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NATIONAL HIGHWAYS AUTHORITY OF INDIA
(MINISTRY OF ROAD TRANSPORT & HIGHWAYS)
GOVERNMENT OF INDIA
Four - Laning of Panvel - Indapur Section
Of NH-17 (Presently, NH-66) From Km 0.000 to 84.000 In The State Of Maharashtra
(Package No: NHDP - III/DL4/05)
Monthly Progress Report No - 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
Panvel - Indapur MPR No-32 September ‘14 Page 2
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
Panvel - Indapur MPR No-32 September ‘14 Page 3
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.
Panvel - Indapur MPR No-32 September ‘14 Page 4
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.
Panvel - Indapur MPR No-32 September ‘14 Page 5
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.
Panvel - Indapur MPR No-32 September ‘14 Page 6
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.
Panvel - Indapur MPR No-32 September ‘14 Page 7
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.
Panvel - Indapur MPR No-32 September ‘14 Page 8
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
Panvel - Indapur MPR No-32 September ‘14 Page 9
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
(2 lane) New Construction on RHS side.
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
(2 lane) New Construction on RHS side.
Panvel - Indapur MPR No-32 September ‘14 Page 11
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
(2 lane) New Construction on RHS side.
8 59+335 59+396 Canal
Crossing RCC Solid Slab 1 span x 10.70 8.50
Widening with repair and
rehabilitation. 10.70
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
extended by RCC solid slab on both
sides
2 spans x 3.70 12.00 Repair and rehabilitation. 7.40 12.00
(2 lane)
New Construction on
LHS side.
12 64+187 64+249 Canal
Crossing RCC Solid Slab 2 spans x 7.25 8.30
Widening with repair and
rehabilitation. 14.50
12.00
(2 lane)
New Construction on
RHS side.
Panvel - Indapur MPR No-32 September ‘14 Page 12
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
Widening with repair and
rehabilitation. 18.90
27.50
(4 lane)
Concentric widening
of existing bridge.
16 68+927 68+988 Local Nallah
CR Masonry arch
extended by RCC solid slab on both
sides
4 spans x 3.20 12.00 Repair and rehabilitation. 12.80 12.00
(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
(2 lane) New Construction on RHS side.
20 77+744 77+804 Bhuvan
Nallah
CR Masonry arch
extended by RCC
solid slab on both side
5 spans x 3.10 11.90 Repair and rehabilitation. 15.50 12.00
(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
Widening with repair and
rehabilitation. 6.40
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.
Panvel - Indapur MPR No-32 September ‘14 Page 13
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.
Panvel - Indapur MPR No-32 September ‘14 Page 14
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:
Panvel - Indapur MPR No-32 September ‘14 Page 15
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
Panvel - Indapur MPR No-32 September ‘14 Page 16
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
Panvel - Indapur MPR No-32 September ‘14 Page 17
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
Panvel - Indapur MPR No-32 September ‘14 Page 18
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
As per CA As per Design
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
Panvel - Indapur MPR No-32 September ‘14 Page 19
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
As per CA As per Design
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
Panvel - Indapur MPR No-32 September ‘14 Page 20
Sl.
No.
Chainage Km
Typ
e o
f
Cro
ssin
g
Destination
Details
As per CA As per Design
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
Panvel - Indapur MPR No-32 September ‘14 Page 21
Sl.
No.
Chainage Km
Typ
e o
f
Cro
ssin
g
Destination
Details
As per CA As per Design
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
Panvel - Indapur MPR No-32 September ‘14 Page 22
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
17 32+940 Mid block opening 2010
18 35+880 Ispat factory Y junction 2940
19 38+590 Mid block opening 2710
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
36 76+900 Mid block opening 2120
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
Panvel - Indapur MPR No-32 September ‘14 Page 23
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
Panvel - Indapur MPR No-32 September ‘14 Page 26
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
Panvel - Indapur MPR No-32 September ‘14 Page 27
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
Panvel - Indapur MPR No-32 September ‘14 Page 28
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: iepanvel@gmail.com.
