspection Notes by Independent Engineer 88

F Letters from NHAI 91

G Letters from Concessionaire 94

H Letters Issued by Independent Engineer 95

I Accident Data & Observation 99

J Highway - Progress 101

K Structures - Progress 102

L Status Of Vehicular Underpasses - Progress 121

M Status Of Pedestrian Underpasses - Progress 125

N Slab/Box Culverts - Progress 130

O Pipe Culverts - Progress 133


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, 2 nos. Flyovers, 3 nos. ROB’s, 7 nos. Vehicular

Underpasses, 14 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).

Tree cutting and shifting of electrical poles and lines are in advanced stage. Shifting of MJP

/ISPAT water pipe lines are in very slow progress. NHAI has given approval for laying

CIDCO water pipeline along the Project Highway.

The quantities and percentage progress reported by Concessionaire are on 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 34.78% as against Scheduled Physical Progress of 100.00 %. That means, the

slip is 65.22 %. The cumulative achieved Financial Progress is Rs. 424.90 Crores (35.24%)

as against scheduled Financial Progress of Rs. 1205.72 Crores (100.00 %). That means, the

slip is Rs. 780.82 Crores (64.76%).

Land Acquisition: Total land to be acquired is approximately 504 Ha. As per the

Concession Agreement, NHAI shall make best efforts to procure and grant, no later than 90

days from the Appointed Date, the Right of Way to the Concessionaire in respect of all land

included in the Appendix. NHAI may speed up balance land acquisition process.

Forest Land: Approval of Forest land except Ch. 0+000 to 20+100 issued by NHAI vide

letter No. NHAI/PIU/PANVEL/PI/SPITPL/ Forest/2013/1201 dt.23-08-’13.

GAD Approval for ROB’s: GAD’s for all ROB’s are already approved by Railways.


Slow Progress RE Wall Works: The progress for RE wall works is very slow. This will

become one of the critical activities of the Project.

State Board for Wild Life (SBWL)’s Approval of Karnala bird Sanctuary Portion:

NHAI may speed up the Approval of Karnala bird sanctuary portion.

Non-Relocation of CIDCO water pipeline: Non-relocation of CIDCO water pipeline is

affecting the works for approximately 5.08 Km length of the Project.

Non-Removal of Encumbrances : NHAI has issued notice under section 26 of the

Control of National Highways (Land and Traffic) Act, 2002 to unauthorized occupants in

some of the villages. Police support is sought. Most of the encroachments are removed in

Kollad, Pui, Khamb, Varas gaon villages. However, some buildings are yet to be removed in

other villages for want of payment, valuation etc.

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

flyovers and ROB’s) is slow. Concessionaire should improve the progress of structures.

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

of Scope proposals. Some of them are still pending with NHAI for decision.

Distress in new pavement: The newly laid DBM/BC is showing distress at many

locations. Concessionaire is advised to investigate in detail regarding such re-occurrence of

pavement distress during construction. Independent Engineer has insisted Concessionaire

to follow good engineering practices during pavement construction. It has been reminded

many times the importance of constructing kerb before taking up bituminous works, use of

PTR for DBM layer, constructing median drain and chutes, proper drainage arrangements

during construction, temperature control etc.

Un-approved Steel in use: Conditional Source approval for steel from M/s Shree

Vaishnav Alloys Pvt. Ltd was concurred on 01-05-’12 based on the condition that the

challans for billets (from main and major producers) and Manufacturer Test Certificate

(MTC) will be submitted. Meanwhile, NHAI informed that the steel shall be procured from

main and major producers only as per IRC: SP: 84-2009 which are SAIL, IRNL, TATA,

ESSAR, ISPAT, JSW Steel Ltd and JSL. No re- rolled steel shall be permitted in NHAI works.

In some of the minor bridges, Concessionaire has used Sangam TMT, SUN TMT etc. also

which were notified to the Concessionaire through various NCR’s, Site Inspection Reports.

Concessionaire was strictly advised to use steel produced from main and major producers

only as per NHAI’s circulars. The source approval for M/s Shree Vaishnav Alloys Pvt. Ltd.

was withdrawn with affect from 25-07-’13. Even after withdrawing concurrence,

Concessionaire has been using un-approved steel in many structures. Engineer has issued

letter to Concessionaire warning them that IE will be constrained to initiate necessary

punitive action as per the provisions of Concession Agreement without any further notice.


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

Maharashtra, Goa, Karnataka, 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.

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

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


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

Total Project Cost Rs. 942.69 Crores less Equity Support

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

Project Management Consultants

Consulting Engineering Services (I) Pvt. Ltd., India

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 Concessioner)

1205.72 Rs. Crores

Annual Premium 33.95 Rs. Crores


Table 1.2 Salient Features

Description Length/ Nos.

Length of the project 84 Km

Major Bridges 6 Nos.

Minor Bridges 23 Nos.

Slab/Box culverts 135+1 Locations

Pipe culverts 208+20 Locations

Flyovers 2 Nos.

ROB’s 3 Nos

Pedestrian Underpasses 14 as per CA + 2 additional as per CA + 1 additional as per COS - 2 converted to VUP as per COS = 15 nos.

Vehicular Underpasses 7 as per CA + 2 additional as per CA + 2 converted to VUP as per COS = 11 nos.

Major Intersections 12 Nos

Minor Intersections 94 Nos

Main Line Toll Plaza 2 Nos (Design Chainage 15+000 & 66+775)

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-32 September‘14 Page 10

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. 27.00

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 Concurreds

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

50 79+600 79+707 LHS Ghotwal

51 82+570 82+462 RHS Nagroli

52 84+330 84+222 RHS Potner


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.

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+700 34+300 3.6

Sl No

Chainage (Km)

Village Remarks As per

CA

As per

Design

1 4+992 5+000 Chinchwan VUP

2 25+873 25+860 Khopoli VUP- Half Portion

3 27+136 27+100 Pen PUP converted to VUP - approved in principle by NHAI

4 28+040 27+760 Pen VUP - Shifted to this Place - approved in principle by

NHAI

5 28+550 28+535 Pen/Ramwadi PUP converted to VUP - approved in principle by NHAI

6 31+660 30+930 Vadkhal VUP

7 32+465 32+485 Vadkhal VUP

8 - 54+450 Nagothane (SH-91) Additional VUP as per CA

9 55+968 56+060 Nagothane VUP

10 73+699 73+760 Roha/Kolad (SH-62) VUP

11 - 74+780 Kolad (SH-60) Additional VUP as per CA

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+276 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 1.18 Status of Design and Drawings of Major Junctions

Table 3.19 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

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

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

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

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


Sl.

No.

Chainage Km

Typ

e o

f

Cro

ssin

g

Destination

Details


Left Right

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

95 84+330 84+400 T - Nagroli MDR

Table 1.20 Details of U-Turn Facilities

Sl

No Chainage Village name Type of Crossing

Distance between

Opening (m) Remarks

1 2+580 Turmale T Junction

2 5+000 Chinchwan VUP 2420

3 7+000 Mid block opening 2000

4 9+080 Karnala Kila T Junction 2080

5 11+995 Kolhe T Junction 2915

6 14+729 Apta Phata

(SH-83) T Junction 2734 No other cross road in between

7 17+560 Mid block opening 2831 Steep gradient in between

8 19+860 Mid block opening 2300 S-Curve in between

9 22+450 Ambivali T Junction 2590 Steep gradient & Curve portion


Sl

No Chainage Village name Type of Crossing

Distance between

Opening (m) Remarks

10 24+200 Virwadi T Junction 1750

11 25+860 Khopoli Jn (SH-87)

VUP 1660

12 27+100 VUP 1240 PUP converted to VUP - approved in principle by NHAI

13 27+760 VUP 660 VUP shifted to this place - approved in principle by NHAI

14 28+535 VUP 775 PUP converted to VUP - approved in principle by NHAI

15 29+660 Vashi T Junction 1125

16 30+930 Wadkhal VUP 1270


18 35+880 Ispat factory Y junction 2940


20 40+900 Jui T Junction 2310

21 43+200 Aakadevi Temple

T Junction 2300

22 46+450 Amate X Junction 3250

23 47+480 Khatale T Junction 1003

24 52+800 Nidi T Junction 5347 Many PUP’s in between

25 54+451 Nagothane

(SH-91) VUP (Additional) 1651

26 56+060 Nagothane VUP 1609

27 58+720 Pali T Junction 1120

28 59+021 Alibaug (SH-93)

T Junction 301

29 60+300 Rest Area Mid block opening 1279

30 61+295 MSEB (Kansui) T Junction 995

31 63+244 Sukeli T Junction 1949

32 69+400 Mid block opening 6156 Hilly terrain 64 to 66, 66+700 toll plaza, 68+320 Khamb PUP

33 72+000 Pugaon T Junction 2600

34 73+760 Kolad (SH-62) VUP 1760

35 74+780 SH-60 VUP (Additional) 1020


37 78+388 Ghotwale T Junction 1488

38 81+825 Wavediwali T Junction 3112 No important cross road in between.

39 82+760 Gangewadi T Junction 1260

40 84+387 Nagroli T Junction 1627

1.5 Project Milestones

The Project Milestones details are given in Table 1.18


Table 1.18 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.

However, EOT is not yet approved by 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

Concessionaire vide their letter

no SPITPL/ P-NHAI/ 2003-14/

2471 dt. 28-01-’14 claimed and informed NHAI that they

have achieved Milestone-II

considering the available land. However, in the catch-up

programme for the Four-Laning (Project Completion),

Concessionaire has specified that they will achieve

Milestone-II by October ’15.

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

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.

Figure 1.1 District map of Raigarh


Figure 1.2 Road network in Raigarh District

Panvel - Indapur MPR No-32 September‘14 Page 25

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. M. K. Wathore. He is supported by the Manager (Tech.) Mr.

Narayankar 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

Concessionaire has appointed Consulting Engineering Services (India) Pvt. Ltd. as

Project Management Consultants (PMC) and they have established their office at

the same premises that of the Concessionaire.

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 are already 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

AGM (Planning):

Mr. Umapathi T B

G M (Finance):

Mr. Kamlesh Chechani

GM (Projects)

Vice President:

Mr. P.S. Garole

Acting Team Leader :

Gangadharan C.P.

