NATIONAL HIGHWAYS AUTHORITY OF INDIA - nhai.org.innhai.org.in/spw/IEReport/MIR-44 Feb 2017.pdf · NATIONAL HIGHWAYS AUTHORITY OF INDIA ... NAGPUR INDIA M O N T H L Y I N ... Total

NATIONAL HIGHWAYS AUTHORITY OF INDIA

FOUR LANING OF SOLAPUR (KM 249+000) –MAHARASHTRA /

KARNATAKA BORDER (KM 348+800) SECTION OF NH-9 (DESIGN

LENGTH - 100.06 KM) IN THE STATE OF MAHARASHTRA ON DESIGN,

BUILD, FINANCE, OPERATE AND TRANSFER (DBFOT) BASIS UNDER

NHDP PHASE-III.

Independent Engineer

M/s ARTEFACT PROJECTS LTD

Project Management Consultants ● Consulting Engineers ● Planners

MONTHLY INSPECTION REPORT NO. 44

FEBRUARY 2017

ARTEFACT PROJECTS LTD. NAGPUR INDIA

M O N T H L Y I N S P E C T I O N R E P O R T N O : 4 4 , F E B R U A R Y 2 0 1 7

Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9 from Km.249.000 to

Km.348.800 under NHDP Phase III in the State of Maharashtra on BOT (Toll) Basis.

TABLE OF CONTENTS

S. NO DESCRIPTION PAGE NO

1 Executive Summary 01-37

1.1 Summary for the Month of September 2016 01-05

1.2 Critical Issues & Action Log 06-07

1.2.1 Pending Issues and Action Log 06-07

1.2.2 Obligations as per Contract 08

1.3 Project overview 09-14

1.3.1 Salient Features of Project 09-10

1.3.2 Project Milestones 11-12

1.3.3 Location Map 13

1.3.4 Key Plan 14

1.4 Physical progress 15-16

1.4.1 Physical progress summary 15

1.4.2 Detailed Scope of Work & Physical Progress by Component 16

1.5 Strip plan 17-19

1.5.1 Strip Plan details 17-18

1.5.2 Summary of Strip Plan 19

1.6 Land Acquisition and Clearances 20-24

1.6.1 LA Summary 20

1.6.2 LA Summary by CALA 21

1.6.3 Clearances Summary 22

1.6.4 Status of Utility Shifting 23-24

1.7 Change of Scope 25

1.8 Mobilization of Resources Status of Concessionaire 26-30

1.9 Financial Project Details 31-32

1.9.1 Pen Picture Escrow 31

1.9.2 Escrow Details 31

1.9.3 “S”-Curve 32

1.10 Monitoring of Operation & Maintenance Obligations 33

1.10.1 Maintenance Status during Construction Stage 33

1.10.2 Maintenance Status during Operation Stage 33

1.11 Pen Pictures on Safety Features 34

1.12 Details of Physical components 35

1.13 Design Parameters 36-37

2.0 Physical Progress in Km 38-40

2.1 Cumulative Physical Progress Main Carriageway 38

2.1.1 Main Carriageway Section-I 39

2.1.2 Main Carriageway Section-II 40

2.2 Cumulative Physical Progress Service road 41-43

2.2.1 Service road Section-I 42

2.2.2 Service road Section-II 43

2.3 Cumulative Structure Progress Nos. 44-46

2.3.1 Structure Progress Nos. Section-I 45

2.3.2 Structure Progress Nos. Section-II 46

2.4 Status of Design Review 47

2.5 Status of approval of Construction Methodology 48





S. NO DESCRIPTION PAGE NO

3.0 Quality Assurance & Quality Control 49-65

3.1 Laboratory Equipment’s 49-54

3.2 Material Testing 55

3.2.1 Scope of Tests 55

3.2.2 Source of Aggregates & Natural sand 56

3.2.3 Concrete Mix design 57

3.3 Bituminous Mix design 57

3.4 Quality Control Tests 57-64

3.5 Material Supplier 65

4.0 Environmental Management 66-69

4.1 Status of various permissions/Approvals 66

4.2 Tree cutting status 67

4.3 Borrow Area operation 67

4.4 Weather Report 68-69

5.0 Road Safety 70

5.1 Road Accident Data 70

6.0 Major defects and deficiencies 71

6.1 Critical Site observations and compliance 71

6.2 NCR’S 71 6.2.1 NCR issued during this month 71 6.2.2 Compliance status of NCRS’s 71

7.0 Monthly Inspection Report 72-83

8.0 COS/Variations 84

8.1 Positive COS Deposit Contribution 84

9.0 Dispute/Claims 85

10.0 Site visits and Meetings 86

11.0 Site Progress Photographs 87-88

APPENDICES 89-94

A Mobilization of IE 89-90

B Organization Chart 91

C Correspondences 92-94





Page No.1

1.0 Executive Summary

1.1 Summary of Progress for the Month of February 2017.

Total Length of the Project Highway is 100.06 Km from Ch. 249+000 to Ch. 349+060 with Total

project cost of Rs. 882.62 Cr. Appointed date was 03/06/2014 and Scheduled date of completion

of construction was 28/11/2016, with 910 days construction period from the Appointed date. The

scheduled construction period has lapsed. The Concessionaire has submitted EOT proposal, which

was reviewed by IE and has recommended 213 days EOT to NHAI, PIU Solapur and PD, PIU

Solapur has forwarded the same to NHAI RO, Mumbai for seeking approval of competent

Authority.

Physical progress achieved during this month is 1.45% against scheduled progress of 6.20%.

Cumulative Physical Progress achieved up to Feb 2017 is 41.30% against scheduled progress of

85.60%. The Physical progress is behind the schedule by 44.30 %. Time elapsed is 996 days, ie.

109.45%.

Financial progress for this month is 1.26% against scheduled of 5.30%. Cumulative Financial

Progress achieved up to Feb 2017 is 48.50% against scheduled progress of 86.70%. The Financial

progress is behind the schedule by 38.20%. Total EPC expenditure till date is Rs. 378.30 Crs

against scheduled Rs. 676.26 Crs.

The Construction progress was behind the schedule during this month, if the Concessionaire works

at this pace the Project cannot be completed even if 213 days of EOT is considered by the

Competent Authority, as recommended by Independent Engineer extending up to 29.06.2017. The

Concessionaire should revise the Construction program and accordingly increase resources, deploy

additional manpower and equipment’s. The Concessionaire should commence the wearing course

and the project facilities. Strict monitoring of the Construction progress on daily, weekly and

monthly basis is required to achieve the planned progress.

The Concessionaire has furnished the Audited Financial Statement for the Company regarding

achievement of Project Milestone-II. The Concessionaire has expended an amount of Rs.309.28

Crores on the project as at 31.03.2016, against the total project cost of Rs.882.62 Crores as set forth

in the financial package. The expenditure incurred on the project as at 31.03.2016 as such works

out to 35.04%. Independent Engineer has recommended the achievement of Project Milestone-

II as on 31st March, 2016.

The Concessionaire could not commence the construction of 01 Minor Bridge, 03 VUP’s and 01

PUP due to non-availability of land. NHAI and District administration shall make best efforts for

balance land to be made available for the Concessionaire to commence the work, as it will take one

year for a major structure to complete after handing over of land.

The occurrence of Project Milestone-III, as per Project completion schedule was on 13.03.2016. If

the recommended EOT is considered by the Competent Authority, the Project Milestone-III will

be extended to 12.10.2016 and accordingly the Cure period of 90 days as per Clause 12.4.2 of the

Concession Agreement will be 10.01.2017. This date has also lapsed.

Out of 351.90 Ha Additional land required, 25.62 Ha is in 3(D) stage which has to be expedited.

Concessionaire shall make all necessary determinations and assist the Authority to expedite the





Page No.2

acquisition of land required for Completion of the Project Highway. Total Hindrance Length, as

per joint Site verification is 18.00 Km and Forceful Possession is required for 5.80 Km.

The Concessionaire had submitted the EOT for Milestone-III and construction period, the same

was reviewed and commented by Independent Engineer.

The Concessionaire has to coordinate and expedite the submission of estimates for shifting of EHV

Towers in Umarga Bypass Osmanabad district on priority.

The Cumulative Physical Progress of Road & Structures are as under:

Total DBM completed is 43.00 Km, four laning of Main carriageway out of 100.06 Km.

Total DBM completed is 4.88 Km of Service Road out of 46.06 Km.

Total WMM completed is 47.00 Km, four laning of Main carriageway.

Total GSB completed is 49.00 Km, four laning of Main carriageway.

Out of 05 Major bridges, substructure works of 01 No completed, and work in progress for

04 Nos. Casting of Girders for 04 Nos are in progress.

Out of 28 Minor bridges, 13 Nos, completed. 14 Nos are in progress and 01 No is yet to

commence.