Independent Engineer’s Organisation Chart is given in Figure 2.2.
Panvel - Indapur MPR No-32 September ‘14 Page 29
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
Panvel - Indapur MPR No-32 September ‘14 Page 30
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
Panvel - Indapur MPR No-32 September ‘14 Page 31
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
Panvel - Indapur MPR No-32 September ‘14 Page 32
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
Panvel - Indapur MPR No-32 September ‘14 Page 33
* 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
NHAI Issued Letter No. NHAI/PIU/
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
NHAI Issued Letter No. NHAI/PIU/ PANVEL/P-I/Tree Cutting/2012/1757 dt.
17-12-’12 for the tree cutting permission & disposal.
48+730 63+910 8.13 901 1,538
NHAI Issued Letter No. NHAI/PIU/
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
NHAI Issued Letter No. NHAI/PIU/ PANVEL/P-I/Tree Cutting/2012/1757 dt.
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.
29-08-’12 for the tree cutting permission & disposal.
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
Panvel - Indapur MPR No-32 September ‘14 Page 34
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
Panvel - Indapur MPR No-32 September ‘14 Page 35
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.
Panvel - Indapur MPR No-32 September ‘14 Page 36
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
Panvel - Indapur MPR No-32 September ‘14 Page 37
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
Panvel - Indapur MPR No-32 September ‘14 Page 38
*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
Panvel - Indapur MPR No-32 September ‘14 Page 39
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 %
Panvel - Indapur MPR No-32 September ‘14 Page 40
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 %
Panvel - Indapur MPR No-32 September ‘14 Page 41
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 %
Panvel - Indapur MPR No-32 September ‘14 Page 42
Cumulative Physical Progress (%)
34.78%
65.22%
Achieved Balance
Cumulative Financial Progress (%)
35.24%
64.76%
Achieved Balance
Panvel - Indapur MPR No-32 September ‘14 Page 43
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%
)
Panvel - Indapur MPR No-32 September ‘14 Page 44
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 (%)
Panvel - Indapur MPR No-32 September ‘14 Page 45
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%
)
Panvel - Indapur MPR No-32 September ‘14 Page 46
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)
Panvel - Indapur MPR No-32 September ‘14 Page 47
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)
SBC of foundation not
determined 27-07-'12
Safe Bearing Capacity assessed and details
submitted.
Closed
out
6 21-04-'12
26+188
(Bhogeshwari
Major Bridge)
SBC of foundation not
determined 27-07-'12
Safe Bearing Capacity
assessed and details
submitted.
Closed
out
7 21-04-'12 52+155 (Nidi
Minor bridge)
SBC of foundation not
determined 27-07-'12
Safe Bearing Capacity
assessed and details submitted.
Closed
out
8 21-04-'12
72+936
(Kundlika Major bridge)
SBC of foundation not
determined 27-07-'12
Safe Bearing Capacity
assessed and details submitted.
Closed
out
9 21-04-'12
77+804
(Bhuvan Minor bridge)
SBC of foundation not
determined 27-07-'12
Safe Bearing Capacity
assessed and details submitted.
Closed
out
10 21-04-'12
81+600
(Wave Minor bridge)
SBC of foundation not determined
27-07-'12
Safe Bearing Capacity
assessed and details submitted.
Closed out
11 21-04-'12
84+488
(Indapur Major bridge)
SBC of foundation not determined
27-07-'12
Safe Bearing Capacity
assessed and details submitted.
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
Panvel - Indapur MPR No-32 September'14 Page 49
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
per Revised Drawing No. MRIPL/SC/LSD/39+030,
Rev No. R1.
Closed out
16 25-05-'12
39+133 (RHS)
Box Culvert-39/3,
Length less by 400mm 11-09-`12
Structure is constructed as
per Revised Drawing No.
MRIPL/SC/LSD/39+133, Rev No. R1.