Director:

Mr. Vikas Sharma


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

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

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

22 Electrical Engineer Mr. Anand Mohan

Jayaswal 05-06-‘12


23 HTMS / Toll Expert TBN -

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

25 Horticulture cum

Landscaping Expert TBN -

C Support Staff

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

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

Ms. Madhumati P Kumar 22-08-‘12

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

Ms. Reshma Newalkar 01-07-‘12

29 Photocopy Machine

Operator Mr. Santosh Sharma 22-02-‘12

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

31 Computer Operator Ms. Reshma Ananda

Katekar 23-02-‘12

32 Guard-1 Mr. RamCharan 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

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: Mr. Sanjay Maharana

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. Praveen Kumar

Accountant: Ms. Madhumati P Kumar

Cashier: Ms. Reshma Newalkar

Steno: Ms. Jyoti Vishnu Jadhav

Computer Operator: Ms. Reshma Ananda Katekar

Photocopy Machine Operator: Mr. Santhosh Sharma

Office Boy: Mr. Aditya Shetye

Guard-1: Mr. Ram Charan Vajpayee

Guard-2: Mr. Ganesh Bhadur

Short Term Sub-Professionals:

Quantity Surveyor: Mr. Satish. N.L HTMS / Toll Expert: TBN 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

Section-I

1 Laboratory 23+600

2 Stone Crusher Bombay Pada 200 TPH

3 Concrete Batching Plant 23+600 60 Cum /Hr

4 WMM Plant 23+600 200 TPH

5 Hot Mix Plant Bombay Pada 120 TPH

Section-II

6 Laboratory 58+000

7 Stone Crusher 58+000 200 TPH

8 Concrete Batching Plant 58+000 30 Cum /Hr

9 WMM Plant 58+000 200 TPH

10 Hot Mix Plant 58+000 160 TPH

Table 2.4 Details of Machinery

Sl No Description Available (Nos)

1 JCB 10

2 Excavator / Poclain 08

3 Paver 03

4 Grader 04

5 Loader 03

6 Tippers 15

7 Water Tanker 07

Sl No Location EPC Contractor

1 Km 0+000 to 42+000 M/s Mahavir Roads and Infrastructure Pvt. Ltd.

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


Sl No Description Available (Nos)

8 Vibratory Roller 04

9 Transit Mixer 10

10 Plate Compactors 02

11 Air Compressor 03

12 Hydra 03

13 Water Pump 07

14 D.G. Set 07

15 Tandem Roller 06

16 Pneumatic Tyred Rollers (PTR) -

17 Emulsion Sprayer 1

18 Crane 4

19 Concrete Vibrator 18


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: 504 Ha

At following locations the construction work is affected due to non-clearance by

Forest Department:

Table 3.1 Details of Forest areas

Sl No Chainage

Length (m) From To

1 2+545 2+610 65

2 6+300 6+500 200

3 6+500 6+620 120

4 6+620 6+680 60

5 6+850 6+930 80

6 6+960 7+400 440

7 7+500 7+770 270

8 7+850 7+915 65

9 7+915 8+350 435

10 8+600 10+100 1500*

11 10+580 10+625 45

12 10+625 10+640 15

13 10+640 10+680 40

14 11+135 11+275 140

15 11+630 11+900 270

16 11+900 11+950 50

17 12+110 12+220 110

18 12+220 12+580 360

19 12+580 12+925 345

20 12+925 13+130 205

21 13+130 13+250 120

22 13+250 13+565 315

23 13+565 13+620 55

24 13+910 14+120 210


* Karnala Bird Sanctuary Approval Pending.

Eco-Sensitive Zone: NHAI vide their letter No. NHAI/PIU/PNVL/BOT/NH-17/PNL-

IND/ECO/2012/1841 dt. 24-12-‘12 has instructed Concessionaire to stop the

construction works in the Eco-Sensitive zone (Ch. 0+000 to 20+100).

3.2 Tree Cutting

Details of tree cutting are given in Table 3.2. Tree cutting works are in advanced

progress.

Table 3.2 Details of Tree Cutting

Chainage Length

(Km)

Scheduled

Trees

Non-Scheduled

Trees

Remarks From To

0+000 8+000

6.40 344 1,214

NHAI Issued Letter No. NHAI/PIU/ PANVEL/P-I/Tree Cutting/2012/1033 dt.

29-08-’12 for the tree cutting permission

& disposal. 11+000 12+000

16+000 21+050

13.25 354 1,397

NHAI Issued Letter No. NHAI/PIU/

PANVEL/P-I/Tree Cutting/2012/1757 dt.

17-12-’12 for the tree cutting permission & disposal.

21+700 31+300

34+000 42+300 8.30 143 518


PANVEL/P-I/Tree Cutting/2012/1757 dt. 17-12-’12 for the tree cutting permission

& disposal.

42+300 48+730 6.43 62 374



48+730 63+910 8.13 901 1,538


PANVEL/P-I/Tree Cutting/2012/1153 dt. 15-09-’12 for the tree cutting permission

& disposal.

65+980 76+000 7.07 278 1,600


17-12-’12 for the tree cutting permission

& disposal.

76+000 84+600 8.33 308 1,323

NHAI Issued Letter NO. NHAI/PIU/

PANVEL/P-I/Tree Cutting/2012/1033 dt.


Total 2,390 7,964

25 14+310 14+575 265

26 15+745 15+775 30

27 15+775 15+790 15

28 16+540 16+800 260

TOTAL 6,085


3.3 Utility Shifting

Details of utility shifting is given in Table 3.3 & 3.4. Table 3.3 Details of Utility Shifting Yet to be Tackled:

Table 3.4 Details of Other Utility Shifting (In Progress):

Sl No

Description Affected Length

(m) Status

C MSEDCL Electrical Lines & Poles (737 poles

& 13 Transformers)

4,850m LHS

21,050m RHS

Shifting works in

progress.

D MJP Water Pipeline (200 to 450 mm Ø

Water line)

19,840m LHS

4,180m RHS

Shifting works in very

slow progress.

E ISPAT Water Pipeline 21,670m LHS

70m RHS

Shifting works in very slow progress.

F ZP water pipeline 5,090m LHS

4,030m RHS

Shifting works in

progress

3.4 Hindrance due to Utilities/Buildings/Structures

Details of hindrance due to Utilities/Building/Structure etc. is given in Table 3.5.

Summary is given in Table 3.6

Table 3.5 Details of Hindrance due to various Utilities/encroachments as on date

Sl

No Description

Affected Length (m)

Main Carriageway Service Road

LHS RHS LHS RHS

1 Electric Pole & Line 2,750 5,210 1,250 1,950

2 Land Acquisition 9,920 9,920 4,770 3,820

3 Forest Land 6,085 6,085 550 300

4 CIDCO Pipe Line 2,950 550 800 700

5 ISPAT Pipe line 4,220 70 14,440 0

6 MJP Water Pipeline 0 0 0 0

7 ZP Water pipeline 0 0 0 0

8 Salt pan land 1,500 1,500 0 0

9 Reliance Gas Pipe line 610 610 0 0

10 Diversion Problem 2650 3300 0 0

11 Eco - Sensitive Zone 20,100 20,100 4,050 4,050

Sl No

Description Affected

Length (m) Status

A CIDCO Water Pipe Lines 5080 m Approval given by NHAI.

Shifting not yet started.

B Reliance / NOCIL Gas Pipeline 330 m Yet to be shifted


Table 3.6 Summary of Hindrance free land available for construction:

Sl

No Description

Main Carriageway (m) Service Road (m)

LHS RHS LHS RHS

1 Project Length 84,600 84,600 19,540 17,390

2 Affected Length 51,000 47,850 17,990 15,570

3 Length available for

construction 33,600 36,750 1,550 1,820

3.5 Design Review & Status

Table 3.7 Design Review Status

Sl

No Description Status

1 Plan & Profile Drawing Main Carriageway

77.747 Km Concurred.

Concessionaire for Ch. 43+000 to 44+000

withdrawn. 3.000 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 746 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 recently submitted request for

Extension of Time (EOT) upto Nov ‘16 for four-laning

(Project completion). Independent Engineer has

reviewed and

recommended EOT upto March 2016

10 Borrow Areas for Section-1 18 nos are concurred.

11 Borrow Areas for Section-2 27 nos are concurred.


Sl No

Description Status

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 Concurred

19 BC Mix Design - Grading II 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

Sections Concurred

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

33 Source Approval for Procurement of Cement, 53 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


Sl No

Description Status

37 Source Approval for Procurement of Cement, 53 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 Sand.

Concurred

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. Concurred

47 Mix Design For Pavement Quality Concrete. 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

3.6 Progress of Works

The cumulative quantities are given in Table 3.8.

Table 3.8 Cumulative Quantities Executed

Sl

No Description Unit

Cumulative

Planned*

Cumulative Executed

Reported by

Concessionaire*

Assessed by Independent

Engineer

1 Excavation Soil -

Highway Cum 8,63,175

2 Excavation - Hard rock

Cum 39,240


*Concessionaire has not submitted Progress Report for the month.

Table 3.9 Highway Works Lengths Completed

Description LHS (m) RHS (m)

Clearing & Grubbing 31,250 52,630

Embankment 31,160 46,020

Subgrade 23,530 40,090

Granular Sub base (GSB) 21,710 35,930

Wet Mix Macadam (WMM) 20,610 33,205

Dense Bituminous Macadam (DBM) 18,460 31,250

Bituminous Concrete (BC) 1,940 2,600

Table 3.10 Summary of Progress of Structures

Sl No

Description Total Nos Work in Progress

Not yet Started

1 Major Bridges 6 6 0

2 Flyovers 2 1 1 (Deleted)

3 ROB’s 3 1 2

4 Minor Bridges 23 20 3

5 Vehicular Underpasses 9 7 2

6 Pedestrian Underpasses 16 5 11

7 Pipe culverts 208+20 114 114

8 Box culverts 135+1 108 28

3 Embankment Cum 35,42,894

4 Subgrade Cum 4,68,649

5 Granular Sub base Cum 1,59,195

6 Wet Mix Macadam Cum 1,28,703

7 Dense Bituminous

Macadam Cum 43,895

8 Bituminous

Concrete Cum 1,580

9 Excavation-Structures

Cum 62,650

10 PCC M15 Cum 6,320

11 RCC M20, M25,

M30 Cum 41,956

12 RCC M35 / RE wall fascia blocks

Cum 8,510

13 RCC M40,M45 Cum 2,845

14 Reinforcement Tonne 4,084

15 PSC Strand Tonne 60


3.7 Miscellaneous Works

Miscellaneous works are not yet started.

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 Con cession Agreement) Total Project Cost: Rs. 1205.72 Crores (As reported by Concessionaire) Time Elapsed: 33.5 Months

Description Planned

Achieved

Reported by Concessionaire*

Assessed by IEs

Physical Progress :

Cumulative Physical Progress (%) 100.00% 34.78%

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

(-) 65.22%

Financial Progress :

Cumulative Financial Progress (Rs. Crores)

1205.72 424.90

Cumulative Financial Progress (%) 100.00% 35.24%

Cumulative Financial

Lag (-) / Lead (+)

(-) 780.82 Crores

(-) 64.76%

* Concessionaire has not submitted Progress Report for the month.

Table 3.11 Details of Physical Progress

Month Monthly Physical Progress (%) Cumulative Physical Progress (%)

Scheduled Actual Scheduled Actual

Dec. ‘11 0.36 % 0.00 % 0.36 % 0.00 %

Jan. ‘12 1.57 % 1.75 % 1.93% 1.75 %

Feb. ‘12 3.17 % 1.22 % 5.10 % 2.97 %

Mar. ‘12 4.50 % 0.60 % 9.60 % 3.57 %

Apr. ‘12 5.01 % 0.90 % 14.61 % 4.47 %

May ‘12 4.90 % 1.30 % 19.51 % 5.77 %

Jun. ‘12 2.48 % 0.99 % 21.99 % 6.76 %

Jul. ‘12 1.79 % 0.33 % 23.78 % 7.09 %

Aug. ‘12 1.25 % 0.69 % 25.03 % 7.78 %

Sept. ‘12 0.30 % 0.69 % 25.33 % 8.47 %


Month Monthly Physical Progress (%) Cumulative Physical Progress (%)