Out of 38 Box Culverts, 26 Nos completed, 06 Nos are in progress and 06 Nos are yet to

commence.

Out of 107 Pipe Culverts, 33 Nos completed, 38 Nos are in progress and 36 Nos are yet to

commence.

Current Issues and Recommended Actions by Independent Engineer:

1. Slow Progress of Highway and Structures:

The Construction Progress of Highway and Structures was slow and behind the schedule during

this month. There is no Road work progress in Section-I from 11.02.2017 till date. The work

progress during this month is as follows:

Activity Planned

in Km

Executed

in Km

Remarks

Bituminous Concrete (BC) 9.00 0.00 Activity not commenced

Dense Bituminous Macadam

(DBM)

7.75 1.55 Behind by 6.20 km

Wet Mix Macadam (WMM) 7.70 4.32 Behind by 3.38 km

Granular Sub Base (GSB) 5.70 3.62 Behind by 2.08 km

Surface distresses has redeveloped on the treated DBM surface of the newly constructed Project

Highway. The Concessionaire was instructed to carry out detail investigations to determine the

causes of the failure. The Concessionaire has taken the samples from the distressed stretches.

Report is yet to be submitted by the Concessionaire.

The progress of Structures is slow in both the sections and is behind the construction schedule

during this month also:





Page No.3

S.No. Structure Chainage Concrete pouring Other works

1 Major Bridge 268+343 Girders

290+854 Pile P1 Piling, P3 Pile cap

Rebars fixing

329+210 Girder No. 20 & 23 Girder launching

2 Minor Bridge 250+026 Girder launching

252+708 Girder launching

258+727 Girder launching, Slab

staging and rebar fixing

292+574 A2 LIFT A2 Shuttering & Rebar

fixing

295+002 Blasting/Excavation for

footings

297+534 Top/Deck slab Staging and Top slab

rebar fixing

300+967 Staging and Top slab

rebar fixing

304+019 Retaining wall Shuttering of retaining

wall

305+295 Top/Deck slab and

Retaining wall PCC

313+651 A2 Dirt wall A2 Dirt wall rebar fixing

321+352 Diaphragm Girder launching

333+438 PCC of A1 & A2

346+322 Top/Deck slab

3 Vehicular Underpass 302+702 Layout

324+850 Top/Deck slab

Recommendations:

The Concessionaire should revise the Construction Program and accordingly

increase/deploy additional HM Plant, Equipment’s, Resources, Men and Machinery to

speed up the Highway progress in order to complete the work in stipulated time. Progress

of work has to be monitored on daily, weekly and monthly basis in order to achieve the

progress as per schedule.

The Concessionaire has to expedite the construction of all the Bridges

(substructure/superstructure) by increasing the shuttering plates, scaffolding material and

deploying additional teams of skilled Manpower and additional Machinery to accelerate

the progress.

The Concessionaire should commence construction/strengthening of existing road, lined

drains, Service Road/Slip roads and expedite the road works in bypasses.

Construction of remaining Pipe culverts, VUP’s, PUP’s and RE walls should commence

immediately.





Page No.4

Project facilities as per Schedule C has to commence. Toll Plaza drawings, Electrical

drawings, Landscape, Tree plantation and all Junction drawings are yet to be submitted for

IE’s review and comments.

Utility ducts are to be laid at existing utility crossings and throughout the Project Highway

at intervals of 2000m in Rural and 500m in urban sections in coordination with the

Independent Engineer.

Plan showing the median openings finalized as per Site conditions and IRC SP 84 has to

be submitted by the Concessionaire and work has to be carried out accordingly.

2. Status of Change of Scope Proposals:

The Concessionaire has submitted COS proposals of 02 No. PUP’s at Jalkot and Turoori

village as COS Proposal No. 03 and a Major Bridge at Ch. 268+343 as COS proposal No.

04. IE has reviewed and commented. Compliance for COS-03 received and Independent

Engineer have reviewed and recommended to NHAI, PIU for approval from Competent

Authority. Compliance of COS-04 is awaited from the Concessionaire.

COS-II deposit contribution work for construction of Box enclosure for crossing of

pipelines of Erukh irrigation scheme was completed and final bill was submitted by the

Concessionaire. Independent Engineer has examined the final bill and recommended to

NHAI PIU.

Recommendations:

Concessionaire should expedite the submission of compliance for COS proposal No 04

incorporating all the observations/comments of IE.

3. Key Issues and Recommendations by Independent Engineer:

Construction Methodology: The Construction methodology submitted by the

Concessionaire for existing Road strengthening/overlaying was reviewed and commented

by IE. Concessionaire has to resubmit the methodology incorporating the observations of

IE in accordance with P&P Rev-R2 along with the Cross sections of the Carriageway.

Workmanship: The workmanship of the EPC Contractors is poor and substandard in both

the Sections. Experienced Engineers has to be assigned for execution of all the

Construction activities and the Concessionaire has to ensure quality control procedures are

adopted both in Highway and Structures construction by monitoring on daily basis.

Workmanship of Highway works as well as Structure works has to be improved, WMM

layer has to be laid by Paver in both the sections. DBM laid in Section-I and II has

deteriorated after frequent rain events during 2016 monsoon and surface distresses have

developed. The Concessionaire has collected samples of DBM and underlying layers from

the distressed stretches of the Project Highway to investigate the causes of the DBM failure.

Report for causes of failure with remedial measures is yet to be submitted by the

Concessionaire. It is almost 04 months since the samples were collected by the Third Party.





Page No.5

Electrical Utility Shifting: The Concessionaire has to expedite and complete the shifting

of Electrical utility in the ROW corridor on priority in Umerga Bypass.

MJP Water Utility Shifting: The MJP Utility shifting progress is slow in Solapur district.

Concessionaire has to increase the skilled manpower for laying and jointing of MS Pipes

in Solapur district. MJP utility shifting in Osmanabad district is stopped for LA of Gaothan/

habitat sections in all the villages. Unless the structures are not demolished, the

Concessionaire cannot shift and connect the pipelines already laid.

OGL Survey data: The data recorded by the concessionaire has to be submitted to IE for

records and further submission to the Authority.

Plan & Profile of new and existing carriageway (Four laning): The Concessionaire has

to submit the P&P Rev-R2 GFC drawings along with the cross sections incorporating IE’s

comments/observations.

The work carried out by the Concessionaire on the existing road is not in accordance with

the approved Plan & Profile Rev-R2 and the Concessionaire is working at his risk and cost.

Junction drawings: The Concessionaire has to submit the proposal of all the junction

drawings of Naldurg and Omerga Bypass for review and comments of IE.

Road Traffic Safety: Traffic Safety measures are inadequate in construction zones and

the diversions are unpaved at many locations. Diversion ahead boards are missing at all the

diversions, and the geometry is poor, transition length has potholes, this has to be filled

and paved. Traffic safety should be in accordance with IRC SP-55. The Concessionaire has

to comply the observations of Safety consultant at the black spot locations and throughout

the Project Highway.

The Concessionaire has to deploy a team to ensure safety measures throughout the project

highway and install continuous safety barricades at deep cut sections, damaged railings of

bridges and its approaches. Safety Engineer should ensure the Traffic safety on daily basis.

Suspension of work notice has been issued to the Concessionaire for 2.525 Km due to

inadequate safety measures in construction zones by the Competent Authority.

Maintenance of existing two lanes of project highway: Maintenance/ pothole repairs has

to be carried out by the Concessionaire on regular basis. Maintenance of existing two lanes

of project highway is required where the potholes and other surface distresses have

developed on the Project Highway. It is the obligation of the Concessionaire to keep the

Road traffic worthy all the time.



Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9 from Km.249.000 to Km.348.800 under NHDP Phase III in the State of

Maharashtra on BOT (Toll) Basis.

Page No.6

1.2 Critical Issues & Action Log

1.2.1 Pending Issues & Action Log.

S

No

Issue Description Type Ongoing/

New

Issue/

Resolved

Concerned

Authority

Chainage(s)

affected due to the

issue

Length

affected

(km)

Action(s) taken till

now

Action(s)

suggested by

the IE

Expected

date/ Actual

Date for

resolving

issue

1

Physical possession

of PROW for

construction of Main

Carriageway

State

Govern-

ment

Issue

Ongoing NHAI

Itkal, Andur,

Jalkot, Jakekur,

Umerga Bypass,

Turoori, Karali and

Talmod.

5.80

Task force meeting

conducted under

chairmanship of

concerned SDM

several times but No

concrete results.