Closed
out
17 25-05-'12 39+562 (RHS) Box Culvert-
40/1,
Length less by 500mm 11-09-`12
Structure is constructed as
per Revised Drawing No. MRIPL/SC/LSD/39+640,
Rev No. R1.
Closed out
18 25-05-'12
39+807 (RHS)
Box Culvert-40/2,
Length less by 500mm 11-09-`12
Structure is constructed as
per Revised Drawing No.
MRIPL/SC/LSD/39+807, Rev No. R1.
Closed
out
19 25-05-'12 40+906 (RHS) Box Culvert-
41/2,
Length less by 506mm 11-09-`12
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
Rebound hammer test &
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
Panvel - Indapur MPR No-32 September'14 Page 50
NCR No
Date Chainage
&
Side
Description Rectifications Proposed on
Details of Rectifications Done
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.
Panvel - Indapur MPR No-32 September'14 Page 51
NCR No
Date Chainage
&
Side
Description Rectifications Proposed on
Details of Rectifications Done
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
Rebound hammer test &
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
Panvel - Indapur MPR No-32 September'14 Page 52
NCR No
Date Chainage
&
Side
Description Rectifications Proposed on
Details of Rectifications Done
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)
Approach slab not laid as
per drawing no. MRIPL/SC/LSD/ 39+030
R1. It was already intimated earlier Letter No.
PIP/ IE/SPITPL/2013 /0908 dt. - 30-01-’13 and
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
inspection note no-17.
16-05-‘14 Approach slab cast (RFI No. 55076 dt. 17-04-2014)
Closed out
54 16-05-'13 40+564 (RHS) Approach slab not laid as 16-05-‘14 Approach slab cast (RFI Closed
Panvel - Indapur MPR No-32 September'14 Page 53
NCR No
Date Chainage
&
Side
Description Rectifications Proposed on
Details of Rectifications Done
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
inspection note no-17.
No. 52175 dt. 01-09-2013) out
55 16-05-'13 40+750
(RHS)
Approach slab not laid as
per drawing no. MRIPL/SC/LSD/ 40+750
R1. It was already
intimated wide Letter No. PIP/IE/SPITPL/2013/
0908 dt. 30-01-’13 and 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
Approach slab not laid as
per drawing no. MRIPL/SC/LSD/ 40+906
R1. It was already intimated wide Letter No.
PIP/IE/SPITPL/2013/ 0908 dt. 30-01-’13 and
inspection note no-17.
16-05-‘14 Approach slab cast (RFI No. 52104 dt. 25-08-2013)
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).
Panvel - Indapur MPR No-32 September'14 Page 54
NCR No
Date Chainage
&
Side
Description Rectifications Proposed on
Details of Rectifications Done
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
Existing damaged DBM
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
Existing damaged DBM
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
Panvel - Indapur MPR No-32 September'14 Page 55
NCR No
Date Chainage
&
Side
Description Rectifications Proposed on
Details of Rectifications Done
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
The centerline of highway and bridge structure not
matching. Center line of alignment not checked.
82 23-07-'13
77+804
Bhuwan Bridge
The centerline of highway
and bridge structure not matching. Center line of
alignment not checked.
83 23-07-'13 52+089
Nidi Bridge
The centerline of highway and bridge structure not
matching. Center line of alignment not checked.
84 23-07-'13 63+300
Local Nallah
The centerline of highway
and bridge structure not matching. Center line of
alignment not checked.
85 23-07-'13 84+488
Indapur Side
The centerline of highway and bridge structure not
matching.
13-05-‘14 Works are carried out as per revised plan and profile
drawing.
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
Panvel - Indapur MPR No-32 September'14 Page 56
NCR No
Date Chainage
&
Side
Description Rectifications Proposed on
Details of Rectifications Done
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
Panvel - Indapur MPR No-32 September'14 Page 57
NCR No
Date Chainage
&
Side
Description Rectifications Proposed on
Details of Rectifications Done
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
The centerline of highway
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
Panvel - Indapur MPR No-32 September'14 Page 58
NCR No
Date Chainage
&
Side
Description Rectifications Proposed on
Details of Rectifications Done
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).