Scheduled Actual Scheduled Actual

Oct. ‘12 0.60 % 1.58 % 25.93 % 10.05 %

Nov. ‘12 0.85 % 2.14 % 26.78 % 12.19 %

Dec. ‘12 0.76 % 0.45 % 27.54 % 12.64 %

Jan. ‘13 3.49 % 1.61 % 31.03 % 14.25 %

Feb. ‘13 4.39 % 2.90 % 35.42 % 17.15 %

Mar. ‘13 4.92 % 3.21 % 40.34 % 20.36 %

Apr. ‘13 5.20 % 4.59 % 45.54 % 24.95 %

May ‘13 5.65 % 2.77 % 51.19 % 27.72 %

Jun. ‘13 4.40 % 0.25 % 55.59 % 27.97 %

Jul. ‘13 2.71 % 0.29 % 58.30 % 28.26 %

Aug. ‘13 2.86 % 0.22 % 61.16 % 28.48 %

Sept. ‘13 3.27 % 0.17 % 64.43 % 28.65 %

Oct. ‘13 4.39 % 0.30 % 68.82 % 28.95 %

Nov. ‘13 4.89 % 0.78 % 73.71 % 29.73 %

Dec. ‘13 5.62 % 0.49 % 79.33 % 30.22 %

Jan. ‘14 5.90 % 0.53 % 85.23 % 30.75 %

Feb. ‘14 6.06 % 0.42 % 91.29 % 31.17 %

Mar. ‘14 6.41 % 1.37 % 97.70 % 32.54 %

Apr. ‘14 1.47 % 1.02 % 99.17 % 33.56 %

May ‘14 0.83 % 0.72 % 100.00 % 34.28 %

June ‘14 0.00 % 0.40 % 100.00 % 34.68 %

July ‘14 0.00 % 0.05 % 100.00 % 34.73 %

Aug ‘14 0.00 % 0.01 % 100.00 % 34.74 %

Sept. ‘14 0.00 % 0.04 % 100.00 % 34.78 %

Table 3.12 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

Dec. ‘11 117.57 98.72 9.75 % 8.19 % 117.57 98.72 9.75 % 8.19 %

Jan. ‘12 18.93 16.12 1.57 % 1.34 % 136.50 114.84 11.32 % 9.52 %

Feb. ‘12 20.93 11.70 1.74 % 0.97 % 157.43 126.54 13.06 % 10.49 %

Mar. ‘12 25.08 6.72 2.08 % 0.56 % 182.51 133.26 15.14 % 11.05 %

Apr. ‘12 28.75 9.22 2.38 % 0.76 % 211.26 142.48 17.52 % 11.82 %


Month

Monthly Financial Progress Cumulative Financial Progress

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

Scheduled Actual Scheduled Actual Scheduled Actual Scheduled Actual

May ‘12 33.05 12.41 2.74 % 1.03 % 244.31 154.89 20.26 % 12.85 %

Jun. ‘12 28.75 9.90 2.38 % 0.82 % 273.06 164.79 22.65 % 13.67 %

Jul. ‘12 22.84 4.44 1.89 % 0.37 % 295.90 169.23 24.54 % 14.04 %

Aug. ‘12 17.74 7.45 1.47 % 0.62 % 313.64 176.68 26.01 % 14.65 %

Sept. ‘12 21.74 7.57 1.80 % 0.63 % 335.38 184.25 27.82 % 15.28 %

Oct. ‘12 24.16 14.40 2.00 % 1.19 % 359.54 198.65 29.82 % 16.48 %

Nov. ‘12 30.27 14.98 2.51 % 1.24 % 389.81 213.63 32.33 % 17.72 %

Dec. ‘12 34.31 4.24 2.85 % 0.35 % 424.12 217.87 35.18 % 18.07 %

Jan. ‘13 38.96 15.18 3.23 % 1.26 % 463.08 233.05 38.41 % 19.33 %

Feb. ‘13 44.91 26.90 3.72 % 2.23 % 507.99 259.95 42.13 % 21.56 %

Mar. ‘13 50.11 30.27 4.16 % 2.51 % 558.10 290.22 46.29 % 24.07 %

Apr. ‘13 53.86 43.44 4.47 % 3.60 % 611.96 333.66 50.75 % 27.69 %

May ‘13 58.28 26.34 4.83 % 2.18 % 670.24 360.00 55.59 % 29.86 %

Jun. ‘13 45.96 2.40 3.81 % 0.20 % 716.20 362.40 59.40 % 30.06 %

Jul. ‘13 29.36 0.98 2.44 % 0.08 % 745.56 363.38 61.84 % 30.14 %

Aug. ‘13 30.76 2.07 2.55 % 0.17 % 776.32 365.45 64.39 % 30.31 %

Sept. ‘13 34.82 1.61 2.89 % 0.13 % 811.14 367.04 67.27 % 30.44 %

Oct. ‘13 47.02 2.89 3.90 % 0.24 % 858.16 369.93 71.17 % 30.68 %

Nov. ‘13 51.96 7.36 4.31 % 0.61 % 910.12 377.29 75.48 % 31.29 %

Dec. ‘13 59.16 4.56 4.91 % 0.38 % 969.28 381.85 80.39 % 31.67 %

Jan. ‘14 62.96 5.07 5.22 % 0.42 % 1032.24 386.92 85.61 % 32.09 %

Feb. ‘14 64.56 3.97 5.35 % 0.33 % 1096.80 390.89 90.97 % 32.42 %

Mar. ‘14 73.75 12.91 6.12 % 1.07 % 1170.55 403.80 97.08 % 33.49 %

Apr. ‘14 20.90 9.52 1.73 % 0.79 % 1191.45 413.32 98.82 % 34.28 %

May ‘14 14.27 6.87 1.18 % 0.57 % 1205.72 420.19 100.00 % 34.85 %

June ‘14 0.00 3.74 0.00 % 0.31 % 1205.72 423.93 100.00 % 35.16 %

July ‘ 14 0.00 0.48 0.00 % 0.04 % 1205.72 424.41 100.00 % 35.20 %

Aug ‘14 0.00 0.12 0.00 % 0.01 % 1205.72 424.53 100.00 % 35.21 %

Sept. ‘14 0.00 0.37 0.00 % 0.03 % 1205.72 424.90 100.00 % 35.24 %


Cumulative Physical Progress (%)

34.78%

65.22%

Achieved Balance

Cumulative Financial Progress (%)

35.24%

64.76%

Achieved Balance


Physical Progress (%) S – Curve

0

10

20

30

40

50

60

70

80

90

100

De

c '1

1

Jan

'12

Feb

'12

Mar

'12

Ap

r '1

2

May

'12

Jun

'12

Jul '

12

Au

g '1

2

Sep

'12

Oct

'12

No

v '1

2

De

c '1

2

Jan

'13

Feb

'13

Mar

'13

Ap

r '1

3

May

'13

Jun

'13

Jul '

13

Au

g '1

3

Sep

'13

Oct

'13

No

v '1

3

De

c '1

3

Jan

'14

Feb

'14

Mar

'14

Ap

r '1

4

May

'14

Jun

e '1

4

July

'14

Au

g '1

4

Sep

t '1

4

Cumulative Scheduled Progress (%) Cumulative Actual Progress (%)

65

25

MILE STONE - II (65%)

MILE STONE - I (25%)

MIL

E S

TO

NE -

I (2

5%

)

MIL

E S

TO

NE -

II (

65%

)


Physical Progress (%) – Histogram

0

1

2

3

4

5

6

7

De

c '1

1

Jan

'12

Feb

'12

Mar

'12

Ap

r '1

2

May

'12

Jun

'12

Jul '

12

Au

g '1

2

Sep

'12

Oct

'12

No

v '1

2

De

c '1

2

Jan

'13

Feb

'13

Mar

'13

Ap

r '1

3

May

'13

Jun

'13

Jul '

13

Au

g '1

3

Sep

'13

Oct

'13

No

v '1

3

De

c '1

3

Jan

'14

Feb

'14

Mar

'14

Ap

r '1

4

May

'14

Jun

e '1

4

July

'14

Au

g '1

4

Sep

t '1

4

Scheduled Progress (%) 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

1

Jan

'12

Feb

'12

Mar

'12

Ap

r '1

2

May

'12

Jun

'12

Jul '

12

Au

g '1

2

Sep

'12

Oct

'12

No

v '1

2

De

c '1

2

Jan

'13

Feb

'13

Mar

'13

Ap

r '1

3

May

'13

Jun

'13

Jul '

13

Au

g '1

3

Sep

'13

Oct

'13

No

v '1

3

De

c '1

3

Jan

'14

Feb

'14

Mar

'14

Ap

r '1

4

May

'14

Jun

'14

July

'14

Au

g '1

4

Sep

t '1

4

Cumulative Scheduled Progress (Rs. Crores) Cumulative Actual Progress (Rs. Crores)

MILESTONE - II (65%)

MILE STONE - I (25%)

MIL

E S

TO

NE -

II (

65%

)

MIL

E S

TO

NE -

I (2

5%

)


Financial Progress (Rs. Crores) – Histogram

0

20

40

60

80

100

120

De

c '1

1

Jan

'12

Feb

'12

Mar

'12

Ap

r '1

2

May

'12

Jun

'12

Jul '

12

Au

g '1

2

Sep

'12

Oct

'12

No

v '1

2

De

c '1

2

Jan

'13

Feb

'13

Mar

'13

Ap

r '1

3

May

'13

Jun

'13

Jul '

13

Au

g '1

3

Sep

'13

Oct

'13

No

v '1

3

De

c '1

3

Jan

'14

Feb

'14

Mar

'14

Ap

r '1

4

May

'14

Jun

'14

July

'14

Au

g '1

4

Sep

t '1

4

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 its status are given in Table 4.1.

Concessionaire have 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.

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 4.2. Details of Audit Reports issued to

the Concessionaire are given in Table 4.3. Details of tests carried out are given in

Table 4.4 Concessionaire has recently submitted compliances to all the reports

together and was reviewed by Independent Engineer. Many inspection points are not

yet complied. A compiled report of such pending site inspection points are again

issued to Concessionaire for necessary compliance.

Panvel - Indapur MPR No-32 September'14 Page 48

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

September ’14 34%

Table 4.1 Status of NCR’s Issued by Independent Engineer

NCR

No Date

Chainage &

Side

Description Rectifications

Proposed on

Details of Rectifications

Done Status

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

Closed out

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.

Closed out

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.

Closed out

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

Bridge)

SBC of foundation not

determined 27-07-'12

Safe Bearing Capacity assessed and details

submitted.

Closed

out

5 21-04-'12 20+144

(Balganga

Major Bridge)



Safe Bearing Capacity assessed and details

submitted.

Closed

out

6 21-04-'12

26+188

(Bhogeshwari

Major Bridge)



Safe Bearing Capacity

assessed and details

submitted.

Closed

out

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

Minor bridge)




assessed and details submitted.

Closed

out

8 21-04-'12

72+936

(Kundlika Major bridge)





Closed

out

9 21-04-'12

77+804

(Bhuvan Minor bridge)





Closed

out

10 21-04-'12

81+600

(Wave Minor bridge)

SBC of foundation not determined

27-07-'12



Closed out

11 21-04-'12

84+488

(Indapur Major bridge)

SBC of foundation not determined

27-07-'12



Closed out

12 25-04-'12 20+754

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

Rebound hammer test &

ultra sonic test conducted and found acceptable.

Closed out

13 25-04-'12 80+840 Checking of Horizontal 29-06-'12 Horizontal alignment Closed


NCR No

Date Chainage

&

Side

Description Rectifications Proposed on

Details of Rectifications Done

Status

Alignment checked through RFI No-

12058 dt. 22-06-'12

out

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.

Closed

out

15 25-05-'12 39+030 (RHS) Box Culvert-

39/2,

Length less by 465mm 11-09-`12

Structure is constructed as


Rev No. R1.

Closed out

16 25-05-'12

39+133 (RHS)

Box Culvert-39/3,



per Revised Drawing No.


Closed

out

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

40/1,




Rev No. R1.

Closed out

18 25-05-'12

39+807 (RHS)

Box Culvert-40/2,



per Revised Drawing No.


Closed

out

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

41/2,


Structure is constructed as per Revised Drawing No.

MRIPL/SC/LSD/40+906,

Rev No. R1.

Closed

out

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.

Closed

out

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.

Closed out

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

support

11-09-`12 Rectification done. Closed

out

23 15-06-'12

26+188

Bhogeshwari

Bridge

Abutment A2-3rd Lift.(RFI

No.-2819) 11-07-'13


ultrasonic test conducted.

Results found acceptable.

Closed

out

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.

Closed

out

25 22-06-'12

21+200 to 21+890

Diversion

(RHS)

Diversion Plan not concurred and No Sign

Board Provided.

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

DBM Works without

Removal of Electric Pole Ch. 80+040 (RHS) Main

Carriageway.

27 22-06-'12

79+990 to 80+150 (RHS)

& 80+220 to

80+285

DBM Mix not Conforming to

Concurred JMF. 02-08-`12

Core sample collected and retested. Found

acceptable.