With the

assistance of

Local

Administration

and Police the

issue can be

resolved

2

Land Acquisition

3(D) at 08 Nos

village Gouthan

(Kerur,

Dastapur,Yenegur,Da

limb, Yeli, Jekekur,

Turori, Talmod)

Locations in

Osmanabad District

needs to be

completed.

Land

Acquisit-

ion Issue

Ongoing NHAI

1.278+350 to

278+550-

200m 2.

300+750 to

301+150-

400m 3.

308+400 to

309+000-

600m 4.312+850

to 313+650-

800m 5.319+260 to

319+700-

460m 6.322+480 to

322+800 -

320m 7.336+500 to

337+250 -

750m 8. 344+260

5.20

3(A) Completed.

3(D) formalities

under process with

CALA Osmanabad.

CALA has to

expedite the

process of 3D

with assistance

from the

Concessionaire

.



Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9 from Km.249.000 to Km.348.800 under NHDP Phase III in the State of

Maharashtra on BOT (Toll) Basis.

Page No.7

to 344+900-

640m

3

Land Acquisition

3(G) for Agriculture

lands in Osmanabad

district.

Land

Acquisiti

on Issue

Ongoing NHAI

Ch. 287+500 to

287+550

Ch 308+400 to

Ch.309+000

Ch. 313+400 to

Ch. 313+630

Ch. 325+950 to

Ch. 326+000

Ch. 326+250 to

Ch. 326+300

Ch. 330+100 to

Ch. 330+130

Ch. 334+880 to

Ch. 335+050

Ch. 344+700 to

Ch. 344+800

Ch. 344+900 to

Ch. 345+100

5.40

3(D) Completed.

3(G) formalities

under process with

CALA Osmanabad.

CALA has to

expedite the

process of 3G

with assistance

from the

Concessionaire

on priority.

5

Toll Plaza Land

Acquisition

Additional land.

Pending

with

NHAI/

MoRTH

Ongoing NHAI

1. Ch. 280+500 to

Ch. 281+500

2. Ch. 343+100 to

Ch. 344+100

1.60

3(A) Completed.

3(D) formalities

under process with

CALA Osmanabad.

CALA has to

expedite the

process of 3D

with assistance

from the

Concessionaire





Page No.8

1.2.2 Obligations as per Contract

Critical obligations and constraints of concessionaire as per contract

o The Concessionaire has to maintain the existing two lanes of the Project Highway and Traffic

Safety under the provisions of clause 12.2 of the Concession Agreement and Safety of the

Project Highway in accordance with the provisions of IRC SP: 55. The Concessionaire’s

consistent failure to earnestly take up and complete the maintenance and safety of the Project

Highway amounts to “Concessionaire’s Default” in terms of the provisions of Clause 37.1.1 (g)

and (k) of Concession Agreement.

o As per Schedule-G of the Concession Agreement the Project Milestone-III scheduled date was

13.03.2016. The Concessionaire had requested for EOT, IE and NHAI PIU office recommended

EOT of 213 days, if this is granted by the Competent Authority of NHAI the schedule date will

be 12.10.2016, the Cure period ended on 10.01.2017. As per Article 12, clause 12.4.2, the

Concessionaire has to pay a sum calculated at the rate of 0.1% of the amount of Performance

Security for delay of each day until such Milestone is achieved.

Critical obligations of authority as per contract

o Nil.

Critical pending obligations of IE as per contract

o Nil.





Page No.9

1.3 Project Overview

1.3.1 Salient Features of Project

1

Name of Project

Independent Engineer Services for four laning of

Solapur (km 249+000) –

Maharashtra / Karnataka border (km 348+800) section

of NH-9 (design length - 100.06 km) in the state of

Maharashtra on design, build, finance, operate and

transfer (DBFOT) basis under NHDP Phase-III.

2 NH No (Old/New) NH-09 (New NH-65)

3 Mode of the Execution DBFOT TOLL Basis Project

4 No of Lanes/Configurations Four laning

5 Total Length of the Project (i.e.

between Km.000+000 to Km.98+720) 100.060 Km

6 Total Estimated Project Cost

Total Project Cost

Rs. 923.04 Crores.

Rs. 882.62 Crores.

7 No. of Bypasses 1. Naldurg L- 6.50 Km. 2. Umarga L- 6.00 Km.

8 No. of Major Bridges

05 Nos.

(1) Ch.268+343 (2) Ch.290+850 (3) Ch.307+164 (4)

Ch.322+171 (5) Ch.329+210

9 No. of Toll Plazas 02 Nos. (Ch. 281+000 & Ch. 343+600)

10 No. of Vehicular Underpasses

06 Nos.

(1) Ch. 286+900 (2) Ch. 288+871 (3) Ch. 302+702 (4)

Ch. 311+080 (5) Ch. 324+850 (6) Ch. 336+000.

12 DPR Consultant Name M/s Egis India Consulting Engineers Pvt Ltd.

13 Lead & Consortium Members of Bank

Lead Member: Union Bank of India

Consortium Members: (1) Vijaya Bank (2) Syndicate

Bank (3) IFCL (4) OBC Bank (5) SREI.

14 Name of Concessionaire M/s Solapur Tollways Private Limited

M/s Coastal-SREI Consortium.

15 Date of Award (LOA ) 23rd December 2011

16 Appointed Date 03rd June 2014

17 Concession Period 25 Years from appointed date (including Construction

Period)

18 Construction Period 910 Days





Page No.10

19 Operation & Maintenance Period 90 Days

20 Scheduled Date of Completion 28th November 2016

21 Independent Engineer M/s Artefact Projects Limited.

22 IE Agreement Date 24th January 2013

23 IE Mobilization Date 20th June 2013

24 EPC Contractors

M/s Varaha Infra Ltd. – (Section-1, from Km 249+000

to Km 309+000)

M/s PBA Infrastructure Ltd. – (Section-2, from Km

309+000 to Km 349+060)

25 Design Consultant M/s. Sheladia Associates Inc., USA (Indian Regional

office Secunderabad)

26 Signing of Concession Agreement 29th February, 2012

27 Date of Financial Close 27th March, 2014



Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9 from Km.249.000 to Km.348.800 under NHDP Phase III in

the State of Maharashtra on BOT (Toll) Basis.

Page No.11

1.3.2 Project Milestones

Project

Milestone

Description(Days from Appointed

Date)

Planned Actual

Delay(No. of

Months) Current Status Proportion of

TPC to be

expended (%)

Scheduled

Date

Actual

Proportion of

TPC expended by

due date (%)

Revised Date

Milestone I

180 days from appointed date

Prior to the occurrence of the

Project Milestone-I, the

Concessionaire shall have

commenced construction of the

Project Highway and Expended not

less than 10% (Ten Percent) of the

total project cost set forth in the

Financial Package.

10.00 29/11/2014 11.74 29/11/2014 0 Achieved

Milestone

II



Project Milestone-II, the


commenced construction of all

Bridges and Expended not less than

35% (Thirty Five Percent) of the

total project cost set forth in the

Financial Package.

35.00 07/07/2015 22.38 31.03.2016 8.77

Achieved

Construction of

01 Minor

Bridges, 03

VUP's and 01

PUP not

commenced

due to LA

issues.



Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9 from Km.249.000 to Km.348.800 under NHDP Phase III in

the State of Maharashtra on BOT (Toll) Basis.

Page No.12

Milestone

III



Project Milestone-III, the


commenced construction of the all

project Facilities and Expended not

less than 70% (Seventy Percent) of

the total project cost set forth in the

Financial Package.

70.00 13/03/2016 36.64 - 11.57 Not achieved

Scheduled

Completion


On or Before the Scheduled Four

laning date, the Concessionaire

shall have completed Four laning in

accordance with the agreement.

100 28/11/2016 44.39 - 2.90 Not achieved





Page No.13

1.3.3 LOCATION MAP



Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9 from

Km.249.000 to Km.348.800 under NHDP Phase III in the State of Maharashtra on BOT (Toll) Basis.