Panvel - Indapur MPR No-32 September'14 Page 59
NCR No
Date Chainage
&
Side
Description Rectifications Proposed on
Details of Rectifications Done
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.
Panvel - Indapur MPR No-32 September'14 Page 60
NCR No
Date Chainage
&
Side
Description Rectifications Proposed on
Details of Rectifications Done
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.
Panvel - Indapur MPR No-32 September'14 Page 61
NCR No
Date Chainage
&
Side
Description Rectifications Proposed on
Details of Rectifications Done
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
made at site is not as per IRC:SP:55 & Clause-112 of
MoRTH specifications. Entry/Exit are not smooth.
Panvel - Indapur MPR No-32 September'14 Page 62
NCR No
Date Chainage
&
Side
Description Rectifications Proposed on
Details of Rectifications Done
Status
139
Diversion at Ch. 69+200
to 71+990.
Diversion plan not
submitted for IE’s concurrence. Diversion
made at site is not as per IRC:SP:55 & Clause-112 of
MoRTH specifications.
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.
Panvel - Indapur MPR No-32 September'14 Page 63
NCR No
Date Chainage
&
Side
Description Rectifications Proposed on
Details of Rectifications Done
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.
Panvel - Indapur MPR No-32 September'14 Page 64
NCR No
Date Chainage
&
Side
Description Rectifications Proposed on
Details of Rectifications Done
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.
Panvel - Indapur MPR No-32 September'14 Page 65
NCR No
Date Chainage
&
Side
Description Rectifications Proposed on
Details of Rectifications Done
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
Badly Distressed DBM
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
Distressed DBM locations
Badly Distressed DBM
locations:
(1) 52+240 to 52+590
(RHS).
(2) 53+210 to 53+240
(RHS).
(3) 54+930 to 60+060
(RHS).
Panvel - Indapur MPR No-32 September'14 Page 66
NCR No
Date Chainage
&
Side
Description Rectifications Proposed on
Details of Rectifications Done
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
Distressed DBM locations
Badly Distressed DBM
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
Distressed DBM locations
Badly Distressed DBM
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.
Panvel - Indapur MPR No-32 September'14 Page 67
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
Site Inspection No-3 29-03-2012
Site Inspection No-4 20-04-2012
Site Inspection No-5 30-05-2012
Site Inspection No-6 11-06-2012
Site Inspection No-7 23-06-2012
Site Inspection No-8 28-08-2012
Site Inspection No-9 22-10-2012
Site Inspection No-10 07-11-2012
Site Inspection No-11 03-12-2012
Site Inspection No-12 20-12-2012
Site Inspection No-13 04-01-2013
Site Inspection No-14 16-01-2013
Site Inspection No-15 31-01-2013
Site Inspection No-16 13-02-2013
Site Inspection No-17 26-02-2013
Site Inspection No-18 15-03-2013
Site Inspection No-19 26-03-2013
Site Inspection No-20 12-04-2013
Site Inspection No-21 29-04-2013
Site Inspection No-22 27-05-2013
Site Inspection No-23 15-06-2013
Site Inspection No-24 17-07-2013
Site Inspection No-25 23-08-2013
Site Inspection No-26 26-09-2013
Site Inspection No-27 28-10-2013
Site Inspection No-28 28-11-2013
Site Inspection No-29 31-12-2013
Site Inspection No-30 15-01-2014
Site Inspection No-31 19-02-2014
Site Inspection No-32 19-03-2014
Site Inspection No-33 10-04-2014
Site Inspection No-34 22-04-2014
Site Inspection No-35 08-05-2014
Site Inspection No-36 22-05-2014
Panvel - Indapur MPR No-32 September'14 Page 68
Inspection Note No Date
Site Inspection No-37 13-06-2014
Site Inspection No-38 16-07-2014
Site Inspection No-39 08-08-2014
Site Inspection No-40 30-09-2014
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)
(b) Liquid Limit Test IS:2720
(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)
(b) Liquid Limit Test IS:2720
Sl. No Audit Report No Date of Audit
1 Audit Report No-1 13-12-2012
2 Audit Report No-2 14-12-2012
Panvel - Indapur MPR No-32 September'14 Page 69
Material Test Reference Up to Last
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
Panvel - Indapur MPR No-32 September'14 Page 70
Material Test Reference Up to Last
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
For M-15 Grade 7 Days
28 Days
For M-20 Grade 7 Days
28 Days
For M-25 Grade 7 Days
28 Days
For M-30 Grade 7 Days
28 Days
For M-35 Grade 7 Days
28 Days
For M-40 Grade (Str.) 7 Days
Panvel - Indapur MPR No-32 September'14 Page 71
Material Test Reference Up to Last
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
(d) Flakiness and Elongation
Index
IS:2386
(Part-1)
(e) Stripping Value IS:6241 and
Panvel - Indapur MPR No-32 September'14 Page 72
Material Test Reference Up to Last
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
(d) Flakiness and Elongation
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
Panvel - Indapur MPR No-32 September'14 Page 73
Material Test Reference Up to Last
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.
