national highways authority of indianhai.org.in/spw/process/mpr for the month of april 2014...

NATIONAL HIGHWAYS AUTHORITY OF INDIA

(MINISTRY OF ROAD TRANSPORT & HIGHWAYS)

GOVERNMENT OF INDIA

Four - Laning Of Panvel - Indapur Section

Of NH-17 From Km 0.000 to 84.000 In The State Of Maharashtra

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

Monthly Progress Report No - 27

April 2014

Yongma Engineering Co., Ltd.

Feedback Infra Private Limited.

In Association with

Panvel - Indapur MPR No-27 April’14 Page 1

TABLE OF CONTENTS

Page

Executive Summary 03

1.0 THE PROJECT 05

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 20

1.6 Location Map 20

2.0 THE ESTABLISHMENT 23

2.1 Project Organisation 23

2.2 Plant & Machinery 27

3.0 PROGRESS OF WORKS 29

3.1 Land Handing Over 29

3.2 Tree Cutting 30

3.3 Utility Shifting 31

3.4 Hindrance due to Utilities/Buildings/Structures 31

3.5 Design Review & Status 32

3.6 Progress of Works 34

3.7 Miscellaneous Works 35

3.8 Overall Physical / Financial Progress 35

4.0 QUALITY CONTROL & QUALITY ASSURANCE 43

4.1 Quality Control & Quality Assurance 43

4.2 Compliance / Non-Compliance 43

4.3 Routine Inspection by Independent Engineer 43

5.0 TRAFFIC & SAFETY 65

5.1 Safety Issues at Site 65

5.2 Accident Data 65

5.3 Traffic Diversion 65

5.4 Maintenance of Existing Highway 65

6.0 CONTRACTUAL ISSUES 67

6.1 Change of Scope 67

6.2 Project Milestone 68

7.0 CRITICAL ISSUES AND RECOMMENDATIONS 71

8.0 PROJECT PHOTOGRAPHS 72


Appendices Page

A Comments on Concessionaire’s Monthly Progress Report 74

B Weather 75

C Important Visits 76

D Minutes of Progress Review Meeting 77

E Site Inspection Notes by Independent Engineer 78

F Letters from NHAI 86

G Letters from Concessionaire 89

H Letters Issued by Independent Engineer 92

I Accident Data & Observation 97

J Highway - Progress 100

K Structures - Progress 101

L Status Of Vehicular Underpass - Progress 119

M Status Of Pedestrian Underpass - Progress 122

N Slab/Box Culverts - Progress 126

O Hume Pipe Culverts - Progress 129


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 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 the town of Indapur.

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

The scheduled date of completion of construction is 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 progress. The estimate for CIDCO water pipeline shifting is

yet to be approved by NHAI.

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. The cumulative

achieved Physical Progress is 33.56 % as against Scheduled Physical Progress of 99.17 %.

That means, the slip is 65.61 %. The cumulative achieved Financial Progress is Rs. 413.32

Crores (34.28%) as against scheduled Financial Progress of Rs. 1191.45 Crores (98.82 %).

That means, the slip is Rs. 778.13 Crores (64.54%).

Land Acquisition: Total land to be acquired is approximately 504 Ha. Land handed over till

reporting date is approximately 397 Ha. (Approximately 78.77 %). 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 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.

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 Encroachments: NHAI has issued notice under section 26 of the Control of

National Highways (Land and Traffic) Act, 2002 to unauthorized occupants. Police support

is sought. The encroachment removal has not yet started.

Slow Progress of Structures: The progress of structures is slow. Concessionaires should

improve the progress of structures.

Decision on Change of Scope Proposed: Concessionaire has submitted 20 nos Change of

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


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 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 in 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 is located in the district of Raigarh, which in

turn is located in the State of Maharashtra. The State lies in the western part of the


Indian peninsula and is surrounded by the States of Gujarat, Madhya Pradesh,

Chhattisgarh, Andhra Pradesh and Karnataka.

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

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

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

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

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

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

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

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

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

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

region receives heavy rainfall during the monsoon.

The National Highway No-17 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 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 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, Near Cochin at

Junction With NH-47. NH-17 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, 7 nos.

Vehicular Underpasses, 14 nos. Pedestrian / Cattle Underpasses, 135 nos. Box/Slab

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

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


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

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

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

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

1.3 Terrain and Alignment

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

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

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

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

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

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

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

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

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

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

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

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

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

approaches.

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

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

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

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

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

close proximity of the highway.

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

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

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

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

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

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

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

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

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

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

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

of these stretches have been overlaid recently by the Department.

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

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

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


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

overtopping of the road at any location.

1.4 Salient Features

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

Table 1.1 Contract Data

Description Details

Name of Project

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

Package No. NHDP-III/DL4/05

Source of Funding DBFOT Basis

Total Project Cost Rs. 942.69 Crores less Equity Support

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

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

Independent Engineer

M/s Yongma Engineering Co., Ltd.

12 F, Woolim Lions Valley 3rd 5445, Sangdeawon-Dong Joongweon-Gu, Seongnam-Si Gyeonagi-Do, 462819, 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 Period

16-06-2014 (910 days construction period)


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 Nos +2 Nos Additional

Vehicular Underpasses 7 Nos + 2 Nos Additional

Major Intersections 12 Nos

Minor Intersections 94 Nos

Main Line Toll Plaza 2 Nos (At Km 15 & Km 66+275)

Busbays 52 Nos

Truck Layby 4 Nos

Rest Area 1 No. (At Km 60+250 RHS)


Table 1.3 Details of Major Bridges

Sl. No.

CA Chainage

(Km)

Design Chainage

(Km)

Name of the River

Details of Existing Structures Details of the Proposed Structures

Type of Superstructu

re

No. of Spans x Span Length (m)

Width of bridge

(m)

Remarks Total

Length (m)

Width (m)

Remarks

1 15+480 15+878 Kharpada

RCC Girder (2 span x 27.0 ) +

10.90 To be retained with repair and

rehabilitation.

12.00

(2 lane)

New Construction on

LHS side. Span over railway line to be

finalised in consultation with railway authority.

PSC Girder (5 spans x 42.50 ) +

RCC Girder (10 spans x 27.80 ) +

RCC Girder (1 span x 14.41 ) + 817.755

PSC Girder (1 span x 38.20 ) +

RCC Girder (1 span x 21.987 ) +

RCC Girder (7 spans x 27.80 )

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

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

( 1 span x 16.50 )

8.450 To be retained with repair and

rehabilitation

76 12.00

(2 lane) New Construction on RHS side.

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

(10 spans x 12.80 ) 7.850 Dismantling and reconstruction

128 2 x 12.00 (4 lane)

New Construction

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

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

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

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

8.100 To be retained with Repair and rehabilitation

125.1 12.00


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

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

95.85 2 x 12.00 (4 lane)

New Construction.

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

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

126 12.00



Table 1.4 Details of Minor Bridges

Sl

No

CA

Chainage

(km)

Design

Chainage (Km)

Name of

River

Details of Existing Structure Proposed Structure

Type of

Superstructure

No. of Spans x

Span Length (m)

Width (m) Remarks

Total

Length (m)

Width Of

Bridge (m)

Remarks

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

side. 20.10

27.50

(4 lane)

Concentric widening

of existing bridge.

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

skew ) 2 spans x 7.10 11.10

Dismantling and New

Construction. 18.00

25.00

(4 lane) New Construction.

3 20+780 20+754

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

(2 lane)

New Construction on

LHS side.

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

(2 lane)

New Construction on

LHS side.

5 30+557 30+557 Uchede

Nallah

RCC Solid Slab (250

skew ) 2 spans x 6.10 12.40

Widening with Repair and

rehabilitation. 12.20

27.50

(4 lane)

Concentric widening

of existing bridge.

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

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

12.00

(2 lane)

New Construction on

RHS side.

7 57+926 57+997 Patansai

CR Masonry arch

extended by RCC solid slab on both

side

4 spans x 4.00 12.00 Repair and rehabilitation. 16.00 12.00


8 59+335 59+396 Canal

Crossing RCC Solid Slab 1 span x 10.70 8.50

Widening with repair and


12.00 (2

lane)

New Construction on

RHS side.

9 59+797 59+848 Godsai

CR Masonry arch

extended by RCC

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

12.00

(2 lane)

New Construction on

RHS side.

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

(2 lane)

New Construction on

RHS side.

11 63+233 63+284 Canal

Crossing

CR Masonry arch


sides


(2 lane)

New Construction on

LHS side.

12 64+187 64+236 Canal

Crossing RCC Solid Slab 2 spans x 7.25 8.30



12.00

(2 lane)

New Construction on

RHS side.


Sl

No

CA

Chainage

(km)

Design

Chainage

(Km)

Name of

River

Details of Existing Structure Proposed Structure

Type of Superstructure

No. of Spans x

Span Length

(m) Width (m) Remarks

Total

Length

(m)

Width Of

Bridge

(m) Remarks

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

(2 lane)

New Construction on

RHS side.

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

(2 lane)

New Construction on

RHS side.

15 67+820 67+878 Irrigation

Canal

RCC Solid Slab (510

skew )

(1 span x 9.95)

+ (1 span x

8.95) 7.70



27.50

(4 lane)

Concentric widening

of existing bridge.

16 68+927 68+988 Local Nallah

CR Masonry arch


sides


(2 lane)

New Construction on

LHS side.

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

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

12.00

(2 lane)

New Construction on

RHS side.

18 72+196 72+250 Mahisdara

Nallah

RCC I Girder (180

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

12.00

(2 lane)

New Construction on

RHS side.

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

(1 span x 7.70)

+ (3 spans x 7.00) + (1 span

x 7.70)

13.65 Repair and rehabilitation. 36.40 12.00


20 77+744 77+804 Bhuvan

Nallah

CR Masonry arch

extended by RCC

solid slab on both side


(2 lane)

New Construction on

RHS side.

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

(2 lane)

New Construction on

RHS side.

22 83+861 83+920 Canal

Crossing RCC Solid Slab 1 span x 6.40 8.15



12.00

(2 lane)

New Construction on

LHS side.

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

(2 lane)

New Construction on

RHS side.


Table 1.5 Details of Flyovers

Sl

No

CA

Chainage (Km)

Design Chainage

(Km Name of structure

Details Of Existing Structure Details Of Proposed Structure

Total Span

Length

Width

(m) Remarks

Total

Length

(m) Width (m) Remarks

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

(2 lane) Proposed to be deleted

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

(4 lane)

Span over railway line to be decided in consultation

with railway authorities.

Table 1.6 Details of ROB’s

Sl

No

CA

Chainage

(Km)

Design

Chainage

(Km

Name of

structure

Details Of Existing Structure Details of proposed structures

Type of

Superstructure

Spans x

Length

Width

(m) Remarks

Total

Length

(m) Width Remarks

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

1 Span x 38.20 m

10.90 To be retained with repair and rehabilitation.

38.20 12.00 m (2 lane)

New Construction on LHS side.

2 28+283 28+283 Pen

MS Built-up ' I '

girder and RCC deck slab

2 Spans x

13.50 m 11.50

To be retained with repair

and rehabilitation. 27.00

12.00 m

(2 lane)

New Construction on

LHS side.