Page No.14

1.3.4 KEY MAP





Page No.15

1.4 Physical Progress

1.4.1 Physical Progress Summary

Component % Weightage

Physical Progress

(During Current

Month)

(Cumulative, Up

to Current

Month)

Road Works 64.38% 0.86% 28.48%

Structure Works 19.23% 0.29% 10.60%

Project Facility Works 16.39% 0.15% 2.22%

Total Physical Progress 100.00% 1.30% 41.30%





Page No.16

1.4.2 Detailed Scope of Work and Physical Progress by Component

Component

Cost

Weightage in Project

(%)

Item Description

Cost

Weightage in Component

(%)

Planned in

Scope (As per Scope of

Work)

Progress till Date

%

Physical

Progress

Value of

Physical Progress

(7X4)

1 2 3 4 5 6 7 8

Road Works 64.38%

Main Carriageway

C&G 0.28% 100.06 74.65 75% 0.21%

Embankment 4.94% 100.06 67.42 67% 3.33%

Subgrade 4.93% 100.06 57.08 57% 2.81%

Granular Sub Base 1.82% 100.06 50.39 50% 0.92%

Wet Mix Macadam 2.63% 100.06 47.36 47% 1.24%

DBM 18.01% 100.06 43.00 43% 7.74%

BC 9.17% 100.06 0.00 0% 0.00%

Service Road

Subgrade 1.01% 23.03 5.89 26% 0.26%

Granular Sub Base 0.19% 23.03 3.12 14% 0.03%

Wet Mix Macadam 0.46% 23.03 3.03 13% 0.06%

DBM 3.03% 23.03 2.67 12% 0.35%

SDBC 2.12% 23.03 0.00 0% 0.00%

Miscellaneous

Crushing of Aggregates

13.33% 2935339 2478702 84% 11.25%

Median Filling 0.74% 100.06 19.79 20% 0.15%

Earthern Shoulder 0.37% 100.06 26.88 27% 0.10%

Slope Dressing &

Turfing 0.08% 100.06 0.00 0% 0.00%

DLC 0.34% 2 0.24 12% 0.04%

PQC 0.95% 2 0.00 0% 0.00%

Structure

Works 19.23% Bridges

Construction of CD Works

2.55% 145 93.87 65% 1.65%

Construction of

Minor Bridge 6.74% 28 20.04 72% 4.82%

Construction of Major Bridge

6.54% 5 2.56 51% 3.35%

Bridge

Rehabilitation 0.28% 1 0.00 0% 0.00%

Vehicular Underpass

2.84% 6 1.49 25% 0.71%

Pedestrain

Underpass 0.28% 2 0.48 24% 0.07%

Other Works 16.39% Project

Facilities

RE Wall/Retaining

Wall/Rcc wall 5.63% 8 2.43 30% 1.71%

Drainage 3.76% 1 0.04 4% 0.16%

Project Facilities &

Junction

Improvement

2.65% 1 0.13 13% 0.35%

Other Road Project

development

Facilities

3.01% 1 0 0% 0.00%

Toll Plaza & HTMS 1.07% 2 0 0% 0.00%

Miscellaneous 0.26% 1 0 0% 0.00%

GRAND

TOTAL 100.00% 100.00% 41.30%



Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9 from Km.249.000 to Km.348.800 under NHDP Phase III in the State of Maharashtra on

BOT (Toll) Basis.

Page No.17

1.5 Strip Plan

1.5.1 Strip Plan Details - Section-I

Input Output

Project Type Flexible Length Completed 43.0 0 43 47 49 55 76

Chainage(Start Value) 249 Workfront Available 39.3 (Calculated out of length pending )

Total Length 100.06 Workfront Unavailable 17.780 2 0 17

Least Count 2

WIPWIP WIP

Legends No No No No

Not Started(Blank) BC

Work In Progress(WIP) DBM CompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedWIPCompletedCompletedCompletedWIPNot Started CompletedWIP CompletedNot Started

Completed(COM) WMM CompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedWIPCompletedCompletedCompletedWIPNot StartedWIP WIP CompletedWIP CompletedCompleted

GSB CompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedWIPCompletedCompletedCompletedWIPNot StartedWIP WIPWIP CompletedWIP CompletedCompleted

Workfront Available Sub-Grade WIPCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedWIPCompletedCompletedCompletedWIPCompletedWIP WIPWIPWIPWIP CompletedCompletedCompletedCompleted

Workfront Unavailable C&G WIPCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedWIPCompletedCompletedCompletedWIPCompletedWIP CompletedCompletedCompletedCompletedCompletedCompletedCompletedCompleted

(Enter length impacted) - Other Hindrances

(Enter length impacted) - Clearance pending

(Enter length impacted) - LA pending 0 0 1 0 1 0 0 1 0 1 0 1 1 0.2 0.7

(Auto-Populated) Workfront Available 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 1 1 0.2 0.7 0

(Auto-Populated)

249.

0

251.

0

253.

0

255.

0

257.

0

259.

0

261.

0

263.

0

265.

0

267.

0

269.

0

271.

0

273.

0

275.

0

277.

0

279.

0

281.

0

283.

0

285.

0

287.

0

289.

0

291.

0

293.

0

295.

0

297.

0

299.

0

301.

0

303.

0

305.

0

307.

0

309.

0

(Auto-Populated) Workfront Available 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 1 1 0 0 1 1 1 0 1 1 0.2 0.7 0

(Enter length impacted) - LA pending 0 1 1 1 1 0 0 1 0 1 0 1 1 0 1


(Enter length impacted) '- Other Hindrances 0 1 1

C&G CompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedWIPCompletedCompletedCompletedWIPCompleted CompletedCompletedCompletedCompletedCompletedCompletedCompletedWIPCompletedCompletedCompleted

Sub-Grade CompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedWIPCompletedCompletedCompletedWIPCompleted WIPWIPWIPWIPCompletedCompletedCompletedWIPCompletedCompleted

GSB CompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedWIPCompletedCompletedCompletedWIPCompleted WIPWIPWIPCompletedWIPWIPCompletedCompleted

WMM CompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedWIPCompletedCompletedCompletedWIPCompleted WIPWIPCompletedWIPWIPCompletedCompleted

DBM CompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedWIPCompletedCompletedCompletedWIPWIP WIPWIPCompletedWIPWIPCompletedCompleted

BC

No No No No

WIPWIP CompletedWIP WIPCompletedWIP WIP Not StartedWIPWIPCompletedWIP Not StartedWIPWIPNot StartedCompletedWIP WIP WIP

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Min

or B

ridge

Min

or B

ridge

Min

or B

ridge

Min

or B

ridge

Maj

or B

ridge

Min

or B

ridge

Min

or B

ridge

Min

or B

ridge

Toll

Plaz

a

Min

or B

ridge

Min

or B

ridge

Min

or B

ridge

Maj

or B

ridge

Min

or B

ridge

Min

or B

ridge

Min

or B

ridge

VU

P

Min

or B

ridge

Min

or B

ridge

Maj

or B

ridge

Catt

le/P

edes

tria

n U

nder

pass

RHS-

MCW

Wok

fron

t

LHS-Service Road Const.

LHS-Service Road Workfront Available

LHS-

MCW

Cons

truc

tion

LHS-

MCW

Wor

kfro

nt

Chainage

Type of Structures

RHS-

MCW

RHS-Service Road Workfront

RHS-Service Road Const.

Bypass

Status of Structures

Number of Strucrures




BOT (Toll) Basis.

Page No.18

Section-II

Input Output

Project Type Flexible Length Completed 43.0

Chainage(Start Value) 249 Workfront Available 39.3

Total Length 100.06 Workfront Unavailable 17.780

Least Count 2

WIP Completed

Legends

Not Started(Blank) BC

Work In Progress(WIP) DBM Not StartedCompletedCompletedCompletedCompletedNot Started WIP Completed CompletedCompleted

Completed(COM) WMM CompletedCompletedCompletedCompletedCompletedNot Started CompletedCompleted CompletedCompleted

GSB CompletedCompletedCompletedCompletedCompletedNot Started CompletedWIPCompleted CompletedCompleted

Workfront Available Sub-Grade CompletedCompletedCompletedCompletedCompletedCompletedNot Started CompletedWIPCompleted CompletedCompleted

Workfront Unavailable C&G CompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompleted CompletedCompleted

(Enter length impacted) - Other Hindrances


(Enter length impacted) - LA pending 0.5 0.4 0.2 0.9 1.1 0.4 0.4 1.2 0.7 1.4 0.3 0.2 0.5 1.3 0.1 0.1

(Auto-Populated) Workfront Available 0 0.5 0 0 0 0.4 0.2 0.9 1.1 0.4 0.4 1.2 0.7 1.4 0.3 0.2 0.5 1.3 0 0.1 0.1

(Auto-Populated)

309.

0

311.

0

313.

0

315.

0

317.

0

319.

0

321.

0

323.

0

325.

0

327.

0

329.

0

331.

0

333.

0

335.

0

337.

0

339.

0

341.

0

343.

0

345.

0

347.

0

349.