Closed

out

28 16-07-'12 44+194

Nigade bridge

Concreting was carried out

With excavator and Chute


NCR No

Date Chainage

&

Side



Status

A2 Raft. 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.

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

Closed

out

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.

Closed out

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.

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.

Closed

out

33 23-01-'13 68+988

Minor Bridge

Highway alignment &

structure alignment not matching

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.

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.

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.

Closed

out

37 20-02-'13

69+140 (RHS)

Minor Bridge

Slab

SANGAM steel is used for

reinforcement of deck slab

without source approval.

38 21-02-'13 57+533

Box Culvert

The vertical main bars and

slab main reinforcement

SUN - TMX Un - approved steel used.

39 02-04-‘13

80+850 to 80+890

(Fresh Kerb

Casting) and

Casting of Kerb after cutting already laid DBM

resulting in gap between

Kerb and DBM.


NCR No

Date Chainage

&

Side



Status

80+890 to

81+140 (Old Laid Kerb) -

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.

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.

Closed

out

41 17-04-‘13

24+550 to

24+730 (RHS)

DBM levels checked and

found beyond permissible limits.

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.

Closed out

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.

Closed out

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.

Closed out

45 01-04-'13 52+335

Slab Culvert

Slab culvert is widened on

RHS side with pipe culvert.

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


ultra sonic test conducted

and found acceptable.

Closed

out

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


NCR No

Date Chainage

&

Side



Status

in the entire stretch has

not been made fully on LHS and RHS widening

towards, existing road.

48 03-05-'13 25+330 to

25+900 (RHS)

Diversion plan not submitted to IE for

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.

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.

Closed

out

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).

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)

Closed

out

52 16-05-'13 39+030 (RHS)


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

inspection note no-17.

16-05-‘14 Approach slab cast (RFI No. 55010 dt. 12-02-2014)

Closed out

53 16-05-'13 39+133 (RHS)

Approach slab not laid as 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



Closed out

54 16-05-'13 40+564 (RHS) Approach slab not laid as 16-05-‘14 Approach slab cast (RFI Closed


NCR No

Date Chainage

&

Side



Status

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


No. 52175 dt. 01-09-2013) out

55 16-05-'13 40+750

(RHS)



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. 52106 dt. 24-08-2013 & 52152 dt. 29-08-2013)

Closed

out

56 16-05-'13 40+906

Box Culvert



R1. It was already intimated wide Letter No.

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



Closed out

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.

Closed

out

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

Non - removal of tree

stump located at the left edge of existing road is

safety hazard.

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.

Closed

out

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.

Closed

out

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.

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.

63 15-06-'13 77+900 (RHS)

DBM Surface Totally

damaged (new construction).

64 15-06-'13 78+180 to 78+460

(RHS)

DBM Surface Totally damaged (new

construction).


NCR No

Date Chainage

&

Side



Status

65 15-06-'13 80+650 (LHS) DBM Overlaid surface

totally damaged.

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.

Closed

out

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.

Closed out

68 18-06-'13 41+110 to

41+120 (RHS)

Patches on DBM Surface on

new carriageway. 07-06-‘14


surface completely

removed and new DBM layer laid.

Closed

out

69 18-06-'13 40+210 to

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

07-06-‘14


surface completely removed and new DBM

layer laid.

Closed out

70 19-06-'13 2+400

(LHS)

Damage of DBM Edges due

to Non Construction of

Proper earthen Shoulders to left hand Carriageway.

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.

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.

73 19-06-'13

2+400 (RHS)

and 2+780

(LHS)

DBM Settlement in the full

width of New Carriageway.

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.

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.

76 18-07-'13 81+606

Vave Bridge

Highway alignment and bridge alignment appears

to be not matching.

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.

78 19-07-'13 15+480

Kharpada

Pile foundation work is

carried out without


NCR No

Date Chainage

&

Side



Status

Bridge 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.

79 22-07-'13 57+976

Patansai

The centerline of highway and bridge structure not

matching. Center line of alignment not checked.

80 22-07-'13 62+348

Local Nallah

The centerline of highway

and bridge structure not matching. Center line of

alignment not checked.

81 22-07-'13 69+140 Local

Nallah



82 23-07-'13

77+804

Bhuwan Bridge




83 23-07-'13 52+089

Nidi Bridge



84 23-07-'13 63+300

Local Nallah




85 23-07-'13 84+488

Indapur Side


matching.

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

drawing.

Closed

out

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

reinforcement are bent.

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

without source approval.

21-12-‘13

Source approval of steel

SAIL TMT EQR accorded as per Letter no. PIP/IE/

SPITPL/2013/1849

dt. 21-12-’13.

Closed out

88 07-08-'13 Pali Plant

“VAISHNAVI PRIME” steel

is used for reinforcement

of friction slab and crash barrier without source

approval.

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

Closed

out


NCR No

Date Chainage

&

Side



Status

use.

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.

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.

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.

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.

94 27-08-'13

26+188

Bhogeshwari Bridge

(RHS)

Structure cracks formed at

the girder no. G4 (P5-A2) span near A2 side bearing.

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.

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

Closed

out

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.

Closed

out

98 31-08-‘13

Wadkhal

Flyover J2

outer girder

Prestressing girder is failed

during second pre-

stressing. Cones have gone

02-05-‘14

Wadkhal Flyover damaged

girder J2 (Casting dt. 30-

05-’13) is discarded and

Closed

out


NCR No

Date Chainage

&

Side



Status

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.

will not be put in use.

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

Closed

out

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.

Closed

out

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.

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.

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

structure.

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.

Closed out

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.

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


NCR No

Date Chainage

&

Side



Status

Agreement and concurred

drawing.

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.

Closed out

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

Closed

out

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.

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.

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.

Closed

out

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.

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).


NCR No

Date Chainage

&

Side



Status

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.

114 30-01-‘14

38+800 to 41+600 (LHS)

and 22+700 to 22+900

(RHS)

Pneumatic Tyred Roller (PTR) has not been used

for DBM compaction as per approved method

statement.

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.

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.

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.

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.

Closed

out

119 01-03-‘14 66+808 (RHS)

PCC and foundation is carried out without

establishing/ confirming safe bearing capacity of

foundation strata.

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.

Closed out

121 21-04-‘14

69+200 to

69+340 (RHS) & 69+800 to

69+900

Bituminous Concrete laid without constructing kerb.


NCR No

Date Chainage

&

Side



Status

(RHS).

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.

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.

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.

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 doing the initial and routine

pile load tests.

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.

Closed

out

127 21-04-‘14 70+227

Bituminous Concrete is laid on culvert slab and

approach slab without

laying mastic asphalt.

128 21-04-‘14 69+849

Bituminous Concrete is laid

on culvert slab and approach slab without

laying mastic asphalt.

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.


NCR No

Date Chainage

&

Side



Status

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.

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.

132 21-04-‘14 26+188

Bhogeshwari

bridge (RHS)

Unapproved VAISHNAV 500 PRIME steel is used for

reinforcement.

133 21-04-‘14

30+930

VUP Raft (RHS)

Unapproved SUN TMX and

VAISHNAV 500 PRIME steel is used for reinforcement.

134 21-04-‘14

28+535

ROB R/w (LHS)

Unapproved SUN TMX and

VAISHNAV 500 PRIME steel is used for reinforcement.

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.

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.

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

MoRTH specifications. Entry/Exit are not smooth.

138 13-05-‘14

Diversion at

Ch.59+900 to 61+260

Diversion plan not

submitted for IE’s concurrence. Diversion


MoRTH specifications. Entry/Exit are not smooth.


NCR No

Date Chainage

&

Side



Status

139

Diversion at Ch. 69+200

to 71+990.

Diversion plan not

submitted for IE’s concurrence. Diversion


MoRTH specifications.

Entry/Exit are not smooth.

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.

141 26-05-‘14 46+500

(LHS).

Shoulder not constructed

and no Safety Barrier provided.

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.

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.

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.

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.


NCR No

Date Chainage

&

Side



Status

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.

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.

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.

150 02-07-‘14 0+990 to

1+500

Road work carried out not

as per concurred plan, profile and cross section

drawings.

151 02-07-‘14 17+600 to

18+400

Road work carried out not as per concurred plan,

profile and cross section drawings.

152 03-07-‘14 55+640 to

55+950

Road work carried out not

as per concurred plan, profile and cross section

drawings.

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.

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.


NCR No

Date Chainage

&

Side



Status

155 19-07-‘14

Development

of many Potholes/distr

ess 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.

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.

157 22-08-‘14

Slab Culvert

Ch. 78+167

(LHS)

No safety barrier provided (in spite of several

reminders) and shoulder not constructed.

158 23-08-‘14

Deck Slab Reinforcemen

t 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.

159 23-08-‘14

Box Culvert at

Ch. 39+133

(LHS)

No safety barrier provided (in spite of several

reminders) and shoulder not constructed.

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.

161 23-08-‘14

Development

of Many potholes/patc

hes 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.

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.


NCR No

Date Chainage

&

Side



Status

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)

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

(RHS).

(8) 48+200 to 48+600

(LHS).

165 24-09-‘14

Badly



locations:

(1) 52+240 to 52+590

(RHS).

(2) 53+210 to 53+240

(RHS).

(3) 54+930 to 60+060

(RHS).


NCR No

Date Chainage

&

Side



Status

(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).

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).

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).

168

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.


Table 4.2. 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




































Inspection Note No Date





Table 4.3. Details of Audit Reports

Table 4.4 Details of Tests Carried Out (Nos)*

Material Test Reference Up to Last

Month*

During the

Month* Cumulative*

Earthwork in

Embankment

(a) Sand Content IS:2720

(Part-4)

(b) Liquid Limit Test IS:2720

(Part-5)

(c ) Plasticity Test IS:2720

(Part-5)

(d) Lab. Density test IS:2720

(Part-8)

(f) Moisture content test IS:2720

(Part-2)

(g) Field Density by sand

replacement method

IS:2720

(Part-28)

Subgrade

(a) Sand Content IS:2720

(Part-4)


(Part-5)

(c) Plasticity Test IS:2720

(Part-5)

(d) Lab. Dry Density IS:2720

(Part-8)

(f) Moisture content test IS:2720

(Part-2)

(g) CBR Test IS:2720

(Part-16)

(h) Field Density by sand

replacement method

IS:2720

(Part-28)

Granular

Subbase

(a) Gradation IS 2386

(Part-1)


Sl. No Audit Report No Date of Audit

1 Audit Report No-1 13-12-2012

2 Audit Report No-2 14-12-2012



Month*

During the

Month* Cumulative*

(Part-5)

(c) Plasticity Test IS:2720

(Part-5)

(d) Moisture content Prior to

compaction

IS: 2720

( Part-2)

(e) Deleterious Content test. IS: 2720

( Part-2)

(f) CBR test IS:2720

(Part-16)

(g)Density of compacted layer IS:2720

(Part-28)

(h) Water absorption IS: 2386

( part-3)

(i) 10% Fines BS:812

(Part-III)

Wet Mix

Macadam

(Crushed

Stone

Aggregates)

(a) Gradation IS 2386

(Part-1)

(b) Aggregate Impact value IS:2386

(Part-4)

(c) Water Absorption IS: 2386

( part-3)

(d) Flakiness and Elongation

Index

IS: 2386

(Part-1)

(e) Liquid Limit Test IS:2720

(Part-5)

(f) Plasticity Test IS:2720

(Part-5)

(g ) Field Density by sand

replace method

IS:2720

(Part-28)

Ordinary

Portland

Cement

(a) Fineness

(b) Initial Setting time

(c) Final Setting time

(d) Compressive Strength

3 Days

7 Days

28 Days

(e) Chemical Requirements

Coarse

Aggregates

(a) Gradation Individual & All

in One Agg.