3 33+670 33+877 Wadkhal

Bypass - - -

28.00

2 x 12.0 m

(4 lanes) New Construction

Table 1.7 Details of RUB’s

Sl

No

CA

Chainage (Km)

Design

Chainage (Km

Details of Existing Structure

Name of

Structure

Type of

Superstructure

No. X size of

Openings Remarks

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

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

3 73+250 73+250 Kolad PSC girder and

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


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

Sl No From (Km) To (Km) Length (Km) Location

1 0+950 2+260 1.31 Palaspe

2 4+650 5+380 0.73 Chinchwan

3 13+440 14+210 0.77 Tara

4 17+950 18+970 1.02 Jite

5 25+340 26+060 0.72 Pen

6 26+370 28+000 1.63 Pen

7 28+460 29+590 1.13 Pen

8 29+950 30+480 0.54 Uchede

9 31+300 31+680 0.38 Wadkhal

10 37+080 37+800 0.72 Gadab

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

12 44+710 45+810 1.10 Nigade

13 49+000 49+500 0.50 Koleti

14 55+090 56+590 1.50 Nagothane

15 67+910 68+830 0.92 Khamb

16 73+400 75+450 2.05 Kolad

17 75+940 76+500 0.56 Talavali

Total 17.09

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

Sl No From (Km) To (Km) Length (Km) Location

1 0+920 2+260 1.34 Palaspe

2 4+650 5+380 0.73 Chinchwan

3 13+430 14+210 0.78 Tara

4 17+950 18+970 1.02 Jite

5 26+760 28+000 1.24 Pen

6 28+510 29+600 1.09 Pen

7 29+950 30+470 0.52 Uchede

8 31+300 31+630 0.33 Wadkhal

9 34+100 34+640 0.53 Wadkhal

10 37+080 37+800 0.72 Gadab

11 44+570 45+600 1.03 Nigade

12 49+000 49+500 0.50 Koleti

13 54+840 56+530 1.69 Nagothane

14 67+920 68+830 0.91 Khams

15 73+400 75+450 2.05 Kolad

16 75+940 76+500 0.56 Talavali

Total 15.04

In addition to above, Concession Agreement has provision for providing additional length of 5.40

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

Service Road:


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

Sl

No Location

Chainage Length (Km) Status

From To

1 Palaspe 0+950 2+260 1.31 Concurred

2 Chinchwan 4+570 5+340 0.77 Concurred

3 Tara 13+470 14+400 0.93 Not Submitted

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 Not Submitted

4 Jite 18+300 19+330 1.03 Concurred

5 Pen 26+780 28+020 1.24 Concurred

6 Ramwadi 28+370 29+460 1.09 Concurred

7 Uchede 29+900 30+940 1.04 Concurred

8 Wadkhal 34+300 34+750 0.45 Concurred

9 Gadab 37+210 37+930 0.72 Concurred

10 Nigade 44+570 45+600 1.03 Concurred

11 Koleti 48+940 49+590 0.65 Concurred

12 Palas 50+490 51+220 0.73 Concurred

13 Nagothane 53+520 56+530 3.01 Concurred

14 Khamb 68+000 68+900 0.90 Concurred

15 Kolad 73+500 75+455 1.95 Concurred

16 Talavali 76+050 76+590 0.54 Concurred

Total (RHS) 17.42


Table 1.12 Details of Vehicular Underpasses as per Concession Agreement

Sl

No Chainage (Km) Opening

Size (m)

Width

(m) Village

Anticipated Type As per CA As per Design

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

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

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

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

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

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

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

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

Table 1.14 Details of Busbays as of now

Sl

No

Chainage (Km) Opening Size (m)

Width

(m) Village Anticipated Type

As per CA As per Design

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

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

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

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

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

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

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

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

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

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

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

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

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

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

Sl No Chainage (Km)

Side Village As per CA As per Design

1 1+058 1+058 RHS Palaspe

2 1+140 1+140 LHS Palaspe

3 2+560 2+435 LHS Turmale

4 2+620 2+435 RHS Girwale

5 4+244 4+244 RHS Shirdon

6 4+415 4+244 LHS Shirdon

7 11+162 11+162 RHS Kolhe

8 11+406 11+406 LHS Kolhe

9 13+700 13+700 RHS Tara

10 13+902 13+902 LHS Tara


11 14+599 14+599 RHS Kasarbhat

12 14+568 14+568 LHS Kasarbhat

13 16+666 16+512 RHS Kasarbhat

14 16+725 16+512 LHS Kasarbhat

15 18+271 18+550 RHS Kharpada

16 18+349 18+870 LHS Kharpada

17 26+003 25+492 RHS Chinchghar

18 26+003 25+450 LHS 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+090 30+250 RHS Pen

24 30+096 30+250 LHS Pen

25 37+700 37+700 LHS Gadab

26 37+951 37+700 RHS Gadab

27 39+414 39+617 RHS Gadab

28 39+418 40+133 LHS Gadab

29 42+137 41+845 RHS Kasu

30 42+152 42+245 LHS Kasu

31 44+342 44+354 RHS Salinde

32 44+364 44+402 LHS Salinde

33 45+046 45+092 RHS Nigdi

34 45+064 45+142 LHS Nigdi

35 48+903 48+972 RHS Koleti

36 49+129 49+200 LHS Koleti

37 61+324 61+387 RHS Kansai

38 61+368 61+437 LHS Kansai

39 63+200 63+388 LHS Sukeli

40 68+145 68+315 RHS Kharwali

41 68+265 68+315 LHS Kharwali

42 70+392 70+392 RHS Pugaon

43 70+407 70+407 LHS Pugaon

44 75+320 75+060 LHS Kolad Railway station

45 76+126 76+200 RHS Talavali

46 76+137 76+200 LHS Talavali

47 78+439 78+107 RHS Bhuvan

48 78+468 78+107 LHS Bhuvan

49 79+600 79+707 RHS Ghotwal

50 79+600 79+707 LHS Ghotwal

51 82+570 82+462 RHS Nagroli

52 84+330 84+222 RHS Potner


Table 1.15 Details of Proposed Vehicular Underpasses as of now

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

Note: PUP’s envisaged as per Concession Agreement at Ch. 27+156 (Design Ch. 27+100) and at

Ch. 28+550 (Design Ch. 28+535) are proposed to be converted to VUP.

Total number of Pipe Culverts: 208 + 20 Nos.

Total number of Slab Culverts: 135 + 1 Nos.

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 proposed to be converted to VUP

4 28+040 27+760 Pen VUP- Shifted to this Place

5 28+550 28+535 Pen/Ramwadi PUP proposed to be converted to VUP

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 proposed

5 30+276 30+276 Uchede

6 37+453 37+529 Gadab

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

8 42+075 42+155 Kasu

9 45+149 45+225 Nigade

10 49+280 49+280 Koleti

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

12 55+749 55+840 Nagothane

13 68+248 68+320 Khamb

14 76+250 76+315 Talavali

15 79+080 79+140 Ratwad


Table 1.17 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

10 24+200 Virwadi T Junction 1750

11 25+860 Khopoli Jn (SH-87)

VUP 1660

12 27+100 VUP 1240 PUP proposed to be converted to VUP

13 27+760 VUP 660 VUP proposed to shift to this place

14 28+535 VUP 775

15 29+660 Vashi T Junction 1125

16 30+930 Wadkhal VUP 1270


18 35+880 Ispat factory Y junction 2940


20 40+900 Jui T Junction 2310

21 43+200 Aakadevi Temple

T Junction 2300

22 46+450 Amate X Junction 3250

23 47+480 Khatale T Junction 1003

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

25 54+451 Nagothane (SH-91)

VUP (Additional) 1651

26 56+060 Nagothane VUP 1609

27 58+720 Pali T Junction 1120

28 59+021 Alibaug (SH-93) T Junction 301

29 60+300 Rest Area Mid block opening 1279

30 61+295 MSEB (Kansui) T Junction 995

31 63+244 Sukeli T Junction 1949

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

33 72+000 Pugaon T Junction 2600

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

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


37 78+388 Ghotwale T Junction 1488

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

39 82+760 Gangewadi T Junction 1260

40 84+387 Nagroli T Junction 1627


1.5 Project Milestones

The Project Milestones details are given in Table 1.18 Table 1.18 Project Milestones

Milestone Description Scheduled

Date

Progress

Requirements Status

Milestone-I

First anniversary

of the Appointed

Date 19-12-2012

Physical Progress : Not

less than 25%

Expended Cost : Not

less than 25% of total capital cost

Achieved

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. This has been reviewed and

commented by Independent Engineer.

Project

Completion

910th day from

the Appointed Date

16-06-2014

Four Lane completion

in accordance with Concession Agreement

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 Raigad District


Figure 1.2 Road network in Raigad District


Figure 1.3 Key plan


2.0 THE ESTABLISHMENT

2.1 Project Organisation

NHAI

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

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

Narayankar and other Administrative Staff.

Concessionaire

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

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

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

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

Concessionaire’s Organisation chart is given in Figure 2.1.

Figure - 2.1 Concessionaire’s Organisation Chart

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

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

the same premises that of the Concessionaire.

Independent Engineer

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

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

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

Leader cum Sr. Highway Engineer. All Key-Professionals are already mobilised.

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

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

AGM (Planning):

Mr. Umapathi T B

G M (Finance):

Mr. Kamlesh Chechani

GM (Projects)

Vice President:

Mr. P.S. Garole

Acting Team Leader :

Gangadharan C.P.

Director:

Mr. Vikas Sharma


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

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

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

Table 2.1 Deployment Details of Independent Engineer

Sl

No Position Name

Date of

Mobilisation

Date of De-

Mobilisation Remarks

A Key Professional Staff

1 Team Leader cum Sr.

Highway Engineer Mr. Gangadharan C P 30-12-‘11

2 Sr. Bridge Design Engineer Mr. Magesh Santhanam 17-01-‘12 16-06-‘12

Mr. Nandadulal Dasgupta 07-02-‘13

3 Resident Cum Highway

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

4 Highway Design Engineer Mr. Dadan Singh 23-08-‘12 11-04-‘14 Manmonths

completed

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

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

14 Asst. Highway Engr-1

Mr. Ravindra P Dongre 01-03-‘12

Mr. Neeraj Mahadeorao

Patil 28-02-‘14

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

16 CAD Expert TBN -

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

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

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

20 Asst. Quality cum Materials

Engr-1 Mr. Raffiudin N Badure 05-04-‘12

21 Asst. Quality cum Materials

Engr-2 Mr. Sanjay Maharana 07-08-'12

22 Electrical Engineer Mr. Anand Mohan

Jayaswal 05-06-‘12

23 HTMS / Toll Expert TBN -


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

25 Horticulture cum

Landscaping Expert TBN -

C Support Staff

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

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

Ms. Madhumati P Kumar 22-08-‘12

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

Ms. Reshma Newalkar 01-07-‘12

29 Photocopy Machine

Operator Mr. Santosh Sharma 22-02-‘12

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

31 Computer Operator Ms. Reshma Ananda

Katekar 23-02-‘12

32 Guard-1 Mr. RamCharan Vajpayee 26-03-‘12

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

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

Mr. Aditya Shetye 16-07-‘12

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

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

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

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


Figure 2.2. Independent Engineer’s Organisation Chart

Resident cum Highway Engineer:

Mr. Rajat Parkash Sharma

Team Leader/ Sr. Highway Engineer:

Mr. Gangadharan C.P.

Sr. Quality cum Material Expert:

Mr. M V K Appa

AHE - 1: Mr. Neeraj Mahadeorao Patil

AHE - 2: Mr. Arun Rajan Pillai

Survey Engr. - 1: (Manmonths

completed)

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: (Manmonths completed)

Financial Expert: Mr. Pankaj Sachdeva

Legal Expert: Mr. Sunil Malhotra

Support Staff:

Office Manager: Mr. Praveen Kumar

Accountant: Ms. Madhumati P Kumar

Cashier: Ms. Reshma Newalkar

Steno: Ms. Jyoti Vishnu Jadhav

Computer Operator: Ms. Reshma Ananda Katekar

Photocopy Machine Operator: Mr. Santhosh Sharma

Office Boy: Mr. Aditya Shetye

Guard-1: Mr. Ram Charan Vajpayee

Guard-2: Mr. Ganesh Bhadur

Short Term Sub-Professionals:

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


EPC Contractors

Two EPC Contractors were appointed by the Concessionaire for the

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

Table 2.2 Details of EPC Contractors

2.2 Plant & Machinery

Table 2.3 Details of Plants Mobilised

Sl No Description Location Capacity

Section-I

1 Laboratory 23+600

2 Stone Crusher Bombay Pada 200 TPH

3 Concrete Batching Plant 23+600 60 Cum /Hr

4 WMM Plant 23+600 200 TPH

5 Hot Mix Plant Bombay Pada 120 TPH

Section-II

6 Laboratory 58+000

7 Stone Crusher 58+000 200 TPH

8 Concrete Batching Plant 58+000 30 Cum /Hr

9 WMM Plant 58+000 200 TPH

10 Hot Mix Plant 58+000 160 TPH

Table 2.4 Details of Machinery

Sl No Description Available

(Nos)

1 JCB 17

2 Excavator / Poclain 28

3 Paver 03

4 Grader 08

5 Loader 09

6 Tippers 80

7 Water Tanker 11

Sl No Location EPC Contractor

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

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


Sl No Description Available

(Nos)

8 Vibratory Roller 24

9 Transit Mixer 18

10 Plate Compactors 04

11 Air Compressor 04

12 Hydra 08

13 Water Pump 18

14 D.G. Set 20

15 Tandem Roller 06

16 Emulsion Sprayer 06

17 Crane 08

18 Concrete Vibrator 18


3.0 PROGRESS OF WORKS

3.1 Land Handing Over

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

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

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

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

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

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

included in the Appendix.

Total land to be acquired: 504 Ha

Land handed over till reporting date: 397 Ha (Approximately 78.77%).

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


* 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/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



48+730 63+910 8.13 901 1,538


NHAI/PIU/PANVEL/P-I/Tree Cutting/2012/1153 dt. 15-09-’12 for the


65+980 76+000 7.07 278 1,600


Cutting/2012/1757 dt. 17-12-’12 for the


76+000 84+600 8.33 308 1,323

NHAI Issued Letter NO.

NHAI/PIU/PANVEL/P-I/Tree


Total 2,390 7,964

24 13+910 14+120 210

25 14+310 14+575 265

26 15+745 15+775 30

27 15+775 15+790 15

28 16+540 16+800 260

TOTAL 6,085


3.3 Utility Shifting

Details of utility shifting is given in Table 3.3 & 3.4

Table 3.3 Details of Utility Shifting Yet to be Tackled:

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

Sl No

Description Total

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 progress.