0

(Auto-Populated) Workfront Available 0 1.2 0.6 0.3 0 0.4 0.4 0.9 1.1 0.4 0.4 1.2 0 1.4 0.3 0.2 0.2 0.7 0 0 0.1

(Enter length impacted) - LA pending 0.7 0.6 0.3 0.4 0.4 0.9 1.1 0.4 0.4 1.2 1.4 0.3 0.2 0.2 0.7 0.1


(Enter length impacted) '- Other Hindrances 1.2

C&G CompletedCompletedWIPCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompletedCompleted

Sub-Grade CompletedCompletedWIPCompletedCompletedCompletedWIP CompletedWIPNot StartedCompletedCompletedCompletedCompletedCompletedCompletedCompleted

GSB CompletedCompletedWIPCompletedCompletedCompletedWIP CompletedNot StartedCompletedCompletedCompleted CompletedCompletedCompleted

WMM CompletedCompletedWIPCompletedCompletedCompleted WIP CompletedCompleted CompletedCompletedCompleted

DBM CompletedCompletedWIPCompletedCompleted WIP CompletedCompleted CompletedCompletedCompleted

BC

Completed

WIPNot StartedNot Started WIPWIP CompletedWIP CompletedCompletedWIP Not StartedWIPWIP

1 1 1 1 1 2 1 1 3 1 1 2 2

Cattl

e/Pe

dest

rian

Unde

rpas

s

VUP

Cattl

e/Pe

dest

rian

Unde

rpas

s

Maj

or B

ridge

VUP

Min

or B

ridge

Maj

or B

ridge

Min

or B

ridge

Min

or B

ridge

VUP

Toll P

laza

Min

or B

ridge

Min

or B

ridge

RHS-

MCW

Wok

front

LHS-Service Road Const.

LHS-Service Road Workfront Available

LHS-

MCW

Cons

truct

ion

LHS-

MCW

Wor

kfro

nt

Chainage

Type of Structures

RHS-

MCW

RHS-Service Road Workfront

RHS-Service Road Const.

Bypass

Status of Structures

Number of Strucrures




BOT (Toll) Basis.

Page No.19

1.5 Strip Plan

1.5.2 Strip Plan Summary

1. Work front Unavailable and Reasons for Unavailability

2. Length Completed By Layer - MCW

Length (km) %Pending Length Length (km) %Total Length

Total Length 100.06 Total Length 100.06

Total Work front

Unavailable 17.78 31%

Total Length

Completed(Till DBM 43 43%

Pending Land Acq 16.58 29% BC 0 0%

Pending Clearances 0 0% DBM 43 43%

Encumbrances 1.9 3% WMM 47 47%

GSB 49 49%

Sub-Grade 55 55%

C&G 76 76%





Page No.20

1.6 Land Acquisition and Clearances

1.6.1 LA Summary

Description Total Required (ha) Total in possession

at start (ha)

Total to be

acquired (ha)

Existing ROW

256.07 256.07 0.00

Land To be Acquired 370.51 301.15 69.36

Grand Total 626.58 557.22 69.36

Note: The above data is as received from the Concessionaire.

Description

Total

Required

(ha)

Total in possession

at start (ha)

Total to be

acquired (ha)

Existing ROW 245.76 245.76 0.00

Pvt. Land To be

Acquired 351.90 326.28 25.62

Grand Total 597.66 572.04 25.62

Note: The above data is as received from NHAI PIU Office Solapur.




BOT (Toll) Basis.

Page No.21

1.6 Land Acquisition and Clearances

1.6.2 LA Detail by CALA

CALA

Total

Land to

be

Acquired

(Ha)

3H

Pending

(ha)

3H

Done

(ha)

3G

Pending

(ha)

3G

Done

(ha)

3D

Pending

(ha)

3D

Done

(ha)

3A

Pending

(Ha)

3A

Done

(ha)

Amount

Awarded

(Crore

Rs.)

Amount

Deposited

(Crore

Rs.)

Amount

Disbursed

by CALA

Pending

Amount

(Crore

Rs.)

(Crore

Rs.)

Dy. Collector Land Acquisition

No.7 (Mohol) Solapur

370.51

64.69 0 64.69 0 64.69 67.38 64.58 54.95 9.63

Dy. Collector Land Acquisition

Manjara Project, Osmanabad 261.59 44.23 261.59 0 305.82 130.32 126.95 93.29 33.66

Grand Total

370.51 105.59 264.92 44.23 326.28 44.23 326.28 0 370.51 197.7 191.53 148.24 43.29

Note 1: The above table is as received from the Concessionaire.

i) The 3D & 3G Pending area has been changed to 44.23 (Ha) instead of 40.29(Ha) as per the Gazette of India No.1358 & 1359 Published on 3rd June-2016

ii) Due to this change the total land left to be acquired and 3A done area (figures) have been changed.

iii) The Grand total area (figures) and Pvt. Land to be acquired have been changed in LA Summary.

Note 2: Below details of LA status are as per NHAI PIU. i) Total Land Required: 597.66 Ha ii) Land already in possession: 245.76 Ha iii) Total Additional Land required: 351.90 Ha.

3(a) Notification: Completed 3(A) Notification: 351.90 Ha 3(D) Notification: 326.28 Ha 3(G) Notification: 326.28 Ha.

ii) Pending issues: 3(D) Notification pending with CALA: 3.50 Ha Draft 3(D) Notification submitted to NHAI HQ: 23.21 Ha.

Forceful Possession: 5.80 Km. Hindrances: 18.00 Km.





Page No.22

1.6.3 Clearance Summary

Environment

Proposal Description Status

Length

Impacted Current Stage

Issues/

Comments

TOR –I from Ch. 249+000 to

Ch. 255+000 Clearance awaited 6.00 Km

Working permission

obtained

No hindrance

work in

progress

TOR –II from Ch. 255+000 to

Ch. 348+800

Approved by

MoEF vide Letter

dated 21.03.2013.

94.06 Km - Work in

progress

Forest Land


Length


Issues/

Comments

4.139 Hectares required

Stage-I clearance

granted by APCCF

©, RO Bhopal vide

letter dated

26.12.2013.

Stage-II approval is

awaited.

1.86 Km

Working permission

granted vide letter

dated 23.09.2015

from State Forest

Deopartment.

No hindrance

as working

permission is

granted.

Wildlife


Length


Issues/

Comments

TOR –I from Ch. 249+000 to

Ch. 255+000 Clearance awaited 6.00 Km

Working permission

obtained No hindrance

Tree Cutting


Length


Issues/

Comments

Tree cutting permission for

Solapur and Osmanabad

district.

Permission

Granted 100.06 Km Permission obtained No hindrance.



___________________________________________________________________________ Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9 from Km.249.000 to Km.348.800 under NHDP Phase III in the State of

Maharashtra on BOT (Toll) Basis. Page No. 23

1.6.4 Status of Utilities Shifting

Utility

Category Name Status

Length

affected

Department

Name

Date of

request

by

Authority

for

estimate

Date when

Estimate

was

Received

from

concerned

dept.

Date of

Approval

by

Authority

RO/ HQ

Date of

Deposit

of super-

vision

charge

Progress

of

Physical

Shifting

Date of

Certificat

ion from

Agency

for

Completi

on

Estimat

e

Amount

(INR

Cr.)

Issue/

Comments

Water MJP Water pipe lines

in Solapur District

Estimate

Approved

5.00

Km

Maharashtra

Jeevan

Pradhikaran

09/06/2015 In

Progress 4.143

Water

MJP Water pipe lines

in Osmanabad

District

Estimate

Approved

14.00

Km

Maharashtra

Jeevan

Pradhikaran

09/01/2015 In

Progress 5.239

Water

Solapur Municipal

Corporation water

Pipelines

Estimate

preparation by

Department

2.00

Km

Solapur

Municipal

Corporation

Estimate

received

from SMC

was

reviewed

and

commented

by

Independent

Engineer.

Electricity

Electrical Poles /

lines Solapur Rural,

Solapur District.

Estimate

Approved

6.60

Km

Maharashtra

State

Electricity

Distribution

Corporation

Ltd

09/06/2015 In

Progress 2.734





Electricity

Electrical Poles /

Lines Solapur Urban,

Solapur District.

Estimate

Approved

3.40

Km

Maharashtra

State

Electricity

Distribution

Corporation

Ltd

16/10/2015 In

Progress 3.564

Electricity

Electrical Poles

/Lines Osmanabad

District.

Estimate

Approved

32.25

Km

Maharashtra

State

Electricity

Distribution

Corporation

Ltd

22/10/2014 In

Progress 16.856

Electricity

Addl HT & LT lines

in Umerga Bypass,

Osmanabad Dist.

Estimate

Approved

6.00

km

Maharashtra

State

Electricity

Distribution

Corporation

Ltd

17/07/2016 In

Progress 3.090

Electricity

EHV Tower shifting

in Umerga Bypass,

Osmanabad District.

Estimate

preparation by

Department

0.50

Km

Maharashtra

State

Electricity

Transmission

Corporation

Ltd

Estimate not

received

from

MSETCL

Concessiona

ire has to

follow up

and expedite

the

submission.





1.7 Change of Scope

S

No. COS Proposal Details

Date of first

submission to IE Current Status

COS Amount

(INR Cr.)