Panvel - Indapur MPR No-32 September'14 Page 74
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
Panvel - Indapur MPR No-32 September'14 Page 75
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.”
Panvel - Indapur MPR No-32 September'14 Page 76
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.
Panvel - Indapur MPR No-32 September'14 Page 77
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
Panvel - Indapur MPR No-32 September'14 Page 78
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.
Panvel - Indapur MPR No-32 September'14 Page 79
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
Panvel - Indapur MPR No-32 September'14 Page 80
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.
Panvel - Indapur MPR No-32 September'14 Page 81
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.
Panvel - Indapur MPR No-32 September'14 Page 82
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.
Panvel - Indapur MPR No-32 September'14 Page 83
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).
Panvel - Indapur MPR No-32 September'14 Page 84
Appendix-A
Comments on Concessionaire’s Monthly Progress Report
Concessionaire’s has not yet submitted the Progress Report for the month September ‘2014.
Panvel - Indapur MPR No-32 September'14 Page 85
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 -
Panvel - Indapur MPR No-32 September'14 Page 87
Appendix-D
Minutes of Monthly Progress Review Meeting
Four-Laning of Panvel-Indapur Section of NH-17 (Package No : NHDP-
III/DL4/05)
Nil.
Panvel - Indapur MPR No-32 September'14 Page 88
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
Panvel - Indapur MPR No-32 September'14 Page 89
Sl.
No Chainage/
Location Description of Problem Photo
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.
Panvel - Indapur MPR No-32 September'14 Page 90
Sl.
No Chainage/
Location Description of Problem Photo
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.
Panvel - Indapur MPR No-32 September ‘14 Page 91
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.
Panvel - Indapur MPR No-32 September ‘14 Page 92
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.
Panvel - Indapur MPR No-32 September ‘14 Page 93
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.
Panvel - Indapur MPR No-32 September ‘14 Page 94
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.
Panvel - Indapur MPR No-32 September ‘14 Page 95
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.
Panvel - Indapur MPR No-32 September ‘14 Page 96
Sl
No Date Letter No. To Subject
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).
Panvel - Indapur MPR No-32 September ‘14 Page 97
Sl
No Date Letter No. To Subject
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.
Panvel - Indapur MPR No-32 September ‘14 Page 98
Sl
No Date Letter No. To Subject
55 24-09-'14 PIP/IE/SPITPL/2014/2648 Concessionaire NCR No-163- Badly Distressed DBM Locations.
56 24-09-'14 PIP/IE/SPITPL/2014/2649 Concessionaire NCR No-164- Badly Distressed DBM Locations.
57 24-09-'14 PIP/IE/SPITPL/2014/2650 Concessionaire NCR No-165- Badly Distressed DBM Locations.
58 24-09-'14 PIP/IE/SPITPL/2014/2651 Concessionaire NCR No-166- Badly Distressed DBM Locations.