E ISPAT Water Pipeline 21,670m LHS

70m RHS Shifting works in progress.

F ZP water pipeline 5,090m LHS

4,030m RHS Shifting works in progress

3.4 Hindrance due to Utilities/Building/Structure

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 3,100 7,100 2,650 2,150

2 Land Acquisition 13,180 13,180 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 7,850 11,800 4,150 8,080

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

Sl No

Description Total

Affected Length (m) Status

A CIDCO Water Pipe Lines 5080 m Estimate Not Yet Approved

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


Table 3.6 Summary of Hindrance free land available for construction:

Sl.

No Description

Main Carriageway (m) Service Road (m)

LHS RHS LHS RHS

1 Project Length 84,600 84,600 19,544 17,386

2 Affected Length 63,250 57,850 19,544 17,386

3 Length available for construction 21,350 26,750 0 0

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. (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 19.410 Km. on LHS concurred. 17.275 Km. on RHS Concurred.

3 Structures 732 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 Concessionaire has not submitted EMP incorporating

IE’s comments.

9 Construction Programme Concurred

10 Borrow Areas for Section-1 24 nos are concurred.

11 Borrow Areas for Section-2 29 nos are concurred.

12

Section - I Concrete mix designs M10,M15, M20, M25, M30,M35,M40,

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

Concurred

13

Section - II Concrete mix designs M15,

M20, M25, M30, with Natural sand +Crusher sand , M-45PSC With 100%

Natural sand

Concurred

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

Concurred

15 GSB Gradation Concurred

16 WMM Mix design Concurred

17 DBM Mix Designs - Grading I for both

sections Concurred

18 DBM Mix Designs - Grading II for Section II

Concurred

19

Source Approval for Coarse aggregates,

Fine aggregates, water, ACC cement OPC Grade-53, SS1 & RS1 for section I

Concurred

20 Source Approval for Coarse aggregates,

Fine aggregates, water, Ambuja cement Concurred


Sl


OPC Grade-53 for section II

21 Source Approval for Bitumen VG30

(BPCL) for both Sections Concurred

22 BM Mix Design for section-I Concurred

23

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

20, M-30, M-35, with 100% crusher sand with Ambuja & ACC cement.

Concurred

24 Concrete mix design M-20 for Kerb both

sections Concurred

25

Concrete mix design M-40 grade with

100% crusher sand for Crash Barrier for section- I

Concurred

26 Concrete Mix Design for Cable Grout with

Cebex 100 FOSROC Concurred

27 Source Approval for Bitumen Emulsion SS-1 & RS-1 from IWL INDIA Ltd

Concurred

28 Source Approval for Curing Compound BASF MASTERKURE 1061

Concurred

29

Source Approval for Procurement of

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

Concurred

30 Source Approval for Procurement of

Cement, 53 Grade- Ultra Tech Cement Concurred


Steel Reinforcement, Fe-500 Grade-SAIL Concurred

32 Source Approval for Procurement of Cement, 53 Grade- ACC Cement

Concurred

33 Source Approval for Procurement Wedge

and Anchor Cones Concurred


Admixture, Fosroc - Conplast SP 430 Concurred

35 Source Approval for Procurement of Admixture, BASF Rheobuild 821 EJ

Concurred


Cement, 53 Grade- SANGHI Cement Concurred

37 Section-II- Concrete Mix Design of M-30

(RE Block) With ACC Cement 53 Grade Concurred

38 Section-II- Concrete Mix Design of M-40

RCC With Ambuja Cement 53 Grade Concurred


Admixture, Chembond KEM SP 40 Concurred

40 Source Approval for Procurement of Steel SAIL TMT EQR

Concurred

41

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

42

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

Concurred


Sl


CHEMBOND and BASF Admixture with

100% Crusher Sand.

43 Source Approval for HT strands Procured From TATA Steel

Concurred

44 Concurrence of Mix Design for Mastic Asphalt For Section-(I Km 0+000 to

42+000)

Concurred

45 Mix Design For Dry Lean Concrete 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 Planned*

Executed

Reported by

Concessionaire* Assessed by IE

1 Excavation Soil -Highway Cum 846,540

2 Excavation - Hard rock Cum 34,000

3 Embankment Cum 3,498,436

4 Subgrade Cum 441,230

5 Granular Sub base Cum 148,247

6 Wet Mix Macadam Cum 121,555

7 Dense Bituminous Macadam

Cum 41,903

8 Bituminous Concrete Cum -

9 Excavation-Structures Cum 29,650

10 PCC M15 Cum 5,774

11 RCC M20, M25, M30 Cum 38,279

12 RCC M35 / RE wall fascia

blocks Cum 8,405

13 RCC M40,M45 Cum 2,630

14 Reinforcement Tonne 3,895

15 PSC Strand Tonne 27.4

*Concessionaire has not submitted Progress Report for the month.

Table 3.9 Highway Works Lengths Completed

Description LHS (m) RHS (m)

Clearing & Grubbing 30,830 54,740

Embankment 30,279 53,471

Subgrade 20,940 39,870

Granular Subbase (GSB) 19,380 34,280

Wet Mix Macadam (WMM) 19,100 31,281

Dense Bituminous Macadam (DBM) 17,350 29,897

Bituminous Concrete (BC) - 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 22 1

5 Vehicular Underpasses 9 8 1

6 Pedestrian Underpasses 16 6 10

7 Pipe culverts 208+20 98 130

8 Box culverts 135+1 93 48

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 Concession Agreement) Total Project Cost: Rs. 1205.72 Crores (As reported by Concessionaire) Time Elapsed: 28.5 Months

Description Planned

Achieved

Reported by Concessionaire*

Reported by Concessionaire*

Physical Progress :

Cumulative Physical Progress (%) 99.17% 33.56%

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

(-) 65.61%

Financial Progress :

Cumulative Financial Progress (Rs. Crores)

1191.45 413.32

Cumulative Financial Progress (%) 98.82% 34.28%

Cumulative Financial

Lag (-) / Lead (+)

(-) 778.13 Crores

(-) 64.54%

*Concessionaire has not submitted Progress Report for the month so far.


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

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 0.83 100.00

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%

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%


Month

Monthly Financial Progress Cumulative Financial Progress

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

Scheduled Actual Scheduled Actual Scheduled Actual Scheduled Actual

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 1.18% 1205.72 100.00%


Cumulative Physical Progress (%)

Cumulative Financial Progress (%)

34.28%

65.72%

Achieved Balance


Physical Progress (%) S - Curve

0

10

20

30

40

50

60

70

80

90

100

De

c '1

1

Jan

'12

Feb

'12

Mar

'12

Ap

r '1

2

May

'12

Jun

'12

Jul '

12

Au

g '1

2

Sep

'12

Oct

'12

No

v '1

2

De

c '1

2

Jan

'13

Feb

'13

Mar

'13

Ap

r '1

3

May

'13

Jun

'13

Jul '

13

Au

g '1

3

Sep

'13

Oct

'13

No

v '1

3

De

c '1

3

Jan

'14

Feb

'14

Mar

'14

Ap

r '1

4

May

'14

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

65

25

MILE STONE - II (65%)

MILE STONE - I (25%)

MIL

E S

TO

NE -

I (2

5%

)

MIL

E S

TO

NE -

II (

65%

)


Physical Progress (%) - Histogram

0

1

2

3

4

5

6

7

De

c '1

1

Jan

'12

Feb

'12

Mar

'12

Ap

r '1

2

May

'12

Jun

'12

Jul '

12

Au

g '1

2

Sep

'12

Oct

'12

No

v '1

2

De

c '1

2

Jan

'13

Feb

'13

Mar

'13

Ap

r '1

3

May

'13

Jun

'13

Jul '

13

Au

g '1

3

Sep

'13

Oct

'13

No

v '1

3

De

c '1

3

Jan

'14

Feb

'14

Mar

'14

Ap

r '1

4

May

'14

Scheduled Progress (%) Actual Progress (%)


Financial Progress (Rs. Crores) S - Curve

0

100

200

300

400

500

600

700

800

900

1000

1100

1200

1300

De

c '1

1

Jan

'12

Feb

'12

Mar

'12

Ap

r '1

2

May

'12

Jun

'12

Jul '

12

Au

g '1

2

Sep

'12

Oct

'12

No

v '1

2

De

c '1

2

Jan

'13

Feb

'13

Mar

'13

Ap

r '1

3

May

'13

Jun

'13

Jul '

13

Au

g '1

3

Sep

'13

Oct

'13

No

v '1

3

De

c '1

3

Jan

'14

Feb

'14

Mar

'14

Ap

r '1

4

May

'14

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

MILE STONE - II (65%)

MILE STONE - I (25%)

MIL

E S

TO

NE -

II (

65%

)

MIL

E S

TO

NE -

I (2

5%

)


Financial Progress (Rs. Crores) - Histogram

0

20

40

60

80

100

120

De

c '1

1

Jan

'12

Feb

'12

Mar

'12

Ap

r '1

2

May

'12

Jun

'12

Jul '

12

Au

g '1

2

Sep

'12

Oct

'12

No

v '1

2

De

c '1

2

Jan

'13

Feb

'13

Mar

'13

Ap

r '1

3

May

'13

Jun

'13

Jul '

13

Au

g '1

3

Sep

'13

Oct

'13

No

v '1

3

De

c '1

3

Jan

'14

Feb

'14

Mar

'14

Ap

r '1

4

May

'14

Scheduled (Rs Crores) Actual (Rs. Crores)


4.0 QUALITY CONTROL & QUALITY ASSURANCE

4.1 Quality Control & Quality Assurance

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

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

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

designs, drawings and specifications.

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

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

workmanship of production conform to the prescribed standards and laid down

acceptance criteria.

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

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

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

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

reference and record.

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

and wherever found necessary, corrective measures are suggested to the

Concessionaire.

4.2 Compliance/Non-Compliance

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

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

compliances. A 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.

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

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

April ’14 15%


Table 4.1 Status of NCR’s Issued by Independent Engineer

NCR

No Date

Chainages &

Side

Description Rectifications Proposed by

Concessionaire

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)





submitted.

Closed

out

6 21-04-'12

26+188

(Bhogeshwari

Major Bridge)





submitted.

Closed

out

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

Minor bridge)





submitted.

Closed

out

8 21-04-'12

72+936

(Kundlika

Major bridge)





submitted.

Closed

out

9 21-04-'12

77+804

(Bhuvan

Minor bridge)





submitted.

Closed

out

10 21-04-'12

81+600

(Wave Minor

bridge)





submitted.

Closed

out

11 21-04-'12

84+488

(Indapur

Major bridge)





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

Alignment 29-06-'12

Horizontal alignment

checked through RFI No-

12058 dt. 22-06-'12

Closed

out

14 25-05-'12 38+801 (RHS) Length less by 506 mm 11-09-`12 Structure is constructed as Closed


NCR

No Date

Chainages

&

Side

Description

Rectifications

Proposed by

Concessionaire


Done Status

Box Culvert-

39/1



Rev No. R1.

out

15 25-05-'12

39+030 (RHS)

Box Culvert-

39/2,

Length less by 465mm 11-09-`12

Structure is constructed as



Rev No. R1.

Closed

out

16 25-05-'12

39+133 (RHS)

Box Culvert-

39/3,





Rev No. R1.

Closed

out

17 25-05-'12

39+562 (RHS)

Box Culvert-

40/1,





Rev No. R1.

Closed

out

18 25-05-'12

39+807 (RHS)

Box Culvert-

40/2,





Rev No. R1.

Closed

out

19 25-05-'12

40+906 (RHS)

Box Culvert-

41/2,





Rev No. R1.

Closed

out

20 25-05-'12

41+189 (RHS)

Box Culvert-

41/4,

Length more by 1.4m 09-10-`12 Superstructure constructed

as per concurred drawing.

Closed

out

21 25-05-'12

41+336

(RHS)- Box

Culvert-41/5,

Length more by 1.58m 06-10-`12 Superstructure constructed

as per concurred drawing.

Closed

out

22 26-05-'12 47+244 (RHS)

Slab Culvert Concrete

bulged due to improper

support

11-09-`12 Rectification done. Closed

out

23 15-06-'12

26+188

Bhogeshwari

Bridge

Abutment A2-3rd

Lift.(RFI No.-2819) 11-07-'13


ultrasonic test conducted.

Results found acceptable.

Closed

out

24 16-06-'12 45+460 to

45+560 (RHS)

Embankment 8th Layer

failed in compaction and

boulders present.

06-12-`12

Boulder removed,

compacted and retested.

Achieved required

compaction.

Closed

out

25 22-06-'12

21+200 to

21+890

Diversion

(RHS)

Diversion Plan not

concurred and No Sign

Board Provided.