Expected/

Actual Date of

Approval

1 Cancelled NA

[+/ - Amount]

2

Box culvert at Ch. 257+800 for 2- Nos

1200 diameter pipe lines crossing for

Ekrukh lift Irrigation Scheme under deposit

contribution work.(COS-II)

02/12/2015 100% work Completed [+ 1.543]

Principal

approval

3

Construction of PUP at Ch. 296+970 at

Jalkot village and Ch. 336+880 at Turoori

village. (COS-III)

10/06/2016

Reviewed & recommended to NHAI

PIU by IE for approval from

Competent Authority.

[+ 11.893]

4

Proposal for Construction of Major Bridge

at Ch. 268+280 RHS at Taldulwadi village.

(COS-IV)

24/06/2016

Reviewed & commented by IE

Concessionaire has to comply the

observations and resubmit.

[+ 6.865]

5 Construction of Service Road at

Ch.311+100 at VUP approaches. (COS-VI) 02/12/2016

Concessionaire has submitted the

proposal, it is under review of IE [+ 8.50]





1.8 Mobilization of Resources

Equipment

Name Make Model

Rated

Capacity

Actual

Capacity

Age of

Equipment

Planned/Required

Quantity

Actual

Quantity

Deployed

During

the

Month

Reason(s)

for

Under/Over

Mobilization

Expected

Delay due to

Under-

Mobilization

(Months)

Remarks

Static Stone

Crusher

Korea FSK 4230 150 TPH 200 TPH 1 1

Nawa 200 TPH 200 TPH 1 1

Mobile Stone

Crusher

Tarax 200 TPH 2 2

Metso LT-HP300 300 TPH 1 1

Metso GP-11F 200 TPH 1 1

Hot Mix Plant Speco 160 TPH 1 1

Astec Double Barrel 1 1

Wet Mix Plant Kushik 150 TPH 200 TPH 1 1

KDI KDI350 350 TPH 1 1

Concrete Ready

Mix Batching

Plant

Penta 60M3 1 1

Bhai 30M3 1 0

Conmat CRP-1200

120

CUM/HRS 1

1

Sensor Paver

Vogale 1800 700 TPH 1 1

Vogale 1800-2 700 TPH 1 2

Apollo 220 300 TPH 2 0

Motor Grader

Caterpillar 120H 2 1+2

Valvo G720 2 1

Mitiusubishi MG330E 2 2

Cat 140H 3 3+2

Cat 140K2 5 3+2

Vibratory Soil

Compactor

Hamm 3411 1 1+1

Ingersoll-Rand 100 3 4





Escort 3 0

Cat CS533E 1 1+1

Writgen HAMM-311 2 2

Writgen HAMM-

311D 2

2

Case 1107D 2

Tandam Roller

Escort Hamm 3 1

Ingersoll-Rand 3 2

Writgen HAMM-

HD90 2

2

Pneumatic Tyre

Roller

IR 3 1

Writgen HAMM -

GRW15 1 1

Excavator

Tata Hitachi 210 2 3+2

Caterpillar 320 CL 5 3

JCB JS 210 1

JCB JS200 1 1

L&T Kamastu 200 1 1

L&T Kamastu 210 3 1+1

L&T Kamastu 220 1

Kobelco SK350LC 3

Kobelco 210 1 2

Tata 200 8 1+1

Sany 215 4 1+1

Hyundai 210 3 2

L&T 210 2 1

JCB 210 1 1

Dumper

Hyva 2515/2516 12M3 30

AMW 2518 15M3 16

TATA 2515 8M3 15

TATA LPK 2518 106

Transit Mixer Amw 2518 6M3 1

TATA 2515 6M3 7





Ashok Leyland TOURS 6M3 1 5+5

Leyland AM65H 4

Maan CLA31280 4

Loader

Hindustan

Loddar 2021

2

1

Cat 950h 1 1

Liugong CLG 856 4 2+2

Back Hoe

Loader

JCB 3D & 4D 5 3+3

JCB 430Z 2 1

Cat 424B 2

JCB 3DX 3 1+1

Crane Escort F10 12 MT 1 2

Hydra

Escort 8MT 1

INDO FARM IF-20T 1 1

ACE 12 T 2 1

Bitumen

Sprayer

Eic 407 8MT 1

TATA 1210 8MT 2 1

Apollo 1200 2 1

TATA LPK 2516 1

Kerb Casting

Machine

Macons MKM-351 1 1

Greaves-0510 10 H.P. 1 1

Weigh Bridge Eagle 60MT 1 1

Eagle 100 T 2 2

Milling

Machine Wirtgen

1

0

DG Set

Straling 750KVA 1

Caterpillar 320KVA 1

Kirolaskar 125KVA 1

Kirolaskar 10 KVA 3

Kirolaskar 20KVA 1

Kirolaskar 15 KVA 1

Kirolaskar 5 KVA 1

Cummins 20 KVA 1





Cummins CS25D5P 25 KVA 1


Tata 40 KVA 40 KVA 4

Cummins CS62.5D5P 62.5 KVA 1






Concrete Pump Putzmister 1209 1 1

Putzmister 42.09H 1 1

Compressor With Tractor 2 2

Virat - 2 1

Water Tanker

Ashok Leyland 400 12KL 3 2+2

Mahendra 5KL 3 1

TATA 12KL 2 1+2

Hmt 8KL 3 1

TATA 12000 LTR 8

5000 LTR 2

Dozer Mahindra 2 0

Mini Truck Eicher 608 1 1

Tata 407 1 1

Dewatering

Pump Kirlosker

3 0

Trailer TATA

PRIMA

4923 1

1

Leyland LPK4018 1 1

Hydraulic

Broomer Maxmech

2 2

Diesel Tanker TATA LPK 1616 1 1

Mahindra PICK UP 4 1





Tractor

Mf MF-241DI 2

M&M ARJUN-650 2 1

Sonalika 1

Rock Breaker Atlas Copco 6





1.9 Financial Progress Details

1.9.1 Pen Picture -Escrow

TPC (Cr)

Cumulative inflow to

Escrow till previous

month (Cr)

Cumulative outflow

from Escrow till

previous month

Inflow to Escrow

during the month

Outflow from

Escrow during the

month

(Cr) (Cr) (Cr)

882.62

Not shared by

Concessionaire

Not shared by

Concessionaire

Not shared by

Concessionaire

Not shared by

Concessionaire

1.9.2 Escrow Details

TPC (Cr)

Cumulative exp. till

date (Cr)

Escrow Plan till

date- Debt (BOT) Escrow Plan till

date- Equity (BOT)

(Cr)

Escrow Plan till

date- VGF (BOT)

(Cr)

Escrow Actual

till date- Debt

(BOT) (Cr)

Escrow Actual

till date- Equity

(BOT) (Cr)

Escrow

Actual till

date- VGF

(BOT) (Cr)

(Cr)

882.62

Not shared by

Concessionaire

Not shared by

Concessionaire

Not shared by

Concessionaire

Not shared by

Concessionaire Not shared by



Concessionaire





1.9.3 “S” Curve

Month Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 Jan-15 Feb-15 Mar-15 Apr-15 May-15 Jun-15 Jul-15 Aug-15 Sep-15 Oct-15 Nov-15 Dec-15 Jan-16 Feb-16 Mar-16 Apr-16 May-16 Jun-16 Jul-16 Aug-16 Sep-16 Oct-16 Nov-16 Dec-16 Jan-17 Feb-17 Mar-17 Apr-17 May-17 Jun-17