IS:383 and

MORT&H

Table1000-1

(b) Water absorption IS:2386

(Part3)

(c) Specific gravity IS:2386

(Part3)

(d)Los Angeles abrasion value IS:2386

(Part4)

(e) Aggregate Impact value



Month*

During the

Month* Cumulative*

(f) Flakiness and Elongation

Index

IS:2386

(Part-1)

(g) Soundness IS:2386

(Part5)

(h)Alkali-aggregate reactivity IS:2386

(Part7)

Fine

Aggregates

(a) Gradation

IS:383 and

MORT&H

Table 1000-

1

(b) Water absorption IS:2386

(Part3)

(c) Specific gravity IS:2386

(Part3)

(d) Fineness Modulus

Section

1008 of

MORT&H

Water

Chemical

Tests

(a) Organic matter

(b) Inorganic matter

(c) Sulphates(as So4)

(d) Suspended matter

(e) Chlorides(as Cl)

(f) pH Value

Admixtures

(a) Dry material content

(b) Ash content

(c) Relative Density

(d) Chloride ion content

(e) pH value

Concrete

(a)Compressive/ Flexural

Strength

Section 900

and Section

1700 of

MORT&H

IS:516

For M-10 Grade 7 Days

28 Days


28 Days


28 Days


28 Days


28 Days


28 Days

For M-40 Grade (Str.) 7 Days



Month*

During the

Month* Cumulative*

28 Days

For M-20 Grade Kerb 7 Days

28 Days

For M-35 Kharpada 7 Days

28 Days

For M-40 Kharpada 7 Days

28 Days

For M-45 Girder 7 Days

28 Days

For PQC 7 Days

28 Days

For DLC

Reinforcing

Steel

(a) Chemical Analysis IS:1786-

1985

IS:1608-

1972

IS:226-1975

IS:1599-

1974

IS:2770

(Part 1)-

1967

% of Carbon

% of Sulphur

% of Phosphorus

(b) Nominal Mass

(c) 0.2%Proof Stress

(d) Tensile Strength

(e) Elongation%

(g) Bend Test

(h) Rebend Test

NP4 class

precast

1000mm dia

pipe

Physical test IS: 458

NP4 class

precast

1200mm dia

pipe

Physical test

Prime Coat

(Bituminous

Emulsion)

(a) Quality of Binder IS:8887 &

MORT&H

CI.502

(b) Binder Temperature for

application

(c) Rate of Application

Track Coat

(Bituminous

Emulsion)

(a) Quality of Binder IS:8887 &

MORT&H

CI.503

(b) Binder Temperature for

application

(c) Rate of Application

Dense

Bituminous

Macadam

(a) Quality of Binder IS:73

(b) Aggregate Impact Value IS:2386

(Part-4)

(c) Los Angeles Abrasion test


Index

IS:2386

(Part-1)

(e) Stripping Value IS:6241 and



Month*

During the

Month* Cumulative*

AASTHO-

T182

(f) Water Absorption of

Aggregated

(g) Soundness I670S:2386

(Part-5)

(h) Grading MORT&H Tables

500.9 MORT&H

(i) Bitumen Content %

(j) Density of Compacted layer

% by 100mm Dia core

(k) Temperature for Laying

(l) Stability of Mix ASTM D

1559 and As

per

MORT&H

Tables 500-

11

(m) Flow of Mix

(n) Water sensitivity of Mix

Bituminous

Concrete

(a) Quality of binder IS:73

(b) Aggregate Impact value IS:2386

(Part-4)

(c) Los Angeles Abrasion test


Index

IS:2386

(Part-1)

(e) Stripping value

IS: 6241

and

AASTHO T-

182

(f) Water Absorption of

Aggregates

(g) Soundness IS:2386

(Part-5)

(h) Grading MORT&H Table

500.9 MORT&H

(i) Bitumen Content %

(j) Density of Compacted layer

% by 100mmDia core

(k) Temperature for Laying

(l) Stability of Mix ASTM D

1559 and

As per

(m) Flow of Mix



Month*

During the

Month* Cumulative*

MORT&H

Table 500-

11

(n) Water Sensitivity of mix

* Details not provided by the Concessionaire in spite of several reminders.


5.0 TRAFFIC & SAFETY

5.1 Safety Issues at Site

(1) 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.

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

clearances as per IRC-SP-55.

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

Jackets, etc.

(4) 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.

(5) The Concessionaire have been advised to comply the deficiencies observed in

the traffic safety measures taken.

5.2 Accident data

The accident data is given in Appendix-I.

5.3 Traffic Diversion

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.

5.4 Maintenance of Existing Highway

Concessionaire is being advised to maintain the existing highway to traffic-worthy

condition. Site Inspection notes / letters are issued to Concessionaire in this regard.

Many potholes / patches were observed on the Project Highway. Further, advices

were given to the Concessionaire to maintain the hand rail of structures, vents of

structures etc. Also, But, The Concessionaire is not maintaining the Project highway

properly in spite of several reminders.

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 ISSUES

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

Table 6.1 Details of Change of Scope Proposals

Sl.

No

Description of Change of

Scope

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+700 to 4+800 and 5+700 to 5+800.

(+) 9.32 Sufficient land available for diversion of Nallah. Accordingly, Change of Scope is not admissible.

3

Nallah diversion through box

culvert at Ch. 4+900 to 4+993

(+) 4.22 Clarifications are yet to be submitted by Concessionaire. Change of Scope is pending at NHAI HQ.

4 Mitigation Measures in

Karnala Bird Sanctuary Area. (+) 55.88

NHAI has approved in principle. Concessionaire was

advised to submit detailed proposal. However, NBWL’s clearance not yet obtained.

5

Retaining wall at Ch. 16+720

to 16+870 (LHS & 23+430 to 23+480 (LHS)

(+) 1.31 In both the stretches the ROW available is 60m. Hence

Change of Scope is not admissible.

6

Shifting the location of Jite

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

0.00 NHAI has approved this Change of Scope with no

Financial implication

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

(+) 2.39

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.

8 Deletion of pipe culvert at

Ch. 22+798 - Concessionaire is advised to submit clarifications.

9 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.

10 Underpasses in Pen City (+) 8.38 Approved in principle by NHAI.

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

(+) 17.44 Recommended to NHAI. Clarifications also sent to NHAI. Pending with NHAI.

12 Wadkhal Bypass by changing

ROB to RUB (+) 20.63

Concessionaire is advised to construct ROB as per

provisions of Concession Agreement.

13 Increase in length of

Wadkhal Bypass by 805m (+) 0.81 Approved in principle by NHAI.

14 Reconstruction of Damaged Slab culvert at Ch 39+030 &

39+133

(+) 0.324 Change of scope not admissible as it comes under

rehabilitation.

15 Increase in Span for Structure at Ch. 38+336 and

Ch. 43+133

(+) 0.8267 Change of Scope proposal recommended to NHAI. Clarifications submitted to NHAI. Pending with NHAI,

HQ.

16

Additional VUP on both ends

of Amba Bridge. (Pali

Junction at Ch. 58+660 and Roha/ Alibaug Junction at

(+) 28.62 NHAI has rejected the proposal and advised

Concessionaire to proceed as per Concession Agreement.


Sl. No

Description of Change of Scope

Appr. Cost Implication

(Rs. Crores)

Status

Ch. 58+960)

17 Additional Culverts at various locations

(+) 2.52 Approved in principle by NHAI.

18

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

19 Concrete pavement below RUB at Ch. 56+560

(Nagothane)

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

20 Increase in Length of Service

Road (+) 5.17

Recommended to NHAI. Clarifications submitted to

NHAI. Pending with NHAI, RO.

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.

Concession Agreement, Clause-13.4, Specify that ”Without prejudice to the provision

of Clause 12.4.2 if the Concessionaire does not achieve any of Project Milestone or

the Independent Engineer shall have reasonably determined that the rate of Progress

of Construction works is such that Four-Laning is not likely to be achieved by the

Scheduled Four-laning date, it shall notify the Concessionaire to this effect, and the

Concessionaire shall, within 15 (fifteen) days of such notice, by a communication

inform the Independent Engineer in reasonable detail about the steps it proposes to

take to expedite Progress and the period within which it shall achieve the Project

Completion Date”.

Concession Agreement Clause-12.4.2 Specify that “The Concessionaire shall construct

the Project Highway in accordance with the Project completion Schedule set forth in

Schedule-G. In the invent that the Concessionaire fails to achieve any Project

Milestone within the period of 90 (Ninety) days from the date set forth for such

Milestone in Schedule-G, unless such failure has occurred due to force Majeure or for

reasons solely attributable to the Authority, it shall pay Damages to the Authority in a

Sum calculated at the rate of 0.1% (zero point of one per cent) of the amount of

Performance Security for delay of each day until such Milestones is achieved;

provided that if any or all project milestone or the scheduled four-Laning Date are


extended in accordance with the provisions of this Agreement, the date set forth in

Schedule-G shall be deemed to be modified accordingly and the Provisions of this

Agreement shall apply as if schedule-G has been amended as above; provided further

that in the event Project Completion Date is achieved on or before the scheduled

Four- Laning, date the Damage paid under this Clause- 12.4.2 shall be refunded by

the Authority to the Concessionaire, but without any interest thereon. For the

avoidance of doubt, it is agreed that recovery of Damage under this Clause-12.4.2

shall be without prejudice to the right of the Authority under this Agreement

including the right of Termination thereof.”

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). Accordingly, Independent Engineer has recommended the Extension of

Time upto 03-05-2013, based on following conditions to be agreed by

Concessionaire.

(a) Concessionaire will not be eligible for any extension of Concession Period on

account of extension of Milestone No-1.

(b) Concessionaire will complete the Milestone No-1 by 03-05-2013 (135 days from

scheduled Milestone No-1 date).

(c) No damages for delay in handing over of land/approval of estimate for utility

shifting/Force Majeure during the period upto extended period of Milestone No-1

(that is upto 03-05-2013) will be claimed as the Extension of Time (EOT)

granted is mutually agreeable to the Concessionaire.

(d) The additional machineries and manpower as promised will be mobilized

immediately.

(e) Further scheduled completion milestone dates including final completion will not

get extended due to extension of Milestone No-1 as provided in schedule ‘G’ of

the Concession Agreement.

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. However, the

Extension of Time (EOT) for Milestone no-1 is still not approved by NHAI.


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 catch up programme for

Project completion submitted by Concessionaire, they have indicated that they will

achieve Milestone-II by October 2015 considering complete land made available

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. Concessionaire has indicated that they will achieve Milestone-II by

October 2015 considering complete land made available. Independent Engineer

critically analysed various aspects of the issues and recommended Extension of Time

(EOT) upto 31-03-2016 subjected to following conditions to be undertaken by

Concessionaire:

(a) Concessionaire will not be eligible for any extension of Concession Period on

account of extension of Four Laning.

(b) Concessionaire will complete the Four Laning by 31-03-2016.

(c) No damages for delay in handing over of land/approval of estimate for utility

shifting/Force Majeure during the period upto extended period of four laning

(that is upto 31-03-2016) will be claimed as the Extension of Time (EOT)

granted is mutually agreeable to the Concessionaire.

(d) The additional machineries and manpower as promised will be mobilised

immediately.

6.3 Land Acquisition issue between Balganga Major Bridge (Ch. 20+144) and

Balivali Minor Bridge (Ch. 20+754):

As per Concession Agreement, Vol-II, Schedule-B, Appendix B1, page no-41A, two

lane new bridge for Balganga river at Ch 20+144 has to be constructed on RHS and


as per Appendix B2, page no-41B, two-lane new bridge has to be constructed on LHS

for Balivali river at Ch. 20+754. Balganga bridge is in advanced stage of construction

and Balivali bridge has almost completed. The land acquisition is done on the right

side between the above two bridges and thus the highway portion between two

bridges cannot be constructed.