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

DBM Works without

Removal of Electric Pole

Ch. 80+040 (RHS) Main

Carriageway.

27 22-06-'12 79+990 to

80+150 (RHS)

DBM Mix not Conforming

to Concurred JMF. 02-08-`12

Core sample collected and

retested. Found

Closed

out


NCR

No Date

Chainages

&

Side

Description

Rectifications

Proposed by

Concessionaire


Done Status

& 80+220 to

80+285

acceptable.

28 16-07-'12

44+194

Nigade bridge

A2 Raft.

Concreting was carried

out With excavator and

Chute without planning.

Height of fall of concrete

is more than 1.5 m and

concrete is totally

segregated. Due to delay

placing of concrete, cold

joints were formed and

rain protection is not

done.

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

20-11-‘13

Staging and scaffolding

RFI’s checked by PMC. The

design calculation

Closed

out


NCR

No Date

Chainages

&

Side

Description

Rectifications

Proposed by

Concessionaire


Done Status

design and drawing as

per Concession

Agreement clause no. -

70.11.

submitted now. Deck slab

concreting successfully

completed.

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

80+890 to

81+140 (Old

Laid Kerb) -

Casting of Kerb after

cutting already laid DBM

resulting in gap between

Kerb and DBM.

Development of crack on

freshly laid Kerb. Saw

cut grooves not made in

the previously laid / old

Kerb, development of

cracks. No curing

arrangement /

application of curing

compound.

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.

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


NCR

No Date

Chainages

&

Side

Description

Rectifications

Proposed by

Concessionaire


Done Status

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.

45 01-04-'13 52+335

Slab Culvert

Slab culvert is widened

on RHS side with pipe

culvert.

46 02-05-'13

20+144 (RHS)

Balganga P1

Footing

M-35 grade concrete

cubes has failed for 28

day's strength.

16-07-'13


ultra sonic test conducted

and found acceptable.

Closed

out

47 03-05-'13 0+530 to

1+020

Diversion plan not

submitted to IE for

Concurrence. Entry

(LHS) is very close to

Minor bridge (km

0+545), where width is

restricted due to

construction of RCC

crash barriers. Earthen

shoulders 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


NCR

No Date

Chainages

&

Side

Description

Rectifications

Proposed by

Concessionaire


Done Status

turning towards left.

49 16-05-'13 6+490

Diversion plan not

submitted to IE for

Concurrence. Diversion is

sharp and unsafe.

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.

52 16-05-'13 39+030

(RHS)


per drawing no.

MRIPL/SC/LSD/ 39+030

R1. It was already

intimated earlier Letter

No. PIP/ IE/SPITPL/2013

/0908 dt. - 30-01-’13 and


53 16-05-'13 39+133

(RHS)


per drawing no.


R1. It is already


PIP/IE/SPITPL/2013/

0908 dt. 30-01-’13 and


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


per drawing no.


R1. It was already


PIP/IE/SPITPL/2013/

0908 dt. 30-01-’13 and


55 16-05-'13 40+750

(RHS)


per drawing no.


R1. It was already



NCR

No Date

Chainages

&

Side

Description

Rectifications

Proposed by

Concessionaire


Done Status

PIP/IE/SPITPL/2013/

0908 dt. 30-01-’13 and


56 16-05-'13 40+906

Box Culvert


per drawing no.


R1. It was already


PIP/IE/SPITPL/2013/

0908 dt. 30-01-’13 and


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).

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).

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


NCR

No Date

Chainages

&

Side

Description

Rectifications

Proposed by

Concessionaire


Done Status

Construction).

67 18-06-'13 39+130

Box Culvert

Settlement near Box

Culvert.

68 18-06-'13 41+110 to

41+120 (RHS)

Patches on DBM Surface

on New Carriageway.

69 18-06-'13 40+210 to

40+220 (RHS)

Patches on DBM Surface

on New Carriageway.

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

confirming 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

confirming 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

Bridge

Pile foundation work is

carried out without

conducting the initial pile

load test and routine pile

load test at A1, P1, P3,


NCR

No Date

Chainages

&

Side

Description

Rectifications

Proposed by

Concessionaire


Done Status

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



not checked.

81 22-07-'13 69+140 Local

Nallah

The centerline of

highway and bridge



not checked.

82 23-07-'13

77+804

Bhuwan

Bridge

The centerline of

highway and bridge



not checked.

83 23-07-'13 52+089

Nidi Bridge

The centerline of

highway and bridge



not checked.

84 23-07-'13 63+300

Local Nallah

The centerline of

highway and bridge



not checked.

85 23-07-'13 84+488

Indapur Side

The centerline of

highway and bridge


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.


NCR

No Date

Chainages

&

Side

Description

Rectifications

Proposed by

Concessionaire


Done Status

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.

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

Bhogeshawari

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

Bhogeshawari

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

Work carried out for the

wall without concurrence


NCR

No Date

Chainages

&

Side

Description

Rectifications

Proposed by

Concessionaire


Done Status

(RHS) 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.

98 31-08-‘13

Wadkhal

Flyover J2

outer girder

Prestressing girder is

failed during second pre-

stressing. cones have

gone inside and cracks

have developed on

diaphragm. This might

have happened due to

improper supporting




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.

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




101 20-11-‘13

Minor/Major

Bridge

Location

Crash barrier/hard rails

are missing / broken in

many locations. This is

dangerous for the traffic


NCR

No Date

Chainages

&

Side

Description

Rectifications

Proposed by

Concessionaire


Done Status

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,

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.

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 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.


NCR

No Date

Chainages

&

Side

Description

Rectifications

Proposed by

Concessionaire


Done Status

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.

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).

113 30-01-‘14

22+705 to

22+900

DBM is having very high

marshall stability (2300

kg against the design of


NCR

No Date

Chainages

&

Side

Description

Rectifications

Proposed by

Concessionaire


Done Status

(RHS) DBM 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.

119 01-03-‘14 66+808 (RHS)

PCC and foundation is

carried out without

establishing/ confirming

safe bearing capacity of

foundation strata.


NCR

No Date

Chainages

&

Side

Description

Rectifications

Proposed by

Concessionaire


Done Status

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.

121 21-04-‘14

69+200 to

69+340 (RHS)

& 69+800 to

69+900

(RHS).

Bituminous Concrete

without laid constructing

kerb.

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,


NCR

No Date

Chainages

&

Side

Description

Rectifications

Proposed by

Concessionaire


Done Status

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.

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.

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.


NCR

No Date

Chainages

&

Side

Description

Rectifications

Proposed by

Concessionaire


Done Status

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.

Table 4.2. Details of Site Inspection Note No.

Inspection Note No Date

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

Site Inspection No-2 15-03-2012




























Inspection Note No Date







Table 4.3. Details of Audit Reports

Table 4.4 Details of Tests Carried Out

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)


(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)


(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)

Sl. No Audit Report No Date of Audit

1 Audit Report No-1 13-12-2012

2 Audit Report No-2 14-12-2012



Up to

Last Month

During

the Month*

Cumulative*

(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 Table

1000-1

(b) Water absorption IS:2386(Part3)

(c) Specific gravity IS:2386(Part3)

(d)Los Angeles abrasion value IS:2386(Part4)

(e) Aggregate Impact value

(f) Flakiness and Elongation

Index IS:2386(Part-1)

(g) Soundness IS:2386(Part5)

(h)Alkali-aggregate reactivity IS:2386(Part7)

Fine Aggregates

(a) Gradation

IS:383 and

MORT&H Table 1000-1

(b) Water absorption IS:2386(Part3)

(c) Specific gravity IS:2386(Part3)

(d) Fineness Modulus Section 1008 of

MORT&H

Water Chemical

Tests

(a) Organic matter

(b) Inorganic matter

(c) Sulphates(as So4) (d) Suspended matter

(e) Chlorides(as Cl)

(f) pH Value

Admixtures

(a) Dry material content

(b) Ash content

(c) Relative Density

(d) Chloride ion content

(e) pH value

Concrete

(a)Compressive/ Flexural Strength

Section 900 and

Section 1700 of

MORT&H IS:516

For M-10 Grade 7 Days

28 Days


28 Days


28 Days


28 Days


28 Days


28 Days



Up to

Last Month

During

the Month*

Cumulative*

For M-40 Grade (Str.) 7 Days

28 Days

For M-40 Pile Grade 7 Days

28 Days

For M-20 Grade Kerb 7 Days

28 Days

For M-45 Grade 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

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



Up to

Last Month

During

the Month*

Cumulative*

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

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


5.0 TRAFFIC & SAFETY

5.1 Safety Issues at Site

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

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

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

wherever lapses are observed.

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

clearances as per IRC-SP-55.

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

Jackets, etc.

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

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

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

proper locations to guide the vehicles to safety before passing by the work

zones.

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

the traffic safety measures taken.

5.2 Accident data

The accident data is given in Appendix-I.

5.3 Traffic Diversion

Traffic diversions are potential accident spots during construction period. Necessary

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

sharp and not with proper geometry which leads to accidents. Many letters are issued

to Concessionaire to rectify the safety issues at site.

5.4 Maintenance of Existing Highway

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

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

Concessionaire has mostly made the Project Highway to motorable condition except

the diversions. Further, advices were given to the Concessionaire to maintain the

hand rail of structures, vents of structures etc. Also, Concessionaire is advised to take

up pending maintenance issues on priority in view of upcoming monsoon.

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

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

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


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

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

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

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

progress of Construction Works and conforms to Good Industry Practice; provided

further that such interruption and diversion shall be undertaken by the

Concessionaire only with the prior written approval of the Independent Engineer

which approval shall not be unreasonably withheld. For the avoidance of doubt, it is

agreed that the Concessionaire shall at all times be responsible for ensuring safe

operation of the Project Highway.”


6.0 CONTRACTUAL ISSUES

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

Table 6.1 Details of Change of Scope Proposals

Sl.

No

Description of Change of

Scope

Appr. Cost Implication

(Rs. Crores)

Status Pending With

1 Deletion of Palaspe Flyover

at Ch. 0+260 (-) 20.06

Reply to NHAI HQ’s queries

submitted. NHAI

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 also sent to NHAI. NHAI

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.

Approved in

principle by NHAI

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 -

Recommended to NHAI. Cost

implication not yet submitted. NHAI

9 VUP at 23+450 (Hamrapur)

on RHS main carriageway. -

Can be considered on

administrative grounds (To be

confirmed by NHAI)

NHAI

10 Underpasses in Pen City (+) 10.25

NHAI has returned with comments

”Ünactioned”. Further

concessionaire again submitted

and IE has recommended.

NHAI

11 Change in number of spans

of ROB at Pen Ch. 28+283 (+) 17.44

Recommended to NHAI.

Clarifications also sent to NHAI. NHAI


Sl. No

Description of Change of Scope

Appr. Cost Implication

(Rs. Crores)

Status Pending With

12

Wadkhal Bypass by changing

ROB to RUB. Increase in

length from 2.8 km to 3.6

Km.

(+) 20.63

Concessionaire again submitted

proposal to NHAI HQ directly. IE

has recommended the proposal.

NHAI

13 Increase in length of

Wadkhal Bypass by 805m (+) 0.81 Recommended to NHAI. 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.

NHAI

16

Additional VUP on both ends

of Amba Bridge. (Pali

Junction at Ch. 58+660 and

Roha/ Alibaug Junction at

Ch. 58+960)

(+) 28.62

NHAI has rejected the proposal

and advised Concessionaire to

proceed as per Concession

Agreement.

-

17 Additional Culverts at various

locations (+) 2.52

Recommended to NHAI. Reply to

queries by NHAI HQ also

submitted.

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 Service

Road (+) 5.17

Recommended to NHAI.

Clarifications submitted to NHAI. NHAI

6.2 Project Milestones

Project Milestone - I

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

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

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

advised the Concessionaire to submit the details of actual progress (both Physical &

Financial) with substantiating supporting details to enable Independent Engineer to

critically analyse the case.

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

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


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

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

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

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

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

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

Completion Date”.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

including the right of Termination thereof.”

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

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

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

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

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

Extension of Time, for 135 days from stipulated Milestone -1 date (That is upto 03-

05-2013). Accordingly, Independent Engineer has recommended the Extension of

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

Concessionaire.

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

account of extension of Milestone No-1.

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

scheduled Milestone No-1 date).


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

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

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

granted is mutually agreeable to the Concessionaire.

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

immediately.

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

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

the Concession Agreement.

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

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

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

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

was achieved on 01-05-2013 that is 133rd day from Schedule milestone no-1 date,

which was within the recommended period of Extension of Time. However, the

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

Project Milestone - II

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

Schedule-G of the Concession Agreement. Concessionaire vide their letter no.

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

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

construction. Independent Engineer has reviewed and commented vide letter

no. PIP/IE/NHAI/2014/2164 dt. 03-04-2014.


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.

12.66 Km length is not yet handed over for construction. NHAI may speed up further

land acquisition process.