Monthly Plan (Crore) {R-2} 51

45 0 2 2 4 5 6 2 39 2 2 6 8 9 7 22

13

12

15

17

16

28

26

30

31

33

37

38

42

42

42

42

34

29

22

19

Monthly Plan % 6%

6%

0.0

%

0.3

%

0.3

%

0.5

%

0.6

%

0.8

%

0.3

%

5%

0.3

%

0.3

%

0.7

%

1.0

%

1.1

%

0.9

%

2.8

%

1.7

%

1.6

%

1.9

%

2.2

%

2.1

%

3.6

%

3.3

%

3.9

%

3.9

%

4.2

%

4.7

%

4.9

%

5.4

%

5.4

%

5.4

%

5.3

%

4.3

%

3.7

%

2.8

%

2.5

%

Cumulative Plan (Crore) {R-

2} 270

51

96

96

98

100

104

109

115

117

156

158

161

167

175

183

190

212

226

238

252

270

286

314

340

370

401

434

470

508

551

593

635

676

710

739

761

780

Cumulative Plan % Progress

34.6

%

6.5

%

12.3

%

12.3

%

12.5

%

12.9

%

13.3

%

13.9

%

14.7

%

15.0

%

20.0

%

20.3

%

20.6

%

21.4

%

22.4

%

23.5

%

24.4

%

27.2

%

28.9

%

30.5

%

32.4

%

34.5

8%

36.6

%

40.3

%

43.6

%

47.5

%

51.4

%

55.6

%

60.3

%

65.2

%

70.6

%

76.0

%

81.4

%

86.7

%

91.0

%

94.8

%

97.5

%

100.0

%

Financial Year Targets in

Crore156 130 424

Monthly Actual (Crore) 51

45 0 2 2 4 5 6 2 39 2 2 6 8 9 7 22

13

12

15

17

16 9 11

11 7 9 5 6 3 10

12

10

Monthly Actual %

6.5

%

5.8

%

0.0

%

0.3

%

0.3

%

0.5

%

0.6

%

0.8

%

0.3

%

5.0

%

0.3

%

0.3

%

0.7

%

1.0

%

1.1

%

0.9

%

2.8

%

1.7

%

1.6

%

1.9

%

2.2

%

2.1

%

1.1

%

1.5

%

1.4

%

0.8

%

1.1

%

0.7

%

0.8

%

0.3

%

1.3

%

1.6

%

1.3

%

0.0

%

0.0

%

0.0

%

0.0

%

Cumulative Actual (Crore)

175

51

96

96

98

100

104

109

115

117

156

158

161

167

175

183

190

212

226

238

252

270

286

294

306

317

323

332

337

344

346

356

368

378

Cumulative Actual %

22.4

%

6.5

%

12.3

%

12.3

%

12.5

%

12.9

%

13.3

%

13.9

%

14.7

%

15.0

%

20.0

%

20.3

%

20.6

%

21.4

%

22.4

%

23.5

%

24.4

%

27.2

%

28.9

%

30.5

%

32.3

6%

34.6

%

36.6

%

37.7

%

39.2

%

40.6

%

41.4

%

42.6

%

43.2

%

44.0

%

44.4

%

45.7

%

47.2

%

48.5

%

48.5

%

48.5

%

48.5

%

48.5

%

Year 20162014 2015

UPTO

July

2015

FY 2014-FY2015 = FY 2015-FY2016 =

Actu

al

2017

FY 2017-2018 = 70

FINANCIAL " S-CURVE " (Revision R2) Up to February-17 (Till 25.02.2017)

Pla

n

FY 2016-2017 =

UPTO

Feb

2016

0

100

200

300

400

500

600

700

800

900

Monthly Plan (Crore) {R-2}

Monthly Actual (Crore)

Cumulative Plan (Crore) {R-2}



Cumulative Actual (Crore)



___________________________________________________________________________ Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9 from


Page No. 33

1.10 Monitoring of Operations and Maintenance Obligations

1.10.1 Maintenance Status during Construction Phase.

Maintenance of existing two lanes of the Project Highway:

Following are the locations/stretches where repairs of potholes and other surface distresses

are required to keep the existing road traffic worthy:

CHAINAGE LENGTH

FROM TO

313.200 313.300 0.100

322.700 322.900 0.200

325.000 326.000 1.000

326.500 329.000 2.500

330.000 332.000 2.000

334.500 335.500 1.000

336.200 336.500 0.300

336.700 338.500 1.800

341.500 342.600 1.100

344.100 344.300 0.200

346.410 346.750 0.340

TOTAL LENGTH in Km 10.540

The repairs of the potholes and other surface distresses on the existing two lanes of

the Project Highway was carried out in Omerga town and from Ch. 343+000 towards

border during this month. The methodology adopted for repairs was not in accordance

with MORTH Specifications and may not last. It is likely to redevelop.

Road traffic Safety is inadequate at all the diversions, geometry is poor,

narrow and sharp. Cautionary/warning sign boards are missing at diversions.

Bridge railings are damaged and railings at approaches are missing.

Continuous Concrete barricades not provided at locations of deep excavations

more than 1.5m.

1.10.2 Maintenance Status during Operations & Maintenance Phase (If Applicable)

Not Applicable.





1.11 Pen Picture on Safety Features.

Location of Black Spots Suggested Remedial Measures within

provisions of Contract

Additional Remedial

Measures

Financial implications of additional

Remedial Measures for Authority

(if any) (Cr.)

1. Boramani (Ch. 258+687) Solapur

District

Narrow bridge on Horizontal

curve,

Code-MH-026

New 4 lane bridge is proposed in this

project with realignment 4 laning of

Solapur-Mah/Knt border section of

NH9 Project.

Concessionaire was

instructed to maintain the

short term measures and

install Informatory

Signboards and blinker as

per latest MoRTH Circular

NIL

2. Naldurga Ghat (Ch. 295+400)

Osmanabad District.

Narrow Bridge on Sharp

Horizontal and Vertical Curve.

Code-MH-012.

Realignment proposed with Curve

Improvement and Construction of New

4 lane Minor bridge proposed in 4

laning of Solapur-Mah/Knt border

section of NH9 Project.

Concessionaire was



install Informatory



NIL

3. Umarga Town (Ch. 328+000)

Osmanabad Dist.

Stretch passing through town

Code-MH-010.

Bypass is proposed for Umerga town in

this Project.

Concessionaire was



install Informatory



NIL





Page No. 35

1.12 Detail List of Physical Components as per schedule B & C of the Concession

Agreement.

S No. Description of Item Length in Km/Nos.

1 Proposed Widening of 2 Lane Carriageway on LHS Side adjacent on Existing 2 Lane Carriageway

41.088 Km

2 Proposed Widening of 2 Lane Carriageway on RHS Side adjacent on Existing 2 Lane Carriageway

29.184 Km

3 Proposed Construction of 4 Lane Carriageway by Transition Reconstruction

4.771 Km

4 Proposed New 4 Lane Carriageway Construction (Realignment)

6.386 Km

5 Proposed 4 Lane Carriageway Concentric Widening on Existing 2 Lane Carriageway

6.131 Km

6 Proposed New 4 Lane Carriageway Construction (Bypasses) 12.50 Km

7 Total Length of the Project (i.e. between Km.249+000 to Km.349+060)

100.060 Km

8 Proposed Structures :

a) Major Bridges 05 Nos.

b) Minor Bridges 28 Nos.

c) Slab Culverts 27 Nos.

d) Box Culverts 11 Nos.

e) Hume Pipe Culverts 107 Nos.

f) Pipe Culverts for Road crossings 66 Nos.

g) Vehicular Underpasses 06 Nos.

h) Pedestrian Underpass 02 Nos.

i) Major Junctions 08 Nos.

j) Minor Junctions 36 Nos.

k) Bus Bays 12 Nos.

l) Toll Plaza 02 Nos.

m) Truck Lay Byes 02 Nos.

n) Service Roads (Both Side) 23.030 Km

o) Highway Lighting 23.20 Km

1.13 Design Parameters





Page No. 36

S. No.

Particulars Unit Value Remarks

A. ROAD WORKS

1. Design Speed km/hr 100/80 Ruling/ Minimum

2.

Width of Carriageway Meter 7.00 Each Direction

a) Shoulder

i) Paved Meter 1.50 Each Direction

ii) Earthen Meter 2.00 Each Direction

iii) Kerb Shyness Meter 0.25 Each Direction

c) Median Meter 4.50 Rural Area

Meter 2.00 Urban Area

d) Service Road /Carriageway

Meter 7.00

To be provided in built-up area

e) Footpath Meter 1.50 To be provided over drain in built up / urban area

3. Embankment Slope Ratio 2H:1V Height < 3m

3H:1V Height bet 3m to 6m

4.

Cross fall

a) Carriageway % 2.5

b) Paved Shoulder % 2.5

c) Earthen Shoulder % 3.0

d) Service Road % 2.5

5. Super Elevation % 5.0 Plain Terrain

6. Gradient % 3.3 Plain Terrain

7. Minimum Horizontal Curve Radius

Meter 400 Ruling

250 Absolute Minimum

8. Minimum Length of Vertical Curve

Meter 60 For 100 kmph

9. Stopping Sight Distance Meter 180 For 100 kmph





Page No. 37

S. No.

Particulars Unit Value Remarks

10. Coefficient of Lateral Friction

0.15 Maximum

B. INTERCHANGES -----------------------------N/A

11.

Interchange Ramp

a) Design speed Km/hr 65

b) Carriageway width

i) Single lane Meter 5.5

ii) Double lane Meter 7.5

c) Shoulder paved

i) Inner (Single Lane) Meter 1.5

ii) Outer Meter 1.5

d) Minimum Radius Meter 155

e) Maximum Super elevation

% 5

f) Longitudinal Gradient Meter 1 in 30 Maximum

12.