59 24-09-'14 PIP/IE/SPITPL/2014/2652 Concessionaire NCR No-167- 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.
Panvel - Indapur MPR No-32 September ‘14 Page 99
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.
Panvel - Indapur MPR No-32 September ‘14 Page 100
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)
Panvel - Indapur MPR No-32 September ‘14 Page 103
`
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
Panvel - Indapur MPR No-32 September ‘14 Page 104
`
`
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
Panvel - Indapur MPR No-32 September ‘14 Page 105
`
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
Total no of Girders : 91 Nos
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
Panvel - Indapur MPR No-32 September ‘14 Page 106
No. of Girder cast till end of last month : 16Nos (Casting Completed)Progress during this month
Major Bridge at Ch. 20+144 (Balganga)-RHS
Work Completed Till End of Last Month
Total no of Girders : 16 Nos
No. of Girder Erected till end of last month :8 Nos
No. of Girder Erected during this month : 8 Nos
A1P1 P2 P3
A2
Panvel - Indapur MPR No-32 September ‘14 Page 107
`
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
Total no of Girders : 28 Nos
Panvel - Indapur MPR No-32 September ‘14 Page 108
Major bridge at Ch. 26+188 (Bhogeshwari)-LHS-Existing Bridge Reconstruction
Progress during this month
Work Completed Till End of Last Month
Total no of Girders : 28 Nos
Panvel - Indapur MPR No-32 September ‘14 Page 109
Total No. of Girder : 24 No.Progress during this month
Work Completed Till End of Last 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
No. of Girder Erected till end of last month :0 Nos
No. of Girder Erected during this month : 0 Nos
P-2 P-4
A-2A-1 P-1 P-3 P-5
Panvel - Indapur MPR No-32 September ‘14 Page 110
P-1 P-4
Major bridge at Ch. 58+928 (Amba)-LHS
A-1 P-2 P-3 A-2
Panvel - Indapur MPR No-32 September ‘14 Page 111
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
Work Completed Till End of Last Month
Progress during this month
Major bridge at Ch. 58+928 (Amba)-RHS
No. of Girder Erected till end of last month :0 Nos
No. of Girder Erected during this month : 0 Nos
Panvel - Indapur MPR No-32 September ‘14 Page 112
Progress during this month
P-9
Major bridge at ch. 72+936 (Kundlika)-RHS
P-5 P-6 P-7 P-8
Work Completed Till End of Last Month
P-10
A-2
P-11A-1
P-1 P-2 P-3 P-4
Panvel - Indapur MPR No-32 September ‘14 Page 113
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
Work Completed Till End of Last Month
A-2A1
Minor Bridge at Ch. 9+363-RHS
Progress during this month
Panvel - Indapur MPR No-32 September ‘14 Page 114
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
Progress during this month
Work Completed Till End of Last Month
A-2A1
Panvel - Indapur MPR No-32 September ‘14 Page 115
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
Minor Bridge at Ch. 59+395 (RHS)
A2
Work Completed Till End of Last Month
Progress during this month
A- 2A-1 Minor Bridge at Ch. 59+861 (Godsai)-RHS
Panvel - Indapur MPR No-32 September ‘14 Page 116
62+01
`
A2
Minor Bridge at Ch. 62+345-(RHS) A- 2A-1
A2
Minor Bridge at Ch. 63+296-(RHS) A- 2A-1
A2P-1 A-2A1
Minor Bridge at Ch. 64+249-(RHS)
A2
Minor Bridge at Ch. 66+808(LHS)
Progress during this month
Work Completed Till End of Last Month
Panvel - Indapur MPR No-32 September ‘14 Page 117
A2
Minor Bridge at Ch. 66+808(RHS)
A2Minor Bridge at Ch. 67+099 (LHS)A-1 A- 2
A2A1 A-2
Minor Bridge at Ch. 67+099-(RHS)
A2
Work Completed Till End of Last Month
Progress during this month
P-1 A-2A1
Minor Bridge at Ch. 67+878 (RHS)
Panvel - Indapur MPR No-32 September ‘14 Page 118
A2
Minor Bridge at Ch. 68+988-(RHS) A- 2A-1
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
Progress during this month
Work Completed Till End of Last Month
A-1 P-2