(2) 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 Encroachments: NHAI has issued notice under section 26 of the

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

occupants. Police support is sought. Encroachment removal not yet started.

(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 structure works need to be

improved by concessionaire.


8.0 PROJECT PHOTOGRAPHS

Photo - 01: Embankment layer at Ch. 18+050 (RHS) Photo - 02: WMM Layer at Ch. 18+100 ( LHS).

Photo - 03: GSB Laying at Ch. 26+ 340 (RHS).

Photo - 04: Compaction Checking of Subgrade top

at Ch. 66+850 ( RHS)

Photo - 05: DBM laid at Ch. 76+575 to 76+845

(RHS)

Photo - 06: Prime coat at Ch. 76+575 to 76+846

(RHS)


Photo - 07: P-23 Cap reinforcement in progress at Kharpada bridge at Ch.15+878.

Photo - 08: Approach slab PCC of Bhogeshwari at Ch. 26+188 Indapur side.

Photo-09: RE Wall construction at Ch. 42 +155

(RHS). Photo - 10: PUP at Ch. 79+140 (RHS).

Photo - 11: Stability And Flow Test. Photo - 12: Non-Destructive Tests (NDT) Of RE

Panel


Appendix-A

Comments on Concessionaire’s Monthly Progress Report

Concessionaire has not submitted Progress Report for the current month so far. However,

the comments on the progress report for the month of March’14 are given below.

(1) Details of proposed Changes of Scope not given.

(2) Various issues such as road maintenance, Traffic and safety arrangement at site,

compliance to IE’s NCR’s/Inspection Notes etc. have not been included in the MPR.

(3) The actual quantities executed at site and the reported quantities are different. The

actual quantities are less than what is reported.

(4) As per Chapter - 5.3 ie. Machinery & Manpower list, mobilization details of plant &

machinery number of Pneumatic Tyred Roller (PTR) being used at site are not shown.

(5) List of source approval of different major materials being used in Project work has not

been included in Monthly Progress Report.

(6) Material test details not given.


Appendix-B

Weather

Date

Section-I Section-II

Temperature (◦C) Rainfall (mm)

Temperature (◦C) Rainfall (mm) Minimum Maximum Minimum Maximum

26-03-‘14 27.2 33.8 - 18.0 39.5 -

27-03-‘14 27.0 34.4 - 18.5 40.0 -

28-03-‘14 23.7 35.7 - 16.6 39.1 -

29-03-‘14 23.3 36.8 - 17.4 39.4 -

30-03-‘14 23.3 37.9 - 18.5 39.2 -

31-03-‘14 23.3 37.9 19.4 39.6

01-04-‘14 23.0 37.7 - 20.5 39.9 -

02-04-‘14 22.5 35.0 - 21.3 39.7 -

03-04-‘14 22.4 37.2 - 21.2 39.9 -

04-04-‘14 23.1 38.6 - 22.0 39.5 -

05-04-‘14 23.8 38.9 - 22.4 40.5 -

06-04-‘14 24.6 37.4 - 23.0 39.8 -

07-04-‘14 25.0 37.2 - 22.8 39.0 -

08-04-‘14 25.2 37.3 - 23.0 38.1 -

09-04-‘14 23.9 34.9 - 23.4 38.5 -

10-04-‘14 23.4 35.0 - 23.2 38.1 -

11-04-‘14 22.4 36.2 - 22.5 38.4 -

12-04-‘14 22.5 36.2 - 23.0 38.7 -

13-04-‘14 22.0 36.8 - 23.2 38.5 -

14-04-‘14 22.0 34.3 - 23.0 38.6 -

15-04-‘14 22.0 34.3 - 23.6 39.4 -

16-04-‘14 24.3 35.1 - 23.5 38.0 -

17-04-‘14 25.5 36.5 - 22.4 39.2 -

18-04-‘14 27.1 34.9 - 23.1 39.6 -

19-04-‘14 25.7 35.7 - 23.6 39.0 -

20-04-‘14 25.8 35.4 - 23.2 39.8 -

21-04-‘14 26.0 38.6 - 23.5 39.9 -

22-04-‘14 27.5 38.8 - 23.0 39.6 -

23-04-‘14 27.8 38.8 - 22.8 40.0 -

24-04-‘14 27.9 39.0 - 23.5 39.8 -

25-04-‘14 26.4 38.1 - 23.2 40.1 -


Appendix-C

Important Visits

Nil.


Appendix-D

Minutes of Monthly Progress Review Meeting

Four-Laning of Panvel-Indapur Section of NH-17 (Package No : NHDP-

III/DL4/05)

Nil.


Appendix-E

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

Site Inspection Note No -33

Inspection Note

No.

: 33

Date :

3

10-04-2014

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

Infrastructure Services Pvt. Ltd.

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

33.1 0+300

(RHS)

Drainage problem exist near the

poultry farm. Proper side drain to be

provided. The cross pipe laid near the

entrance to be lowered to make

smooth flow of drainage water.


Sl.

No Chainage/


33.2 0+600 (RHS) Pavement cutting arrangement to be

deployed

33.3 1+400 (LHS) The electric pole to be shifted before

any further layer works.

33.4 6+060 (LHS) Dismantled bituminous material to be

properly disposed off


Sl.

No Chainage/


33.5 26+188 (LHS)

Bhogeshwari

Existing Bridge

Potholes to be repaired.

33.6 42+155 (RHS)

Kasu PUP

Unsuitable/un-approved soil dumped in

the approach (Panvel side) of

Underpass.

33.7 45+900 (LHS)

DBM edge cutting not proper. WMM

surface should be compacted/tested

before corrective DBM is laid as

explained at site.


Sl.

No Chainage/


33.8 45+800 to

48+650 (LHS)

Many of the portions, DBM completely

damaged. Full width has to be cut and

fresh DBM may be laid after making

good the WMM bed below it.


Sl.

No Chainage/


33.9 45+900 to

46+200 (LHS)

Loose dust layer observed below the

removed DBM layer. Such material to

be removed before further

rectifications.

33.10 60+200 to

60+700 (LHS)

Deep cutting. No proper safety

barricading provided.

33.11 66+920 (RHS)

For carrying out field compaction test

with sand replacement method, Rapid

Moisture meter not being used.


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

Site Inspection Note No -34

Inspection Note

No.

: 34

Date :

3

22-04-2014

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

Infrastructure Services Pvt. Ltd.

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/


34.1 0+360 to 0+440

(RHS)

WMM carried out in the widening portion

towards median was segregated and loose.


Sl.

No Chainage/


34.2 6+870 (RHS)

Existing structure deck slab is in bad

condition. Before putting over burden on

existing structure, its adequacy may be

checked.

34.3 42+155 (Kasu

PUP)

Un-approved fill material used in the

approach of RE wall towards Panvel side.

34.4 71+000 to

71+050

Laying temperature of BC was found to be

much lower than specified in MoRTH

specifications.

34.5 71+050

Stakes for the support of sensor wire for

laying of BC were fixed at a larger intervals

(approx 20 m).


Sl.

No Chainage/


34.6 71+050 Labours engaged for BC works did not

wear safety shoes


Appendix-F

Letters from NHAI to Independent Engineer

Sl. No

Date Letter No. Subject

1 01-04-'14 NHAI/PIU/PNVL/P-I/SPITPL/2014/2853 Removal of New Encroachments- Reg

2 01-04-'14 NHAI/PIU/PNVL/BOT/NH-17/PNL-0IND/2014/2881 Maintenance of the Project Highway

3 01-04-'14 NHAI/PIU-PANVEL/P-I/CMS/2014/2886 Diversion of Forest Land (23.6865 Ha.) & Stoppage of work from

65.760 to 66.390 on forest land-Reg.

4 01-04-'14 NHAI/PIU/PNVL/BOT/NH-17/PNL-IND/2014/001 Non Closure of long pending NCR's and Site Inspection Reports-Reg.

5 01-04-'14 NHAI/PIU/PNVL/P-I/SPITPL/2014/2877 Temporary Permission for Installation of Stall on ROW of NH-17 near

village Kharpale, Taluka Pen-Reg.

7 05-04-'14 NHAI/PIU/PNVL/P-I/NH-17/COS/2014/2898 Change of Scope for increase in length of Service Road.

8 05-04-'14 NHAI/PIU/Panvel/PI/IE/2014/2899 Traffic Police Centre, Palaspe.

9 05-04-'14 NHAI/PIU/Panvel/PI/OFC/2014/17 Grant of Permission for Laying Optical Fiber cable.

10 05-04-'14 NHAI/PIU/PANVEL/PI/RetailOutlet/2014/022 Access Permission for S. No. 27/1 (P), 28/4A(P), 3B, 3A1(P) of Village

Balivali, Tal. Pen

11 05-04-'14 NHAI/PIU/PNVL/P-I/NH-17/COS/2014/023 Change of Scope for increase in span for structures at km. 38.336

and km. 43.133- Reg.

12 09-04-'14 NHAI/PIU-PANVEL/P-I/CMS/2014/2887 Work carried out without Approval of Change of Scope.

13 09-04-'14 NHAI/PIU/PNVL/P-I/SPITPL/GEN/2014/048 The Concessionaire regarding the Jindal Charitable Hospital & School

at Ch, 62.650 on RHS.

14 09-04-'14 NHAI/PIU/PNVL/P-I/C Section/20014/052 Proposal for modified cross Section-Reg.

15 09-04-'14 NHAI/PIU/PNVL/P-I/IE/2014/53 Drawing for Rest Area-Reg.

16 09-04-'14 NHAI/PIU/PNVL/P-I/IE/2014/054 Land Acquisition Between Balganga Bridge & Balivali Bridge.

17 09-04-'14 NHAI/PIU/PNVL/P-I/IE/2014/055 Proposal for modified cross Section-Reg.


18 09-04-'14 NHAI/PIU/PNVL/P-I/IE/2014/060 Verification of HFL of Balganga Bridge -Reg.

19 09-04-'14 NHAI/PIU/Panvel/PI/IE/2014/061

HPCL's 12" dia, 165km long underground Uran - Chakan - Shikrapur

LPG Pipeline -Permi8ssion for laying underground 18" dia casing pipe

having 12" dia piggable carrier LPG pipeline along with 3x2" dia OFC

across the NH-17 in Kharpada village-Reg.

20 09-04-'14 NHAI/PIU/Panvel/PI/IE/NOC/2014/062 Proposal for N.A. of Surey No. 11/3,4,5 Village Chinchavan, Tal.

Panvel-Reg.

21 09-04-'14 NHAI/PIU/Panvel/PI/IE/Access/2014/063

Permission to have access of Private property for residential building

on S. No. 82/5A, 82/5B, 82/6, 82/7 at Village Palaspe, Taluka Panvel,

Dist. Raigad on NH-17 at km 2.597 (LHS)-Reg.

22 09-04-'14 NHAI/PIU/Panvel/PI/IE/Retail/Outlet/2014/045

Permission to access from M/S Hindustan Petroleum Ltd. On S. No.

17/1(B) (P) at village Jite, Tal. Pen. Dist. Raigad on NH-17 at Km

18.329 to Km 18.371- Reg.

23 11-04-'14 NHAI/PIU/Panvel/PI/IE/OFC/2014/072 Permission for laying Optical Fiber Cable along NH-17 from Km 0.00

to km 28.824 for the total length of 28.824 km. -Reg.

24 11-04-'14 NHAI/PIU/PNVL/P-I/SPITPL/2014/111 Construction of Balganga Major Bridge@ Ch. 20.144- Non availability

of land for Construction of A1 return wall, RHS-Reg.

25 11-04-'14 NHAI/PIU/PANVEL/P-I/COS/2014/112 Change of Scope proposal for diversion of Nallah at various location

between Ch. 4.900 to Ch. 6.000 (RHS) -Reg.

26 11-04-'14 NHAI/PIU/Panvel/PI/Utility/2014/113 Delay in Payment against IPCs for Electrical Utilities Shifting -Reg.

27 11-04-'14 NHAI/PIU/PNVL/P-I/SPITPL/2014/076 Stoppage of work by Villagers (Karav Village) from Ch. 35+800 to Ch.

38+500 for Demarcation of ROW of NHAI-Reg.

28 11-04-'14 NHAI/PIU/PNVL/P-I/IE/2014/077 Verification of HFL of Balganga Bridge -Reg.

29 16-04-'14 NHAI/PIU/PNVL/P-I/NH-17/COS/2014/125 Change of Scope for increase in length of Service Road-Reg.

30 16-04-'14 NHAI/PIU/PNVL/P-I/SPITPL/2014/128 Interruption Free Telecom Services during general Election 2014 -

Reg.

31 19-04-'14 NHAI/PIU/PNVL/ADMN./2014/141 Closing of NHAI, PIU- Panvel in connection with the General Election

to the Lok Sabha on 17th April, 2014-Reg.