6.4 Public Demand for Flyover at Kolad:

President of Sangrash Samiti kolad Division, on behalf of the villagers of Varasgaon,

Ambewadi and Kolad submitted representation vide letter dated 14-10-2013 to Shri.

Sushil Kumar Shinde, the Hon’ble Home Minister during that time, demanding for

construction of flyover from Km 72 to Km 74 of NH-17. Hon’ble Home Minister vide

his D.O letter dated 21-10-2013 addressed to Hon’ble Minister of Road Transport and

Highways during that time, has forwarded the representation for favorable

consideration, highlighting concerns expressed by the villagers and difficulties in

commuting local offices, banks, Railways Station, Hospital etc. In absence of flyover

on the stretch of 72 Km to 74 Km and a VUP as planned will not solve the problem

due to heavy traffic on this stretch. The site was inspected on 06-12-2013 by CGM,

RO Maharashtra, PD, Concessionaire representative, IE & Local public.

Later on following options were analsyed:

(1) Option-I- Flyover [From Ch. 73+500 (Just after Godi Bridge) to 75+180 (After

Pune road Junction)] deleting both underpasses.

(2) Option-II- Mini Flyover at Ch. 73+760 (Roha Junction) with 15m+30m+15m

span arrangement and without deleting VUP at Ch. 74+780 (Pune road).

(3) Option-III - Deletion of Both Underpasses and constructed highways at grade.

(4) Option-IV - Kolad Bypass.

(5) Option-V- Flyover [From Ch. 73+400 (Just after Godi Bridge) to 74+500(Before

Pune road Junction)] deleting both underpasses.

(6) Option-VI- At Roha Junction (73+760) the Cross Road from Roha Will go below

the NH-17 (Which will be At-grade) with necessary ramps.

Independent Engineer suggested to adopt Option-V- [(Flyover from Ch. 73+400

(Just after Godi Bridge) to 74+500 (Before Pune road Junction) deleting both

underpasses]. The local public also has agreed to this suggested solution. As there is

no further demand by public, it was informed that Concessionaire can proceed with

the provisions of Concession Agreement without any charges.


6.5 Un-approved Steel in use:

Conditional Source approval for steel from M/s Shree Vaishnav Alloys Pvt. Ltd was

concurred on 01-05-’12 based on the condition that the challans for billets (from

main and major producers) and Manufacturer Test Certificate (MTC) will be

submitted. Meanwhile NHAI informed that the steel shall be procured from main and

major producers only as per IRC: SP: 84-2009 which are SAIL, IRNL, TATA, ESSAR,

ISPAT, JSW Steel Ltd and JSL. No re- rolled steel shall be permitted in NHAI works.

In some of the minor bridges, Concessionaire has used Sangam TMT, SUN TMT etc.

also which were notified to the Concessionaire through various NCR’s, Site Inspection

Reports, letters etc. Concessionaire was strictly advised to use steel produced from

main and major producers only as per NHAI’s circulars. The source approval for M/s

Shree Vaishanav Alloys Pvt. Ltd. was withdrawn with affect from 25-07-’13. Even

after withdrawing concurrence, Concessionaire has been using un-approved steel in

many structures. Engineer has issued letter to Concessionaire warning them that IE

will be constrained to initiate necessary punitive action as per the provisions of

Concession Agreement without any further notice.

6.6 Non construction of Exit/Entry Ramps for Service Road:

Due to non-availability of additional land for constructing the entry/exit ramps for

service road as stipulated in IRC:SP:84-2010, it was proposed to construct tapers at

such locations. NHAI has made queries on this proposal and Concessionaire is yet to

comply with the queries including the approximate cost implication. The issue is

pending with Concessionaire.


7.0 CRITICAL ISSUES AND RECOMMENDATIONS

(1) Land Acquisition: As per the Concession Agreement, the NHAI shall make best

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

Right of Way to the Concessionaire in respect of all land included in the Appendix.

NHAI may speed up further land acquisition process.

(2) Slow Progress of RE Wall Works: Though Concessionaire has recently initiated

the RE wall works, progress is very slow. This will be critical activity on the Project.

Concessionaire should immediately pursue this matter.

(3) Non-Removal of Encumbrances : NHAI has issued notice under section 26 of the

Control of National Highways (Land and Traffic) Act, 2002 to unauthorized occupants

in some of the villages. Police support is sought. Encroachments are removed in

Kollad, Pui, Khamb, Varas gaon villages. However, some buildings in other villages

are yet to be removed for want of payment, valuation etc.

(4) Non-Relocation of CIDCO water Pipeline: Non-relocation of CIDCO water

pipeline is affecting the works for approximately 5.08 Km length of the Project.

(5) Eco-Sensitive Zone / Forest Land: Approval of Forest land except Ch. 0+000 to

20+100 issued by NHAI vide letter No. NHAI/ PIU/ PANVEL/ PI/ SPITPL/ Forest/

2013/ 1201 dt.23-08-’13. The approval for the forest land between Ch. 0+000 to

20+100 is still pending. This portion comes under Eco-sensitive zone.

(6) Progress of Structure Works: The progress of structures (especially, major

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

progress of structures.

(7) Pavement Distress at many Locations: During the rainy seasons of year 2013

and 2014, the newly laid DBM and BC has distressed at many locations. Many

pothole/patch were observed. The Concessionaire was advised to remove such

distressed layer fully to appreciable length and relay with new materials. Also,

Concessionaire is advised to investigate in details on such recurring problems and

submit detailed report. Independent Engineer has insisted Concessionaire to follow

good engineering practices during pavement construction. It has been reminded

many times the importance of constructing kerb before taking up bituminous works,

use of PTR for DBM layer, constructing median drain and chutes, proper drainage

arrangements during construction, temperature control etc.


8.0 PROJECT PHOTOGRAPHS

Photo - 01 PCC at Ch. 47+580 Median Drain. Photo - 02: Maintenance works at 52+240 to 52+480 (RHS).

Photo - 03: Concreting of VUP deck slab at Ch.

27+755.

Photo - 04: Work In Progress for Slab at Ch

Ch.66+808 (LHS).


Appendix-A

Comments on Concessionaire’s Monthly Progress Report

Concessionaire’s has not yet submitted the Progress Report for the month September ‘2014.


Appendix-B

Weather

Date

Section-I Section-II

Temperature (◦C) Rainfall

(mm)

Temperature (◦C) Rainfall

(mm) Minimum Maximum Minimum Maximum

26-08-‘14 26.5 32.7 110 26.2 32.9 26

27-08-‘14 25.4 34.2 30 26.5 32.0 42

28-08-‘14 26.5 35.1 24 26.1 32.2 13

29-08-‘14 26.1 35.0 - 25.6 31.6 25

30-08-‘14 25.7 34.6 12 25.0 30.8 60

31-08-‘14 26.2 33.7 - 25.2 30.9 99

01-09-‘14 25.0 27.7 148 24.9 30.1 68

02-09-‘14 24.7 28.1 110 24.6 29.7 45

03-09-‘14 25.4 28.9 27 24.5 29.9 24

04-09-‘14 26.0 29.4 34 24.6 30.1 41

05-09-‘14 24.4 30.5 126 24.0 29.4 45

06-09-‘14 25.3 29.7 51 24.8 28.7 73

07-09-‘14 25.6 30.2 12 24.4 29.4 06

08-09-‘14 26.0 28.2 14 25.0 30.1 10

09-09-‘14 25.9 30.9 39 25.1 30.4 11

10-09-‘14 25.5 31.4 8 25.4 30.8 24

11-09-‘14 25.5 32.0 39 25.6 29.9 31

12-09-‘14 25.6 33.0 - 25.5 29.6 5

13-09-‘14 26.1 32.8 - 25.8 30.0 6

14-09-‘14 25.6 33.4 - 25.1 29.5 8

15-09-‘14 24.7 33.0 - 25.5 29.9 -

16-09-‘14 25.1 33.2 - 25.1 30.4 -

17-09-‘14 25.5 33.4 - 25.0 31.0 -

18-09-‘14 25.9 34.1 - 25.4 30.8 -

19-09-‘14 25.4 29.7 - 25.2 31.3 3

20-09-‘14 25.6 31.4 - 25.4 31.5 9

21-09-‘14 25.2 32.0 - 25.7 31.4 12

22-09-‘14 24.9 33.1 - 25.5 31.6 2

23-09-‘14 24.9 33.2 - 24.8 31.5 -

24-09-‘14 25.0 33.5 - 25.0 31.8 -

25-09-‘14 25.6 33.0 - 26.0 32.4 -


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)

Nil.


Appendix-E

Four-Laning of Panvel-Indapur Section of NH-17 (Package No: NHDP-III/DL4/05)

Site Inspection Note No -40

Inspection Note

No.

: 40

Date :

3

30-09-2014

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

: Consulting Engineering Services (India) Pvt. Ltd.

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)

Sl.

No Chainage/

Location Description of Problem Photo

40.1 Various Locations

At many places potholes/

patches are found. Many of

them are on newly laid

DBM/BC. Highway to be

maintained properly and

made in traffic-worthy

condition on war-footing


Sl.

No Chainage/


basis.

40.2 23+100

The deep cutting is very near

to the carriageway where

traffic is plying. The safety

arrangement provided is not

sufficient. Proper safety

arrangement has to be done.

40.3 Bhogeshwari Bridge

at Ch. 26+188

Sufficient land is available for

construction of A1 return

wall on Panvel side.

However, land is not

available for construction of

approach on Panvel side.

The finishing work such as

handrail, mastic asphalt, etc.

are not yet been completed.

This is critical issue as the

existing bridge on LHS is in

dilapidated condition.


Sl.

No Chainage/


40.4 VUP at Ch. 27+755

It has been observed that

concreting is already

completed on slab at Ch.

27+775 where NCR was

already issued and not

closed out.


Appendix-F

Letters from NHAI to Independent Engineer

Sl

No Date Letter No. Subject

1 02-09-'14 NHAI/PIU/Panvel/IE/COS/2014/898 Change of Scope for increase in span for structures at km. 38.336 and

km 43.133.

2 02-09-'14 NHAI/PIU/Panvel/P-I/NH-17/COS/2014/1026 COS proposal for VUP at Hamrapur Phata at Ch. 23.460.

3 02-09-'14 NHAI/PIU/PANVEL/PI/Gen./2014/1033 Repair/Maintenance.

4 02-09-'14 NHAI/PIU/PNVL/P-I/IE/2013/1035 Development of pot holes/patches in newly laid DBM/BC.

5 02-09-'14 NHAI/PIU/PANVEL/PI/SPITPL/2014/1042 Non Submission of Monthly Progress Report of July '14-Reminder No.2.

7 02-09-'14 NHAI/PIU/PI/PANVEL/SPITPL/2014/1053 Royalty.

8 06-09-'14 NHAI/PIU/PNVL/P-I/NH-17/2014/1072 Maintenance of Highway.

9 06-09-'14 NHAI/PIU/Panvel/PI/safety/2014/1074 Submission of report on Construction Stage Audit (5th Quarter) and Work

Zone Safety Audit (4th Quarter).

10 06-09-'14 NHAI/PIU/Panvel/PI/IE/2014/1079 Proposal for construction within available ROW at specified location.

11 06-09-'14 NHAI/PIU/PANVEL/PI/LA/2014/1080 Land Acquisition Issue.

12 10-09-'14 NHAI/PIU/PNVL/P-I/NH-17/COS/2014/1084 Change of Scope for increase in span for structure at km. 38.336 km.

43.133.

13 10-09-'14 NHAI/PIU/Panvel/P-I/NH-17/COS/2014/1087 Change of Scope proposal for diversion of Nallah at various locations

between Ch. 4.900 to Ch. 4.993 (RHS).

14 10-09-'14 NHAI/PIU/PANVEL/PI/SPITPL/2014/1100 Panchnama for village kandale.