Minor Bridge at Ch. 73+353-(RHS)
Panvel - Indapur MPR No-32 September ‘14 Page 119
Minor Bridge at Ch. 77+804 (BHUVAN)-(RHS)
A1 P1 A2
Minor Bridge at Ch. 81+665 (RHS)
A-1 A-2P-2P-1
A2
Minor Bridge at Ch. 83+920(LHS)
A- 2A-1
Panvel - Indapur MPR No-32 September ‘14 Page 120
A2
Minor Bridge at Ch. 83+920(RHS)
A- 2A-1
P-2 A-2P-1A-1
Work Completed Till End of Last Month
Minor Bridge at Ch. 84+488 (INDAPUR)-(RHS)
A-1 P-1 P-2
Progress during this month
A-2
Panvel - Indapur MPR No-32 September ‘14 Page 121
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
Work Completed Till End of Last Month
Progress during this month
Vehicular Underpass (VUP) at Ch. 27+155 - Pen(Converted to VUP)
LHS RHS
Panvel - Indapur MPR No-32 September ‘14 Page 122
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
Work Completed Till End of Last Month
LHS RHS
Vehicular Underpass (VUP) at Ch. 33+670 WADKHAL
Progress during this month
Panvel - Indapur MPR No-32 September ‘14 Page 123
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
Work Completed Till End of Last Month
LHS RHS
Progress during this month
Vehicular Underpass (VUP) at Ch. 74+780 - Kolad (SH-60)(Additional As Per CA)
Panvel - Indapur MPR No-32 September ‘14 Page 124
PEN ROBPEN ROB APPROACH RETAINING WALL
(LHS)
A-1 P-2P-1 P-3 P-4 A-2
`
Panvel - Indapur MPR No-32 September ‘14 Page 125
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
Panvel - Indapur MPR No-32 September ‘14 Page 126
Pedestriann Underpass (PUP) at Ch. 27+420
LHS RHS
Work Completed Till End of Last Month
Progress during this month
Pedestrian Underpass (PUP) at Ch. 30+112 (UCHEDE)
LHS RHS
Panvel - Indapur MPR No-32 September ‘14 Page 127
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
Work Completed Till End of Last Month
Progress during this month
Pedestrian Underpass (PUP) at Ch. 45+225 - NigadeLHS RHS
Panvel - Indapur MPR No-32 September ‘14 Page 128
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
Work Completed Till End of Last Month
Progress during this month
Pedestrian Underpass (PUP) at Ch. 68+320 - KhambLHS RHS
Panvel - Indapur MPR No-32 September ‘14 Page 129
RHSPedestrian Underpass (PUP) at Ch. 76+315 - Talavali
LHS
Work Completed Till End of Last Month
LHS RHSPedestrian Underpass (PUP) at Ch. 79+140 - Ratvad
Progress during this month
Panvel - Indapur MPR No-32 September ‘14 Page 130
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
Work Completed Till End of Last Month
Panvel - Indapur MPR No-32 September ‘14 Page 131
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
Panvel - Indapur MPR No-32 September ‘14 Page 132
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
Work Completed Till End of Last Month Progress during this Month
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
Panvel - Indapur MPR No-32 September ‘14 Page 133
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
Work Completed Till End of Last Month Progress during this Month
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
Panvel - Indapur MPR No-32 September ‘14 Page 134
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
Work Completed Till End of Last Month Progress during this Month
Status Of Pipe Culverts
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
Panvel - Indapur MPR No-32 September ‘14 Page 135
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
Work Completed Till End of Last Month Progress during this Month
Status Of Pipe Culverts
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
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MCW RHS
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Panvel - Indapur MPR No-32 September ‘14 Page 136
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
Work Completed Till End of Last Month Progress during this Month
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