32 22-04-'14 NHAI/PIU/PNVL/P-I/SPITPL/2014/143 Shifting of Water Supply Pipe line of MJP-Reg.


33 24-04-'14 NHAI/PIU/PNVL/P-I/IE & SPITPL/MEETING/2014 /171 Review Meeting Scheduled on 26.04.2014 at PIU Office, NHAI Pune -

Reg.

34 24-04-'14 NHAI/PIU/PNVL/P-I/IE & SPITPL/MEETING/ 2014/ 174 Review Meeting Scheduled on 26.04.2014 at Pune-Reg.

35 29-04-'14 NHAI/PIU/PNVL/P-I/Csection/2014/236 Proposal for modified cross Section -Reg.

36 29-04-'14 NHAI/PIU/PNVL/P-I/Csection/2014/237 Proposal for modified cross Section -Reg.

37 29-04-'14 NHAI/PIU/Panvel/PI/NOC/2014/203 Proposal for N.A. of Gut No. 106 at Village Ambewadi, Tal. Roha,

Dist. Raigad on NH-17 at km 73.528 to km 73.547 on RHS-Reg.

38 29-04-'14 NHAI/PIU/Panvel/PI/IE/NOC/2014/205 Proposal for N.A. of Survey No. 154/3 at village Varasgaon, Tal.

Roha, Dist. Raigad on NH-17 at km 74.299 to km 74.350 on LHS-Reg.

39 29-04-'14 NHAI/PIU-Panvel/P-I/Utility-ZP/2014/207 Shifting of Water Supply lines-Reg.

40 29-04-'14 NHAI/PIU/Panvel/PI/IE/2014/212 Representation from Grampanchayat Jite-Reg.


Appendix-G Letters from Concessionaire to Independent Engineer

Sl No


1 01-04-'14 SPITPL/P-IE/2013-14/2729 Proposal for Change of Scope Underpass at Hamrapur Junction.

2 01-04-'14 SPITPL/P-NHAI/2013-14/2732 Land Availability for the Improvement of the Junction at Phalspe Phata (Ch. 0+270).

3 01-04-'14 SPITPL/P-NHAI/2013-14/2733 Access to Jindal Charitable Hospital and School at Ch. 62+650, RHS-Reg.

4 01-04-'14 SPITPL/P-IE/2013-14/2734 Submission of Group Strata Photos - NCR No. 119.

5 01-04-'14 SPITPL/P-NHAI/2013-14/2741 Constraints in Land Acquisition -Proposal for Modified Cross Section -Reg.

6 03-04-'14 SPITPL/P-IE/2013-14/2749 Submission of Mix Design for Bituminous Concrete.

7 03-04-'14 SPITPL/P-IE/2013-14/2750 Submission of Mix Design for Mastic Asphalt.

8 03-04-'14 SPITPL/P-IE/2013-14/2751 Shifting of Electrical Utilities -Undertaking for Release of withheld amounts.

9 05-04-'14 SPITPL/P-NHAI/2012-13/2752 Land Acquisition Between Balganga Bridge & Balivali Bridge.

10 05-04-'14 SPITPL/P-IE/2013-14/2753 Submission of Design & drawing of Friction Slab with Crash Barrier at approaches.

11 09-04-'14 SPITPL/P-NHAI/2013-14/2758 Stoppage of work by Villagers (Karav Village) from Ch. 35+800 to Ch. 38+500 for Demarcation

of ROW of NHAI-Reg.

12 09-04-'14 SPITPL/P-IE/2013-14/2760 Submission of Design & Drawing of plan & Profile from km 22+000 to 24+000 for MCW and km

23+000 to 23+800 RHS for Service Road.

13 14-04-'14 SPITPL/P-IE/2014-15/2761 Submission of drawing Plan & Profile -Left side service Road km 39+430 to 40+040 (Kharpale

Village).

14 14-04-'14 SPITPL/P-IE/2014-15/2762 Submission of drawing Plan & Profile Main Carriageway from km 16+000 to km 21+000 for your

review.

15 14-04-'14 SPITPL/P-IE/2014-15/2763 Plan & Profile drawings of Main Carriageway from km 25+000 to 27+000 for your Concurrence.

16 19-04-'14 SPITPL/P-IE/2014-15/2783 Request for Source Approval for procurement of Strip Seal Expansion Joints- MAGEBA Bridge

Products Pvt. LTD.

17 19-04-'14 SPITPL/P-IE/2014-15/2789 Submission of Test Results of Borrow Area No. 043 suitable -Request for Concurrence.

18 14-04-'14 SPITPL/P-IE/2014-15/2766 Submission of Monthly Progress Report for March 2014.


Sl No


19 14-04-'14 SPITPL/P-IE/2014-15/2767 Submission of RFI along with Ultrasonic Pulse Velocity and Rebound Hammer Test Results -NCR

No. 32.

20 14-04-'14 SPITPL/P-IE/2014-15/2768 Road Safety Audit- Construction Stage 4th Quarter- Submission of Compliances -Reg.

21 14-04-'14 SPITPL/P-IE/2014-15/2769 Submission of RFI along with Ultrasonic Pulse Velocity Rebound Hammer Test Results - NCR NO.

.34

22 14-04-'14 SPITPL/P-IE/2014-15/2770 Submission of RFI along with Ultrasonic Pulse Velocity and Rebound Hammer Rebound Hummer

Test results -NCR No. 28.

23 14-04-'14 SPITPL/P-NHAI/2014-15/2771 Demarcation of NHAI Boundary (ROW) from Ch. 54+300 to Ch. 55+800, LHS-Stoppage of

Works -Reg.

24 15-04-'14 SPITPL/P-NHAI/2014-15/2782 Video Graphy of Highway NH-17 Panvel to Indapur Km 0+000 to 84+600 for the quarter ending

March 2014.

25 19-04-'14 SPITPL/P-IE/2014-15/2790 Submission of Mix Design for DRY LEAN CEMENT CONCRETE -Request for Concurrence.

26 19-04-'14 SPITPL/P-IE/2014-15/2791 Submission of Mix Design for PAVEMENT QUALITY CONCRETE-Request for Concurrence.

27 19-04-'14 SPITPL/P-IE/2014-15/2792 Submission of Revised Plan & Profile drawings -Main Carriageway from 30+000 to 31+000 for

your Concurrence.

28 24-04-'14 SPITPL/P-IE/2013-14/2796 Submission of Design Temporary work for PUP at Ch. 27+755.

29 24-04-'14 SPITPL/P-NHAI/2014-15/2815 Proposal for Change of Scope for Increase in Length of Service Road.

30 24-04-'14 SPITPL/P-IE/2013-14/2816 Proposal for Change of Scope for Diversion of Nalla at Ch. 4+900 to 4+993

31 24-04-'14 SPITPL/P-NHAI/2014-15/2817 Proposal for Change of Scope for Replacement of Slab culvert to Minor Bridge at km 38.336 &

43.133.

32 26-04-'14 SPITPL/P-NHAI/2014-14/2830 Construction of Bhogeswari Major Bridge @ Ch. 26+188 - Non Availability of Land Construction

of A1 Return Wall and Approaches , RHS-Reg.

33 26-04-'14 SPITPL/P-NHAI/2014-14/2831 Construction of Balganga Major Bridge Bridge @ Ch. 20+144 -Non Availability of Land for

Construction of A1 Return Walls, RHS-Reg.

34 30-04-'14 SPITPL/P-NHAI/2013-14/2832 Condition of Existiing Bhogeswari Major Bridge @ Ch. 26+188, LHS-Reg.

35 30-04-'14 SPITPL/P-NHAI/2013-14/2864 Site Status.

36 30-04-'14 SPITPL/P-IE/2013-14/2865 Lifting hook has not been provided with epoxy point -NCR No. 89


Sl No


37 30-04-'14 SPITPL/P-IE/2013-14/2866 During observation anchor cone plate was broken and went inside after second stage stressing -

NCR No. 100.

38 30-04-'14 SPITPL/P-IE/2013-14/2867 During second stage pestering cones have gone inside & cracks have development on

diaphragm- NCR No. 97

39 30-04-'14 SPITPL/P-IE/2013-14/2868 During second stage pestering cones have gone inside & cracks have development on

diaphragm- NCR No. 98.

40 30-04-'14 SPITPL/P-IE/2013-14/2869

During observation Road work including WMM is complete in above chainage without

construction of Pipe culvert as in concession agreement and concurred Plan and Profile

drawings-NCR No. 105.

41 30-04-'14 SPITPL/P-IE/2013-14/2870 Retaining wall under construction without concurrence of design and drawing Provision for

existing pipe culvert on the retaining wall not Provided. - NCR No. 35.


Appendix-H

Letters Issued by Independent Engineer

Sl

No Date Letter No. To Subject

1 02-04-'14 PIP/IE/NHAI/2014/2159 NHAI Deceleration/Acceleration lanes to the New Fuel Station Under Construction at Km

18+350 (RHS) Not as per Norms and Specifications.

2 02-04-'14 PIP/IE/SPITPL/2014/2160 Concessionaire Site Inspection No-033.

3 02-04-'14 PIP/IE/NHAI/2014/2161 NHAI Leave Absence of Team Leader Cum Sr. Highway Engineer.

4 03-04-'14 PIP/IE/NHAI/2014/2162 NHAI Proposal for Interim Improvements to the Junction at Palaspe (Ch. 0+270)-

Reminder No-3.

5 03-04-'14 PIP/IE/SPITPL/2014/2163 Concessionaire Non Closure-NCR No-119-Minor Bridge at Ch. 66+808 (RHS).

6 03-04-'14 PIP/IE/NHAI/2014/2164 NHAI Project Milestone -II-Comments.

7 03-04-'14 PIP/IE/NHAI/2014/2165 NHAI Realistic Target DBM Lengths.

8 05-04-'14 PIP/IE/SPITPL/2014/2166 Concessionaire Quality Issues.

9 07-04-'14 PIP/IE/SPITPL/2014/2167 Concessionaire Air Pollution Inside Crusher Plant at Pali.

10 07-04-'14 PIP/IE/SPITPL/2014/2168 Concessionaire Maintenance of Highway-Comments.

11 07-04-'14 PIP/IE/SPITPL/2014/2169 Concessionaire Letters From Traffic Police.

12 09-04-'14 PIP/IE/NHAI/2014/2170 NHAI Submission of Insurance Documents for Consultancy Services.

13 09-04-'14 PIP/IE/SPITPL/2014/2171 Concessionaire Non- Submission of Monthly Progress Report of March ’14.

14 09-04-'14 PIP/IE/NHAI/2014/2172 NHAI Monthly Progress Report No-26 (March ‘14).

15 09-04-'14 PIP/IE/SPITPL/2014/2173 Concessionaire Drawings For Strip Seal Expansion Joint by M/s Sanfield India Ltd-Concurrence.

16 09-04-'14 PIP/IE/NHAI/2014/2174 NHAI Verification of HFL of Balganga Bridge.

17 10-04-'14 PIP/IE/NHAI/2014/2175 NHAI Copy of Power of Attorney to Mr. Sushil Kumar Singhal to Act as Engineer of the

Project.

18 10-04-'14 PIP/IE/SPITPL/2014/2176 Concessionaire Copy of Power of Attorney to Mr. Sushil Kumar Singhal to Act as Engineer of the

Project.

19 10-04-'14 PIP/IE/NHAI/2014/2177 NHAI Permission to Access from M/s Hindustan Petroleum Ltd. on S. No. 17/1(B) (P) at


Sl


Village - Jite, Tal. Pen, Dist. Raigad on NH -17 at Km 18+329 to Km 18+371.

20 10-04-'14 PIP/IE/NHAI/2014/2178 NHAI

Permission for Access to the Private Property for Residential Building on Survey No.

82/3, 82/5A, 82/5B, 82/6, 82/7 at Village - Palaspe, Tal. Panvel, Dist. Raigad on NH

-17 Km 2+597 (LHS)-Comments.

21 11-04-'14 PIP/IE/NHAI/2014/2179 NHAI Leave Absence of Assistant Highway Engineer Mr. Pillai Arun Rajan.

22 11-04-'14 PIP/IE/SPITPL/2014/2180 Concessionaire Drawing For Rest Area at Ch. 60+285.

23 11-04-'14 PIP/IE/NHAI/2014/2181 NHAI

Application by M/s Hindustan Petroleum Limited Seeking Permission For laying

Underground 18” dia Casing pipe having 12” dia Piggable Carrier LPG Pipeline along

with 3X2” dia OFC Across the NH-17, Village -Kharpada, Tal- Pen-Comments.

24 11-04-'14 PIP/IE/NHAI/2014/2182 NHAI Change of Scope Proposal For Vehicular Underpass at Hamarapur Phata at Ch.

23+460.

25 11-04-'14 PIP/IE/SPITPL/2014/2183 Concessionaire Plan and Profile Drawings for Ch. 22+000 to 24+000 for MCW and Ch. 23+000 to

23+800 RHS for Service Road (Near Hamarapur Junction)-Comments.