15 10-09-'14 NHAI/PIU/PNVL/P-I/NH-17/2014/1117 Maintenance of highway.

16 12-09-'14 NHAI/PIU/PNVl/P-I/ NH-17/2014/1140 Appointment of Additional Auditors.

17 12-09-'14 NHAI/PIU/PNVL/P-I/IE/2014/1138 Extension of Time.

18 13-09-'14 NHAI/PIU/Panvel/P-I/NH-17/Elec./2014/1151 Observance of Model Code of Conduct.


19 13-09-'14 NHAI/RO/MAH/PNVL/NH-17/COS/2014/-15/1330 Change of Scope for Increase in span for structures at km. 38.336 and

km. 43.133.

20 15-09-'14 NHAI/PIU/Panvel/PI/IE/COS/2014/1010 Negative Change of Scope Deletion of Pipe culverts at Km. 22.798.

21 15-09-'14 NHAI/PIU/Panvel/PI/IE/NOC/2014/1093 Proposal for N.A. of Survey No. 226/B/1 & S. No. 22/4, 24/3, 24/4, 24/5

and 24/6 village Shirdhon and Chinchwan, Tal Panvel.

22 15-09-'14 NHAI/PIU/PANVEL/PI/SPITPL/2014/1108 Panchnama for Village Wadkhal, Kashmirvadi, Tal Pen.

23 15-09-'14 NHAI/PIU-PANVEL/P-I/GEN/2014/1118 Representation.

24 15-09-'14 NHAI/PIU/Panvel/PI/ROB/2014/1119 Kharpada & Pen ROB for information and necessary action.

25 15-09-'14 NHAI/PIU/PANVEL/SPITPL/2014/1126 Observation on Monthly Progress Report of May'14.

26 15-09-'14 NHAI/PIU/Panvel/PI/2014/1129 Proposal for Modified Cross Section.

27 15-09-'14 NHAI/PIU/Panvel/PI/IE/2014/1133 Development of Potholes/Patches in newly Laid BC.

28 15-09-'14 NHAI/PIU/Panvel/PI/IE/2014/1134 Design and drawing for retaining wall of 7m height for Hamrapur VUP at

Km. 23.460.

29 15-09-'14 NHAI/PIU/Panvel/PI/IE/COS/2014/1137 COS proposal for VUP at Hamrapur Phata at Ch. 23.460.

30 15-09-'14 NHAI/PIU/PNVL/P-I/NH-17/2014/1139 Divisional Engineering Telecom, Microwave Project Mumbai.

31 15-09-'14 NHAI/PIU-PANVEL/P-I/GEN/2014/1144 Representation.

32 16-09-'14 NHAI/PIU/PANVEL/PI/SPITPL/2014/1161 LA Status.

33 16-09-'14 NHAI/PIU/PANVEL/P-I/SALT PAN LAND/2014/1164 Transfer of Salt Pan Land to NHAI- Government of India.

34 19-09-'14 NHAI/PIU/PANVEL/P-I/IE/2014/1185 Site Status & other issues.

35 20-09-'14 NHAI/PIU/Panvel/PI/IE/2014/1189 Construction of Bhogeswari major Bridge @ Ch. 26.188- Non availability

of land for construction of A1 return wall and approaches, RHS.

36 15-09-'14 NHAI/RO/MAH/PIUs/RTI/2014/1321 Application of Shri J.P. Rathees, Haryana received under RTI Act.2005.

37 22-09-'14 NHAI/PIU/panvel/P-I/NH-17/Elec./2014/1177 Observance of Model Code of Conduct.

38 23-09-'14 No.90001/1/2014/BOT projects BOT project implemented by NHAI.

39 24-09-'14 NHAI/PIU/Panvel/PI/IE/NOC/2014/1219 Proposal for N.A. Survey No. 11/3,4,5 Village Chinchavan, Tal. Panvel.

40 24-09-'14 NHAI/PIU/PANVEL/PI/SPITPL/2014/1196 Non submission of Monthly Progress report of August '14.

41 27-09-'14 NHAI/PIU/Panvel/P-I/NH-17/COS/2014/1236 Wadkhal Bypass from ROB to ROB.


42 27-09-'14 NHAI/PIU-PANVEL/P-I/GEN/2014/1215 Widening of existing 2 lane road to 4/6 lane divided carriageway

configuration for Panvel.

43 27-09-'14 NHAI/PIU-PANVEL/P-I/2014/1233 Maintenance.

44 27-09-'14 NHAI/PIU/PANVEL/P-I/maintenance/2014/1234 Maintenance.


Appendix-G Letters from Concessionaire to Independent Engineer

Sl

No Date Letter No. Subject

1 01-09-'14 SPITPL/P-IE/2014-15/3206 Closing of NCR No. 137,138,139.

2 01-09-'14 SPITPL/P-IE/2014-15/3207 Closing of NCR No. 115.

3 16-09-'14 SPITPL/P-IE/2014-15/3234 Extension of Time Application-1.

4 18-09-'14 SPITPL/P-NHAI/2014-15/3231 Construction of Bhogeswari Major Bridge at Ch. 26.188 - Non availability of land for construction

of A1 return wall and approaches, RHS.

5 18-09-'14 SPITPL/P-NHAI/2014-15/3232 Site Status and other issues.

6 18-09-'14 SPITPL/P-IE/2014-15/3233 Submission of Monthly Progress Report for July & August-2014.

7 22-09-'14 SPITPL/P-NHAI/2013-14/3235 Maintenance of the Project Highway.

8 30-09-'14 SPITPL/P-NHAI/2014-15/3196 Construction of Bhogeshwari Major Bridge at Ch. 26.188- Non Availability of land for

construction of approaches, RHS.


Appendix-H

Letters Issued by Independent Engineer

Sl

No Date Letter No. To Subject

1 01-09-'14 PIP/IE/NHAI/2014/2595 NHAI Invoice No - PIP/33 (August ’14).

2 01-09-'14 PIP/IE/NHAI/2014/2596 NHAI Site Status Report No- 43 as on 31-08-’14.

3 01-09-'14 PIP/IE/SPITPL/2014/2597 Concessionaire Drainage Problem to Vave and Dolvi.

4 01-09-'14 PIP/IE/SPITPL/2014/2598 Concessionaire Safety Audit Report on (Construction Stage (4th Quarter) by M/s CRAPHTS

Consultants Pvt. Ltd.

5 01-09-'14 PIP/IE/SPITPL/2014/2599 Concessionaire Representation from Mr. Vikram Patel at Ch. 6+189.

6 02-09-'14 PIP/IE/SPITPL/2014/2600 Concessionaire Non- Submission of Monthly Progress Report of July’14-Reminder No-3.

7 02-09-'14 PIP/IE/SPITPL/2014/2601 Concessionaire Exit/Entry Ramps for Service Road-Compliances-Reminder No-2.

8 02-09-'14 PIP/IE/SPITPL/2014/2602 Concessionaire Safety and Quality Issues-Reminder No-5.

9 02-09-'14 PIP/IE/SPITPL/2014/2603 Concessionaire Audited Financial Statements-Reminder No-2.

10 02-09-'14 PIP/IE/SPITPL/2014/2604 Concessionaire Detailed Quantities For Change of Scope For Palaspe Flyover- Comments-Reminder

No- 2.

11 02-09-'14 PIP/IE/SPITPL/2014/2605 Concessionaire Compliances to Site Inspection Notes No- 01 to 37-Comments-Rreminder No- 2.

12 02-09-'14 PIP/IE/SPITPL/2014/2606 Concessionaire Median Drain And Separator Drain Design and Drawings-Reminder No-7.

13 02-09-'14 PIP/IE/SPITPL/2014/2607 Concessionaire Minor junction at Ch. 42+500.

14 02-09-'14 PIP/IE/SPITPL/2013/2608 Concessionaire Submission of Actual Designed Cross Sections-Reminder No-4.

15 02-09-'14 PIP/IE/SPITPL/2014/2609 Concessionaire Various Highways Related Design Issues- Reminder No-13.

16 02-09-'14 PIP/IE/SPITPL/2014/2610 Concessionaire Revised Drawings for Pen city area Considering the Change of Scope For

Underpasses-Reminder No-1.

17 04-09-'14 PIP/IE/NHAI/2014/2611 NHAI Change of Scope Proposal for Increase In Span For Structures at Ch. 38+336 and

Ch. 43+133-Comments.

18 04-09-'14 GM (Tach) & Project Director NHAI Maintenance Work.


Sl


PIU Panvel.

19 05-09-'14 PIP/IE/SPITPL/2014/2612 Concessionaire Structural Design and Drawings of Toll Plaza at Ch. 66+775.

20 05-09-'14 PIP/IE/SPITPL/2014/2613 Concessionaire Maintenance of Highway.

21 05-09-'14 PIP/IE/NHAI/2014/2614 NHAI Updating of Project Monitoring System Data and uploading Data For Project Specific

Website.

22 05-09-'14 PIP/IE/NHAI/2014/2615 NHAI Delegation of Charges During Team Leader’s Absence.

23 05-09-'14 PIP/IE/SPITPL/2014/2616 Concessionaire Distress in DBM Layers at Various Locations.

24 05-09-'14 PIP/IE/SPITPL/2014/2617 Concessionaire NCR No-137, 138 & 139 - Non Closure.

25 05-09-'14 PIP/IE/SPITPL/2014/2618 Concessionaire Royalty.

26 05-09-'14 PIP/IE/SPITPL/2014/2619 Concessionaire Design and Drawing of Minor Bridge at Uchede Nallah Ch. 30+555-Comments.

27 12-09-'14 PIP/IE/NHAI/2014/2620 NHAI Site Status and Other Issues-Comments.

28 12-09-'14 PIP/IE/SPITPL/2014/2621 Concessionaire Site Inspection No-040 and Progress Review Meeting.

29 13-09-'14 PIP/IE/SPITPL/2014/2622 Concessionaire Change of Scope Proposal For Diversion of Nallah at Ch. 4+900 to 4+993 (RHS)-

Comments- Reminder No-2.

30 13-09-'14 PIP/IE/SPITPL/2014/2623 Concessionaire Proposal for Constructing Within Available ROW at Specified Locations-Comments.

31 13-09-'14 PIP/IE/NHAI/2014/2624 NHAI Change of Scope Proposal for Increase In Span For Structures at Ch. 38+336 and

Ch. 43+133-Comments.

32 13-09-'14 PIP/IE/NHAI/2014/2625 NHAI Development of Potholes/Patches on the Newly Laid DBM/BC.

33 13-09-'14 PIP/IE/SPITPL/2014/2626 Concessionaire Non- Submission of Monthly Progress Report of August ’14.

34 13-09-'14 PIP/IE/NHAI/2014/2627 NHAI Monthly Progress Report No-31 (August ‘14).

35 16-09-'14 PIP/IE/NHAI/2014/2628 NHAI Leave Absence of Resident cum Highway Engineer Mr. R.P. Sharma.

36 16-09-'14 PIP/IE/NHAI/2014/2629 NHAI Leave Absence of Asst. Quality cum Material Engineer Mr. Sanjay Maharana.

37 17-09-'14 PIP/IE/NHAI/2014/2630 NHAI

Proposal for N.A. Permission of Survey No. 226/B/1 & S. No. 22/4, 24/3, 24/4, 24/5

and 24/6 at Village - Shirdhon and Chinchwan, Tal. Panvel, Dist. Raigad on NH -17

at Ch. 6+140 to 6+177 (RHS).


Sl


38 17-09-'14 PIP/IE/SPITPL/2014/2631 Concessionaire Deletion of Pipe Culvert at Km 22+798- Possible Negative Change of Scope -

Comments

39 19-09-'14 PIP/IE/SPITPL/2014/2632 Concessionaire Change of Scope Proposal For Vehicular Underpass at Hamarapur Phata at Ch.

23+460.

40 19-09-'14 PIP/IE/SPITPL/2014/2633 Concessionaire Non-Maintenance of Highway.

41 19-09-'14 PIP/IE/NHAI/2014/2634 NHAI Draft Reply for Query under RTI.

42 19-09-'14 PIP/IE/SPITPL/2014/2635 Concessionaire Observance of Model Code of Conduct

43 20-09-'14 PIP/IE/SPITPL/2014/2636 Concessionaire NCR No-115 - Retaining Wall at Ch. 45+751 (LHS)-Non Closure.

44 20-09-'14 PIP/IE/NHAI/2014/2637 NHAI Design and Drawing for Retaining Wall of 7.0 m Height (Above G.L.) for Hamrapur

VUP at Ch. 23+460.

45 20-09-'14 PIP/IE/NHAI/2014/2638 NHAI Permission For Access to the Retail Outlet on G. No. 253, 254 of Village - Varasgaon,

Tal. Roha, Dist. Raigad on NH -17-Comments.

46 22-09-'14 PIP/IE/SPITPL/2014/2639 Concessionaire Slow Progress of Structures.

47 23-09-'14 PIP/IE/SPITPL/2014/2640 Concessionaire NCR No-162-Pali Concrete Batching Plant at Ch. 66+545 to 66+ 599 (RHS)- PQC

M(40).

48 23-09-'14 PIP/IE/NHAI/2014/2641 NHAI Permission For Access to the Retail Outlet on S. No. 81/4 (P) of Village - Kharkoleti,

Tal. Pen, Dist. Raigad on NH -17-Comments.

49 23-09-'14 PIP/IE/NHAI/2014/2642 NHAI Permission For Access to the Retail Outlet on S. No. 205A of Village - Shirdhon, Tal.

Panvel, Dist. Raigad on NH -17-Comments.

50 23-09-'14 PIP/IE/SPITPL/2014/2643 Concessionaire Monthly Progress Report For July and August ’14-Comments.

51 23-09-'14 PIP/IE/NHAI/2014/2644 NHAI Development of Potholes/Patches on the Newly Laid DBM/BC-Investigation Through

Govt. Agency.

52 23-09-'14 PIP/IE/NHAI/2014/2645 NHAI BOT Projects Implemented by NHAI.

53 23-09-'14 PIP/IE/SPITPL/2014/2646 Concessionaire Maintenance of Project Highway-Major Issue.

54 24-09-'14 PIP/IE/SPITPL/2014/2647 Concessionaire Safety Issue.


Sl


55 24-09-'14 PIP/IE/SPITPL/2014/2648 Concessionaire NCR No-163- Badly Distressed DBM Locations.





60 25-09-'14 PIP/IE/SPITPL/2014/2653 Concessionaire Bhogeshwari Major Bridge at Ch. 26+188- Availability of Land.

61 25-09-'14 PIP/IE/SPITPL/2014/2654 Concessionaire Maintenance of Project Highway-Major Issue-Reminder No-10.

62 25-09-'14 PIP/IE/SPITPL/2014/2655 Concessionaire Quality Issues.

63 25-09-'14 PIP/IE/NHAI/2014/2656 NHAI Leave Absence of Survey Engineer Mr. Suresh Kumar. K.

64 25-09-'14 PIP/IE/NHAI/2014/2657 NHAI Leave Absence of Bridge Engineer Mr. Nagaraja Rao.

65 26-09-'14 PIP/IE/NHAI/2014/2658 NHAI Leave Absence of Sr. Quality Cum Material Expert Mr. M. V. K. Appa.

66 26-09-'14 PIP/IE/NHAI/2014/2659 NHAI Proposal for NOC for N.A. Permission of Survey No. 11/3, 11/4, 11/5 at Village -

Chinchvan, Tal. Panvel, Dist. Raigad on NH -17 at Km 5+927 to Km 5+930 (RHS).

67 27-09-'14 PIP/IE/SPITPL/2014/2660 Concessionaire Concreting of VUP at Ch. 27+755.

68 27-09-'14 PIP/IE/NHAI/2014/2661 NHAI Extension of Time For Scheduled Four Laning Date (Project Completion) -

Comments.

69 29-09-'14 PIP/IE/SPITPL/2014/2662 Concessionaire NCR No-168- Box Culvert Retaining Wall at Ch. 51+690 (LHS).

70 29-09-'14 PIP/IE/NHAI/2014/2663 NHAI Claim for Maintenance Works by Concessionaire-Comments.


Appendix-I

1. Stretch Panvel to Indapur Accident Data & Observations *

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 : September-2014

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

Natur

e of

Accid

ent

Classific

ation

of

Acciden

t

Causes

Road

Feature

s

Road

Condit

ion

Intersectio

n

Type &

Control

Weather

Condition

Fata

l

Grievou

s Minor

Non-

Injured

'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

*Concessionaire has not submitted the accident data.


The Accident data reported since May ’12 shows that frequent accidents are occurring at following locations:

Sl. No. Chainage (km) Village

1 37 + 500 Gadab

2 56 + 320 Nagothane

3 62 + 500 Sukheli

4 68 + 180 Khamb

Independent Road Safety Consultants (M/s CRAPHTS Consultants Pvt. Ltd.) has identified

the following locations as black spots:

(1) Nagothane (Ch. 54+000)

(2) Sukheli Khind (Ch. 65+000)


Appendix-J

Highway - Progress


Appendix-K

Structures - Progress


`

Work Completed Till End of Last Month

P-1 P-3P-12 P-13 P-14 P-15 P-16 P-17P-2 P-4 P-5 P-6

P-8 P-9 P-10 P-11

P-7

Wadhkal Flyover at ch-33+860 LHS (Indapur bound)

P-6 P-17 P-18P-14 P-15 P-16 P-19P-7P-5P-4 P-12 P-13

Progress during this month

A-1 P-1 P-2 P-3

Wadhkal Flyover at ch-33+860 RHS (Indapur bound)

P-18 P-19P-8 P-9 P-10 P-11A-1


`

`

P-39P-35 P-36 P-38P-22 P-23 P-24 P-25 P-26 P-37P-33 A-2

Wadhkal Flyover at ch-33+860 LHS (Indapur bound)

Wadhkal Flyover at ch-33+860 RHS (Panvel bound)

P-27 P-28 P-29 P-30 P-31 P-32P-20 P-21 P-34

P-30 P-31 P-39 A-2P-33 P-34 P-35 P-36 P-37 P-38P-32P-20 P-21 P-22 P-23 P-24 P-25 P-26 P-27 P-28 P-29

Progress during this month Total no of Girders : 304 Nos

No. of Girder cast till end of last month : 14 No

Total no of Girders : 304 Nos

No. of Girder Erected till end of last month : 0 No

No. of Girder Erected during this month : 0NosNo. of Girder cast during this month : 0NosWork Completed Till End of Last

Month

cc c c c c c c c c

c c c c c c c c c c


`

No. of Girder cast till end of last month :24 Nos No. of Girder Erected till end of last month :8 Nos

Progress during this month Total no of Girders : 91 Nos

No. of Girder cast during this month : 0 NosWork Completed Till End of Last Month

A-1P-16 P-17P-11

Major Bridge at Ch. 15+879 (Kharpada)P-3

P-10 P-12 P-13 P-14 P-15 P-19 P-20 P-21 P-22 P-23


P-24 A-25P-18

No. of Girder Erected during this month : 8 Nos

P-5P-4

P-6 P-7 P-8 P-9

P-2P-1


No. of Girder cast till end of last month : 16Nos (Casting Completed)Progress during this month

Major Bridge at Ch. 20+144 (Balganga)-RHS



No. of Girder Erected till end of last month :8 Nos


A1P1 P2 P3

A2


`

A-1 P-1 P-2 P-3

P-4 P-5 P-6

A-2

Major bridge at Ch. 26+188 (Bhogeshwari)-RHS-New Construction

No. of Girder cast till end of last month : 28Nos (Casting Completed)Progress during this month

No. of Girder Erected till end of last month :28 Nos (Erection Completed)Work Completed Till End of Last Month



Major bridge at Ch. 26+188 (Bhogeshwari)-LHS-Existing Bridge Reconstruction





Total No. of Girder : 24 No.Progress during this month


Major bridge at Ch. 44+195 (Nigade)-RHS

No. of Girder cast ti l l end of last month : 11 Nos

No. of Girder cast during this month : 2



P-2 P-4

A-2A-1 P-1 P-3 P-5


P-1 P-4

Major bridge at Ch. 58+928 (Amba)-LHS

A-1 P-2 P-3 A-2


Total No. of Girder : 40 No.

No. of Girder cast till end of last month : 16 Nos

No. of Girder cast during this month : 1 Nos.

A-1 P-2 P-3 A-2P-1 P-4



Major bridge at Ch. 58+928 (Amba)-RHS





P-9

Major bridge at ch. 72+936 (Kundlika)-RHS

P-5 P-6 P-7 P-8


P-10

A-2

P-11A-1

P-1 P-2 P-3 P-4


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-2

A1Minor Bridge at Ch. 9+363-LHS

A2P-1


A-2A1

Minor Bridge at Ch. 9+363-RHS



Minor Bridge at Ch. 20+754 (Balivali) -LHS

A2A1P1 P2 P3

A-1 P-2 A-2P-1

Minor Bridge at Ch. 29+728 (LHS)

A2

Minor Bridge at Ch. 30+557 (Uchede)-RHS

P-1



A-2A1


Minor Bridge at Ch. 52+155 (Nidhi)-RHS

A1 P1 P2 P3 A2

A2P-1 A-2A1

Minor Bridge at Ch. 57+997 (Patansai)-RHS

A2A- 2A-1


A2



A- 2A-1 Minor Bridge at Ch. 59+861 (Godsai)-RHS


62+01

`

A2

Minor Bridge at Ch. 62+345-(RHS) A- 2A-1

A2


A2P-1 A-2A1

Minor Bridge at Ch. 64+249-(RHS)

A2

Minor Bridge at Ch. 66+808(LHS)




A2

Minor Bridge at Ch. 66+808(RHS)

A2Minor Bridge at Ch. 67+099 (LHS)A-1 A- 2

A2A1 A-2


A2



P-1 A-2A1



A2


A2A- 2A-1 Minor Bridge at Ch. 69+140-(RHS)

A-1 P-2 A-2P-1

Minor Bridge at Ch. 72+255-(LHS)

A-2P-1P-3

P-4



A-1 P-2



Minor Bridge at Ch. 77+804 (BHUVAN)-(RHS)

A1 P1 A2


A-1 A-2P-2P-1

A2

Minor Bridge at Ch. 83+920(LHS)

A- 2A-1


A2

Minor Bridge at Ch. 83+920(RHS)

A- 2A-1

P-2 A-2P-1A-1


Minor Bridge at Ch. 84+488 (INDAPUR)-(RHS)

A-1 P-1 P-2


A-2


Appendix-L

Status of Vehicular Underpasses

Vehicular Underpass (VUP) at Ch. 5+000 - Chinchvan

RHSLHS

Vehicular Underpass (VUP) at Ch. 23+460 LHS RHS

Vehicular Underpass (VUP) at Ch. 25+873 (LHS) - Khopoli



Vehicular Underpass (VUP) at Ch. 27+155 - Pen(Converted to VUP)

LHS RHS


LHS RHSVehicular Underpass (VUP) at Ch. 27+760 - PEN

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. 33+670 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


LHS RHS


Vehicular Underpass (VUP) at Ch. 74+780 - Kolad (SH-60)(Additional As Per CA)


PEN ROBPEN ROB APPROACH RETAINING WALL

(LHS)

A-1 P-2P-1 P-3 P-4 A-2

`


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 i

Work Completed Till End of Last Month Progress during this Month

Status Of Slab Culverts/Box Culverts

Sl.

No

Ch

ain

ag

e (

As

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+185

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 LHS

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

Date post:	07-Apr-2018
Category:	Documents
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