26 11-04-'14 PIP/IE/NHAI/2014/2184 NHAI Proposal For N.A. Permission of Survey No. 11/3, 4, 5 Village - Chinchwan, Tal.

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

27 11-04-'14 PIP/IE/SPITPL/2014/2185 Concessionaire Revised Plan and Profile Drawing to Km 16+000 to 21+000 with Modified Cross

Section.

28 11-04-'14 PIP/IE/NHAI/2014/2186 NHAI Land Acquisition between Balganga (Ch. 20+144) and Bhogeshwari (Ch. 20+754)-

Comments.

29 11-04-'14 PIP/IE/SPITPL/2014/2187 Concessionaire Ultrasonic Pulse Velocity and Rebound Hammer Test Results- NCR No - 028- Non-

Closure.

30 11-04-'14 PIP/IE/NHAI/2014/2188 NHAI Proposal for Modified Cross Section for at-grade Construction Where Land

Constraints Exist-Comments.

31 11-04-'14 PIP/IE/SPITPL/2014/2189 Concessionaire Concurrence of Mix Design for Mastic Asphalt For Section-(I Km 0+000 to 42+000).

32 11-04-'14 PIP/IE/SPITPL/2014/2190 Concessionaire Mix Design for Bituminous Concrete For Section-I (Km 0+000 to 42+000)- Trial

Section to be Done.

33 12-04-'14 PIP/IE/NHAI/2014/2191 NHAI Quarterly Progress Report No-09 (January - March 2014)


Sl


34 12-04-'14 PIP/IE/SPITPL/2014/2192 Concessionaire Site Inspection Note No-33 dt. 10-04-’14.

35 12-04-'14 PIP/IE/SPITPL/2014/2193 Concessionaire Design and Drawings of Crash Barrier And Friction Slab-Comments.

36 12-04-'14 PIP/IE/SPITPL/2014/2194 Concessionaire Section-II- Un-Suitable/Un-Approved Soil Dumped in Embankment at Ch. 42+155

(RHS).

37 12-04-'14 PIP/IE/SPITPL/2014/2195 Concessionaire Change of Scope Proposal For Diversion of Nallah at Ch. 4+900 to 4+993 (RHS)-

Comments

38 12-04-'14 PIP/IE/SPITPL/2014/2196 Concessionaire Non- Closure of Long Pending NCR’s and Site Inspection Reports- Reminder No-3.

39 12-04-'14 PIP/IE/NHAI/2014/2197 NHAI Request Seeking Permission For Laying Optical Fiber Cable by Reliance Jio along NH-

17 from Km 0+000 to 28+824 -Comments.

40 12-04-'14 PIP/IE/NHAI/2014/2198 NHAI Parliament Election Polling Day.

41 19-04-'14 PIP/IE/SPITPL/2014/2199 Concessionaire Site Inspection No-034.

42 21-04-'14 PIP/IE/SPITPL/2014/2200 Concessionaire Revised Plan and Profile Drawing For Ch. 16+000 to 21+000 with Modified Cross

Section.

43 21-04-'14 PIP/IE/SPITPL/2014/2201 Concessionaire Revised Plan and Profile Drawing Main Carriageway For Ch. 30+000 to 31+000-

Concurrence.

44 21-04-'14 PIP/IE/SPITPL/2014/2202 Concessionaire Revised Plan and Profile Drawings of Main Carriageway For Ch. 25+000 to 27+000-

Comments.

45 21-04-'14 PIP/IE/NHAI/2014/2203 NHAI Leave Absence of Assistant Highway Engineer Mr. Neeraj. M. Patil.

46 21-04-'14 PIP/IE/SPITPL/2014/2204 Concessionaire NCR No-120-Kasu PUP Approach Panvel Side at Ch. 42+155 (RHS).

47 21-04-'14 PIP/IE/SPITPL/2014/2205 Concessionaire NCR No-121-Bituminous Concrete Done Without Constructing Kerb From Ch.

69+200 to 69+340 (RHS) & Ch. 69+800 to 69+900 (RHS).

48 21-04-'14 PIP/IE/SPITPL/2014/2206 Concessionaire NCR No-122-Kerb at Ch. 58+040 (RHS)- Formation of Kink Near Structure Location

(Minor Bridge).

49 21-04-'14 PIP/IE/SPITPL/2014/2207 Concessionaire NCR No-123-WMM IInd layer From Ch. 61+330 to 61+410 (RHS).

50 21-04-'14 PIP/IE/SPITPL/2014/2208 Concessionaire NCR No-124-Major Bridge at Ch. 44+155 Nigade (RHS).

51 21-04-'14 PIP/IE/SPITPL/2014/2209 Concessionaire NCR No-125-Kharpada Bridge at Ch. 15+878 (LHS).


Sl


52 21-04-'14 PIP/IE/SPITPL/2014/2210 Concessionaire NCR No-126- Kasu PUP RE wall Backfilling Panvel Side at Ch. 42+155 (RHS).

53 21-04-'14 PIP/IE/NHAI/2014/2211 NHAI Submission of Insurance Documents for Consultancy Services.

54 21-04-'14 PIP/IE/SPITPL/2014/2212 Concessionaire Design and Drawings of VUP at Ch. 23+460 (Hamarapur).

55 21-04-'14 PIP/IE/SPITPL/2014/2213 Concessionaire Section-II- Rectification Works For Mismatching of Highway And Structures.

56 21-04-'14 PIP/IE/SPITPL/2014/2214 Concessionaire NCR No-127- Box/Slab Culvert at Ch. 70+227.

57 21-04-'14 PIP/IE/SPITPL/2014/2215 Concessionaire NCR No-128-Box/Slab Culvert at Ch. 69+849.

58 21-04-'14 PIP/IE/SPITPL/2014/2216 Concessionaire NCR No-129-DBM in the Approach of Minor Bridge ‘Patansai’ at Ch. 57+976 (RHS).

59 21-04-'14 PIP/IE/SPITPL/2014/2217 Concessionaire Various Quality Issues.

60 21-04-'14 PIP/IE/SPITPL/2014/2218 Concessionaire Stoppage of Works From Ch. 54+300 to 55+800-Comments.

61 21-04-'14 PIP/IE/NHAI/2014/2219 NHAI Site Status Report No- 36 as on 15-04-’14.

62 23-04-'14 PIP/IE/SPITPL/2014/2220 Concessionaire NCR No-130-BC From Ch. 69+200 to 70+380 (RHS)-Surface Regularity Test not

Carried Out Over DBM Surface.

63 23-04-'14 PIP/IE/SPITPL/2014/2221 Concessionaire NCR No-131- Bhogeshwari Bridge at Ch. 26+188 (RHS)-Abutment A2 Retaining Wall.

64 23-04-'14 PIP/IE/SPITPL/2014/2222 Concessionaire NCR No-132- Bhogeshwari Bridge at Ch. 26+188 (RHS) Abutment A2 Crash Barrier.

65 23-04-'14 PIP/IE/SPITPL/2014/2223 Concessionaire NCR No-133- VUP Raft at Ch. 30+930 (RHS).

66 23-04-'14 PIP/IE/SPITPL/2014/2224 Concessionaire NCR No-134- Pen ROB Retaining Wall at Ch. 28+535 (LHS).

67 23-04-'14 PIP/IE/NHAI/2014/2225 NHAI Leave Absence of Sr. Quality Cum Material Expert Mr. M. V. K. Appa.

68 23-04-'14 PIP/IE/SPITPL/2014/2226 Concessionaire NCR No-135- BC Laying At CH. 71+000 to 71+050 (RHS).

69 23-04-'14 PIP/IE/SPITPL/2014/2227 Concessionaire Borrow Area No-43- Concurrence.

70 23-04-'14 PIP/IE/SPITPL/2014/2228 Concessionaire Source Approval For Procurement of Strip Seal Expansion Joint MAGEBA Bridge

Products. Pvt. Ltd-Comments.

71 23-04-'14 PIP/IE/SPITPL/2014/2229 Concessionaire Mix Design For Dry Lean Concrete -Concurrence.

72 24-04-'14 PIP/IE/SPITPL/2014/2230 Concessionaire Plan and Profile Drawing Service Road For Ch. 39+430 to 40+040-Comments.

73 24-04-'14 PIP/IE/SPITPL/2014/2231 Concessionaire NCR No-032- Ultrasonic Pulse Velocity and Rebound Hammer Test Results-Closure of

NCR.


Sl


74 24-04-'14 PIP/IE/SPITPL/2014/2232 Concessionaire Non Closure of NCR No-028- Nigade Major Bridge (Ch. 44+194) A2 Raft.

75 24-04-'14 PIP/IE/SPITPL/2014/2233 Concessionaire Site Inspection Note No-34 dt. 22-04-’14.

76 24-04-'14 PIP/IE/NHAI/2014/2234 NHAI Change of Scope Proposal for Increase In Span For Structures at Ch. 38+336 and

Ch. 43+133-Comments.

77 24-04-'14 PIP/IE/SPITPL/2014/2235 Concessionaire NCR No-034- Ultrasonic Pulse Velocity and Rebound Hammer Test Results- Closure.

78 24-04-'14 PIP/IE/SPITPL/2014/2236 Concessionaire Slow Progress of Shifting of MJP Water Pipeline.

79 24-04-'14 PIP/IE/NHAI/2014/2237 NHAI Change of Scope for Increase in Length of Service Road-Comments.

80 24-04-'14 PIP/IE/NHAI/2014/2238 NHAI Review Meeting Scheduled on 26-04-2014 at PIU Office, NHAI Pune-Details of

Attended.

81 28-04-'14 PIP/IE/SPITPL/2014/2239 Concessionaire Section-II-Mix Design For Pavement Quality Concrete -Concurrence.

82 28-04-'14 PIP/IE/NHAI/2014/2240 NHAI Leave Absence of Bridge Engineer Mr. Nagaraja Rao.

83 28-04-'14 PIP/IE/NHAI/2014/2241 NHAI Leave Absence of Asst. Quality Material Engineer Mr. Raffiuddin .N. Badure.

84 28-04-'14 PIP/IE/NHAI/2014/2242 NHAI Request to Release Withheld Amounts of our Invoices -Reminder No-12.

85 28-04-'14 PIP/IE/SPITPL/2014/2243 Concessionaire Quality Issues.

86 29-04-'14 PIP/IE/NHAI/2014/2244 NHAI Change of Scope Proposal For Diversion of Nallah at Ch. 4+900 to 4+993 (RHS)-

Comments

87 29-04-'14 PIP/IE/SPITPL/2014/2245 Concessionaire Design and Drawings of Crash Barrier And Friction Slab-Comments.

88 29-04-'14 PIP/IE/NHAI/2014/2246 NHAI Leave Absence of Assistant Highway Engineer Mr. Pillai Arun Rajan.


Appendix-I

1. Stretch Panvel to Indapur Accident Data & Observations 2. Stretch Chainage 0+000 to 84+600. 3. State Maharashtra. 4. District Raigad

5. Police Station Palaspe, Nagothane, New Panvel, SP Traffic Control Office Alibag.

6. National Highway No. NH - 17

Month : April-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

Nature of

Accident

Classification

of Acciden

t

Causes Road

Features

Road Condit

ion

Intersection

Type & Control

Weather Condition

Fatal

Grievous

Minor Non-

Injured

1 04-04-2014 12.45

Nagothen

petrol pump 4 3 2 1 6 1 Tralour +Truck Police

2 05-04-2014 19.00 Pugoan 4 3 2 1 4 1 Tanker + Tractor

Police

3 12-04-2014 11.00 khamb 4 3 2 4 4 1 car + car

Police

4 13-04-2014 16.45 Sukeli Pass 3 2 2 2 6 1 Maruti car +

M/cycle 2 Police

5 14-04-2014 14.45 Varas goan 3 2 2 4 4 1 2M/cycles 4 Police

6 15-04-2014 10.45 Barpada 3 2 2 4 4 1 unknown 1 Police

7 15-04-2014 JWR

Company 1 2 2 1 4 1 Tanker/ M Cycle 1 Police

8 16-04-2014 2.30 Sukeli Pass 2 3 2 4 1 1 ST Bus/ Mcycle 1 Police

9 16-04-2014 2.45 Namrata

Hotel 2 4 2 1 4 1 Tempo / Mcycle 3 Police

10 16-04-2014 16.30 Varas goan 4 3 2 1 4 1 car Police

11 17-04-2014 14.15 Nidi 1 2 2 4 5 1 Gas Tanker /

Mcycle 1 Police

12 17-04-2014 Turmale 2 3 2 4 4 1 Tempo/M cycle 1 Police

13 18-04-2014 16.10 Talavali 4 3 2 4 4 1 Jeep / car/ jeep Police


14 19-04-2014 13.05 Patni

Pandapur 4 3 2 1 4 1 Police Jeep /car Police

15 24-04-2014 12.30 Ghandhe

pada 3 2 2 1 4 1

Container /

mcycle 1 Police

16 14-04-2014 9.45 Vakan 4 2 2 1 6 1 ST Bus / Tanker Police

17 24-04-2014 21.00 Ghotwal 2 2 2 4 4 1 Tanker / Tempo 3 Police

18 27-04-2014 15.00 Aamtem 3 2 2 1 4 1 Magic / Car 1 Police

19 27-04-2014 15.15 Palas 4 3 2 1 4 1 ST Bus / Dumper Police

20 27-04-2014 23.00 Ratwad 2 2 2 4 4 1 Car / Unknown 1 Police

21 30-04-2014 8.30 Khamb 1+2 2 2 4 4 1 Truck / Car 1 1 Police

'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


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

Sl. No. Chainage (km) Village

1 37 + 500 Gadab

2 56 + 320 Nagothane

3 62 + 500 Sukheli

4 68 + 180 Khamb

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

identified the following locations as black spots:

(1) Nagothane (Ch. 54+000)

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


Appendix-J

Highway Progress


Appendix-K

Structure Progress


`

Work Completed Till End of Last Month

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

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

P-7

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

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

Progress during this month

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

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

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


`

`

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

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

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

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

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

No. of Girder cast during this month : 2 NosWork Completed Till End of Last

Month

Progress during this month Total no of Girders : 304 Nos

No. of Girder cast till end of last month : 12 No

cc c c c c c c c c

c c c c c c c c c c


`

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

Progress during this month Total no of Girders : 91 Nos

No. of Girder cast during this month : 2 NosWork Completed Till End of Last Month

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

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

P-24 A-25P-18 P-19 P-20 P-21 P-22 P-23P-10 P-12 P-13 P-14 P-15

P-5P-4

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

P-2P-1


No. of Girder cast till end of last month : 16NosProgress during this month

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


Total no of Girders : 16 Nos

No. of Girder cast during this month : 0 Nos

A1P1 P2 P3

A2


`

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

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

P-4 P-5 P-6

A-2


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

Progress during this monthTotal no of Girders : 28 Nos

No. of Girder cast till end of last month : 28 Nos

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


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


Major bridge at Ch. 44+155 (Nigade)-RHS

No. of Girder cast during this month : 2

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

P-2 P-4

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


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

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


Total No. of Girder : 32 No.

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

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

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



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



P-9

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

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


P-10

A-2

P-11A-1

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


Minor Bridge at Ch. 0+554 (LHS)

A-1P-1

P-2 A-2

A-2

Minor Bridge at Ch. 0+554 (RHS)

A-1 P-1 P-2

A2P-1 A-2

A1Minor Bridge at Ch. 9+363-LHS

A2P-1


A-2A1

Minor Bridge at Ch. 9+363-RHS



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

A2A1P1 P2 P3

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

Minor Bridge at Ch. 29+728 (LHS)

A2

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

P-1



A-2A1


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

A1 P1 P2 P3 A2

A2P-1 A-2A1

Minor Bridge at Ch. 57+976 (Patansai)-RHS

A2A- 2A-1

Minor Bridge at Ch. 59+396 (RHS)

A2



A- 2A-1 Minor Bridge at Ch. 59+848 (Godsai)-RHS


62+01

`

A2

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

A2


A2P-1 A-2A1

Minor Bridge at Ch. 64+236-(RHS)

A2

Minor Bridge at Ch. 66+810(LHS)




A2

Minor Bridge at Ch. 66+810(RHS)

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

A2A1 A-2


A2



P-1 A-2A1



A2


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

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

Minor Bridge at Ch. 72+250-(LHS)

A-2P-1P-3

P-4



A-1 P-2



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

A1 P1 A2


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

A2

Minor Bridge at Ch. 83+920(LHS)

A- 2A-1

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


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

A-1 P-1 P-2


A-2


Appendix-L

Status of Vehicular Underpasses

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

RHSLHS

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



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

LHS RHS


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

Vehicular Underpass (VUP) at Ch. 28+535 - (PEN) PUP Converted to VUPLHS RHS

LHS RHS

Vehicular Underpass (VUP) at Ch. 30+930 WADKHAL


LHS RHS

Vehicular Underpass (VUP) at Ch. 33+670 WADKHAL



Vehicular Underpass (VUP) at Ch. 54+450 - Nagothane(ADDITIONAL)LHS RHS

Vehicular Underpass (VUP) at Ch. 56+060 - NagothaneLHS RHS

Vehicular Underpass (VUP) at Ch. 73+760 - Kolad LHS RHS


LHS RHS


Vehicular Underpass (VUP) at Ch. 74+780 - Kolad(SH-60)(ADDITIONAL)


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



Pedestrian Underpass (PUP) at Ch. 30+112 (UCHEDE)

LHS RHS


Pedestrian Underpass (PUP) at Ch. 37+529

LHS RHS

Pedestrian Underpass (PUP) at Ch. 39+740 KHAPALE (ADDITIONAL)

LHS RHS

Pedestrian Underpass (PUP) at Ch. 42+155 - KasuLHS RHS

q



Pedestrian Underpass (PUP) at Ch. 45+225 - NigadeLHS RHS


Pedestrian Underpass (PUP) at Ch. 49+280 - KoletiLHS RHS

Pedestrian Underpass (PUP) at Ch. 50+845 -PALAS (ADDITIONAL)

LHS RHS

Pedestrian Underpass (PUP) at Ch. 55+840 - NagothaneLHS RHS



Pedestrian Underpass (PUP) at Ch. 68+320 - KhambLHS RHS


RHSPedestrian Underpass (PUP) at Ch. 76+315 - Talavali

LHS


LHS RHSPedestrian Underpass (PUP) at Ch. 79+140 - Ratvad



Appendix-N

1 5+349 5+381

2 5+435 5+493

3 6+524 6+531

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+513

14 18+040 18+038

15 18+446 18+481

16 20+963 20+968

17 24+259 24+248

18 27+524 27+508

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+687

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

PC

C

Fo

un

da

tio

n

Ab

utm

en

t/

Wa

ll


Ab

utm

en

t/

Wa

ll

De

sig

n

Ch

ain

ag

e

SR LHS

Ex

ca

va

tio

n

PC

C

Status Of Slab Culverts/Box Culverts MCW LHS MCW RHS

Ex

ca

va

tio

n

PC

C

Fo

un

da

tio

n

Ab

utm

en

t/

Wa

ll

Ex

ca

va

tio

n

Sl.

NoC

ha

ina

ge

(A

s

pe

r C

A)

Fo

un

da

tio

n

Ab

utm

en

t/

Wa

ll

SR RHS

Ex

ca

va

tio

n

PC

C

Fo

un

da

tio

n


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+966

53 42+170 42+249

54 42+442 42+520

55 42+967 42+922

56 43+055 43+045

57 43+326 43+133

58 45+264 45+343

59 45+489 45+568

60 45+672 45+751

61 45+784 45+864

62 45+889 45+977

63 45+939 46+016

64 46+042 46+122

65 46+238 46+313

66 46+544 46+619

67 47+169 47+244

68 47+353 47+428

69 47+428 47+627

70 47+752 47+750

71 47+833 47+909

72 48+725 48+722

73 48+800 48+870

74 50+093 50+163

75 50+460 50+531

76 51+407 51+478

77 51+611 51+681

78 52+269 52+335

79 52+416 52+484

80 52+773 52+841

81 53+390 53+456

82 53+594 53+661

83 53+825 53+900

84 54+746 54+815

85 55+266 55+335

86 56+099 56+165

87 56+449 56+517

88 56+583 56+651

89 57+022 57+090

90 57+256 57+325

Work Completed Till End of Last Month Progress during this Month

PC

C

Fo

un

da

tio

n

Ab

utm

en

t/

Wa

ll

SR RHS

Ex

ca

va

tio

n

PC

C

Fo

un

da

tio

n

Ab

utm

en

t/

Wa

ll

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

Ab

utm

en

t/

Wa

ll

Ex

ca

va

tio

n

PC

C

Fo

un

da

tio

n

Ab

utm

en

t/

Wa

ll

De

sig

n C

ha

ina

ge

SR LHS

Ex

ca

va

tio

n


91 57+465 57+533

92 57+733 57+801

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+537

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+221

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


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

Ab

utm

en

t/

Wa

ll

SR RHS

Ex

ca

va

tio

n

PC

C

Fo

un

da

tio

n

Ab

utm

en

t/

Wa

ll

Sl.

NoC

ha

ina

ge

(A

s

pe

r C

A)

MCW LHS MCW RHS

PC

C

Fo

un

da

tio

n

Ab

utm

en

t/

Wa

ll

Ex

ca

va

tio

n

PC

C

Fo

un

da

tio

n

Ab

utm

en

t/

Wa

ll

Ex

ca

va

tio

n


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+183 6+190

28 6+448 6+454

29 6+595 6+605

30 6+728 6+736

31 7+170 7+014

32 7+308 7+310

33 7+567 7+571

34 7+811 7+816

35 8+047 8+055

36 8+195 8+130

37 8+246 8+192

38 8+303 8+306

39 8+499 8+444

40 8+606 8+538

41 8+670 8+606

42 8+723 8+672

43 8+758 8+725

44 8+967 8+920

45 9+107 9+110

46 9+265 9+264

47 9+460 9+460

48 9+612 9+612

49 9+705 9+709

50 9+844 9+849

51 10+164 10+168

52 10+260 10+264

53 10+412 10+413


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

Sl.

No

Ch

ain

ag

e

Status Of Hume 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


54 10+464 10+466

55 10+602 10+603

56 10+901 10+903

57 11+100 11+102

58 11+175 11+174

59 11+292 11+295

60 11+422 11+421

61 11+481 11+480

62 11+595 11+599

63 11+678 11+677

64 11+760 11+764

65 11+877 11+880

66 12+055 12+055

67 12+144 12+148

68 12+259 12+258

69 12+497 12+497

70 12+566 12+567

71 12+658 12+659

72 12+825 12+826

73 13+179 13+180

74 13+395 13+394

75 13+527 13+524

76 13+924 13+922

77 14+172 14+170

78 14+242 14+272

79 14+380 14+380

80 14+511 14+511

81 14+858 14+858

82 15+169 15+170

83 17+970 17+970

84 18+379 18+428

85 18+482 18+557

86 18+556 18+935

87 18+808 19+322

88 18+918 19+425

89 19+208 19+711

90 19+323 19+820

91 21+284 21+284

92 21+551 21+551

93 22+169 22+168

94 22+804 22+798

95 23+077 23+070

96 23+166 23+158

97 23+315 23+377

98 23+375 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


PC

C

Pip

e L

ay

ing

He

ad

Wa

ll

Ch

ain

ag

e

De

sig

n

Ch

ain

ag

e

Ex

cav

ati

on

PC

C

Pip

e L

ay

ing


Ex

cav

ati

on

PC

C

Pip

e L

ay

ing

He

ad

Wa

ll

SR LHS SR RHS

Ex

cav

ati

on

Sl.

No

MCW LHS MCW RHS

Ex

cav

ati

on

PC

C

Pip

e L

ay

ing

He

ad

Wa

ll

He

ad

Wa

ll


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+290

122 29+959 29+959

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+127

144 42+325 42+412

145 42+844 42+808

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+700

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


Pip

e L

ay

ing

He

ad

Wa

ll

PC

C

MCW LHS

PC

C

Pip

e L

ay

ing

He

ad

Wa

ll

Ex

cav

ati

on


Sl.

No

Ch

ain

ag

e

SR RHS

Ex

cav

ati

on

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

cav

ati

on

PC

C

Pip

e L

ay

ing

MCW RHS

Ex

cav

ati

on


168 53+126 53+204

169 53+276 53+355

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+517

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

207 68+207 68+266

208 68+328 68+400

209 68+408 68+480

210 69+520 69+580

211 70+477 70+537

212 70+574 70+660

213 70+765 70+825

214 71+018 71+078

215 71+205 71+265

216 72+016 72+075

217 72+213 72+085

218 72+391 73+450

219 72+491 73+550

220 74+591 74+575

221 74+970 75+029

222 76+341 76+400

223 78+537 78+598

224 78+697 78+755

225 79+714 79+764

226 80+912 80+941

227 81+772 81+861

228 82+986 82+900

229 83+629 83+687


Ex

cav

ati

on

PC

C

He

ad

Wa

ll

SR LHS

Ex

cav

ati

on

PC

C

Pip

e L

ay

ing

He

ad

Wa

ll


Pip

e L

ay

ing

De

sig

n C

ha

ina

ge

He

ad

Wa

ll

Sl.

No

Ch

ain

ag

e

MCW LHS MCW RHS

Ex

cav

ati

on

PC

C

SR LHS

Ex

cav

ati

on

PC

C

Pip

e L

ay

ing

Pip

e L

ay

ing

He

ad

Wa

ll