Interchange Loop Ramp

a) Design Speed Km/hr 40

b) Carriageway width

Double Lane

Meter 7.5

c) Shoulder Paved

i) Inner

ii) Outer

Meter

Meter

1.5

1.5

d) Minimum Radius Meter 100

e) Longitudinal Gradient Meter 1 in 30 Maximum



___________________________________________________________________________ Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9 from Km.249.000 to Km.348.800 under NHDP Phase III in

the State of Maharashtra on BOT (Toll) Basis. Page No. 38

2.0 Physical Progress in Km

2.1 Cumulative Physical Progress (Main Carriageway).

S. No Description of

Item Side

Total

length of

Highway

(In Km)

Progress

achieved up to

previous

month

(In Km.)

Progress

achieved

during this

month

(In Km.)

Cumulative

Progress

achieved up to

this month (In

Km.)

Balance length to

be completed (In

Km)

Cumulative

(% )of progress

achieved

1 Earthwork in

Embankment

LHS 100.060 57.890 2.660 60.550 39.510 60.51%

RHS 100.060 60.685 3.980 64.665 35.395 64.63%

Total 118.575 6.640 125.215

2 Sub grade

LHS 100.060 50.115 2.864 52.979 47.081 52.95%

RHS 100.060 53.103 2.987 56.090 43.970 56.06%

Total 103.218 5.851 109.069

3 GSB

LHS 100.060 43.870 3.420 47.290 52.770 47.26%

RHS 100.060 47.305 3.230 50.535 49.525 50.50%

Total 91.175 6.650 97.825

4 WMM

LHS 100.060 42.655 2.810 45.465 54.595 45.44%

RHS 100.060 45.045 3.944 48.989 51.072 48.96%

Total 87.700 6.754 94.454

5 DBM

LHS 100.060 39.688 2.700 42.388 57.672 42.36%

RHS 100.060 43.219 1.889 45.108 54.953 45.08%

Total 82.907 4.589 87.496

6 BC

100.060 0.000 0.000 0.000 100.060 0.00%

100.060 0.000 0.000 0.000 100.060 0.00%

Total 0.000 0.000 0.000





2.1.1 Main Carriageway

Section – I from Ch. 249+000 to Ch. 309+000

S. No Description of Item Side

Total

length of

Highway

(In Km)

Progress

achieved up

to previous

month

(In Km.)

Progress

achieved

during this

month

(In Km.)

Cumulative

Progress

achieved up to

this month (In

Km.)

Balance length

to be

completed (In

Km)

Cumulative

(% )of

progress

achieved

1 Earthwork in

Embankment

LHS 60.000 37.860 0.180 38.040 21.960 63.40%

RHS 60.000 41.155 0.680 41.835 18.165 69.73%

Total 79.015 0.860 79.875

2 Sub grade

LHS 60.000 33.390 0.441 33.831 26.169 56.39%

RHS 60.000 36.055 0.285 36.340 23.660 60.57%

Total 69.445 0.726 70.171

3 GSB

LHS 60.000 30.170 0.890 31.060 28.940 51.77%

RHS 60.000 32.745 0.440 33.185 26.815 55.31%

Total 62.915 1.330 64.245

4 WMM

LHS 60.000 29.775 0.510 30.285 29.715 50.48%

RHS 60.000 31.955 0.755 32.710 27.290 54.52%

Total 61.730 1.265 62.995

5 DBM

LHS 60.000 27.758 1.580 29.338 30.662 48.90%

RHS 60.000 31.304 0.480 31.784 28.216 52.97%

Total 59.062 2.060 61.122

6 BC

LHS 60.000 0.000 0.000 0.000 60.000 0.00%

RHS 60.000 0.000 0.000 0.000 60.000 0.00%

Total 0.000 0.000 0.000





2.1.2 Main Carriageway

Section – II from Ch. 309+000 to Ch. 349+060

S.

No Description of Item Side

Total

length of

Highway

(In Km)

Progress

achieved up

to previous

month

(In Km.)

Progress achieved

during this

month

(In Km.)

Cumulative

Progress

achieved up to

this month (In

Km.)

Balance length to

be completed (In

Km)

Cumulative

(% )of

progress

achieved

1 Earthwork in

Embankment

LHS 40.060 20.030 2.480 22.510 17.550 56.19%

RHS 40.060 19.530 3.300 22.830 17.230 56.99%

Total 39.560 5.780 45.340

2 Sub grade

LHS 40.060 16.725 2.423 19.148 20.912 47.80%

RHS 40.060 17.048 2.702 19.750 20.310 49.30%

Total 33.773 5.125 38.898

3 GSB

LHS 40.060 13.700 2.530 16.230 23.830 40.51%

RHS 40.060 14.560 2.790 17.350 22.710 43.31%

Total 28.260 5.320 33.580

4 WMM

LHS 40.060 12.880 2.300 15.180 24.880 37.89%

RHS 40.060 13.090 3.189 16.279 23.782 40.64%

Total 25.970 5.489 31.459

5 DBM

LHS 40.060 11.930 1.120 13.050 27.010 32.58%

RHS 40.060 11.915 1.409 13.324 26.737 33.26%

Total 23.845 2.529 26.374

6 BC

LHS 40.060 0.000 0.000 0.000 60.000 0.00%

RHS 40.060 0.000 0.000 0.000 60.000 0.00%

Total 0.000 0.000 0.000





2.2 Cumulative Physical Progress (Service Road).

S.


Total

length of

Highway

(In Km)

Progress

achieved up

to previous

month

(In Km.)

Progress achieved

during this month

(In Km.)

Cumulative

Progress

achieved up to

this month (In

Km.)

Balance length

to be completed

(In Km)

Cumulative

(% )of progress

achieved

1 Sub grade

LHS 23.030 6.820 0.000 6.820 16.210 29.61%

RHS 23.030 4.860 0.000 4.860 18.170 21.10%

Total 11.680 0.000 11.680

2 GSB

LHS 23.030 3.610 0.000 3.610 19.420 15.68%

RHS 23.030 2.680 0.110 2.790 20.240 12.11%

Total 6.290 0.110 6.400

3 WMM

LHS 23.030 3.610 0.000 3.610 19.420 15.68%

RHS 23.030 2.340 0.290 2.630 20.400 11.42%

Total 5.950 0.290 6.240

4 DBM

LHS 23.030 3.580 0.000 3.580 19.450 15.54%

RHS 23.030 1.705 0.245 1.950 21.080 8.47%

Total 5.285 0.245 5.530

5 SDBC

LHS 23.030 0.000 0.000 0.000 23.030 0.00%

RHS 23.030 0.000 0.000 0.000 23.030 0.00%

Total 0.000 0.000 0.000





2.2.1 Service Road

Section – I from Ch. 249+000 to Ch. 309+000

S.


Total

length of

Highway

(In Km)

Progress

achieved up

to previous

month

(In Km.)

Progress

achieved during

this month

(In Km.)

Cumulative

Progress

achieved up

to this month

(In Km.)

Balance length

to be

completed (In

Km)

Cumulative

(% ) of progress

achieved

1

Sub grade

LHS 14.160 3.910 0.000 3.910 10.250 27.61%

RHS 14.160 2.500 0.000 2.500 11.660 17.66%

Total 6.410 0.000 6.410

2 GSB

LHS 14.160 1.410 0.000 1.410 12.750 9.96%

RHS 14.160 0.000 0.500 0.500 13.660 3.53%

Total 1.410 0.500 1.910

3 WMM

LHS 14.160 1.410 0.000 1.410 12.750 9.96%

RHS 14.160 0.000 0.500 0.500 13.660 3.53%

Total 1.410 0.500 1.910

4 DBM

LHS 14.160 1.390 0.000 1.390 12.770 9.82%

RHS 14.160 0.000 0.000 0.000 14.160 0.00%

Total 1.390 0.000 1.390

5 BC

LHS 14.160 0.000 0.000 0.000 14.160 0.00%

RHS 14.160 0.000 0.000 0.000 14.160 0.00%

Total 0.000 0.000 0.000

3.910 0.000 3.910 10.250 27.61%





2.2.2 Service Road

Section – II from Ch. 309+000 to Ch. 349+060

S.


Total

length of

Highway

(In Km)

Progress

achieved up

to previous

month

(In Km.)

Progress

achieved during

this month

(In Km.)

Cumulative

Progress

achieved up

to this

month (In

Km.)

Balance length

to be completed

(In Km)

Cumulative

(% )of progress

achieved

1

Sub grade

LHS 8.870 2.910 0.000 2.910 5.960 32.81%

RHS 8.870 2.360 0.000 2.360 6.510 26.61%

Total 5.270 0.000 5.270

2 GSB

LHS 8.870 2.200 0.000 2.200 6.670 24.80%

RHS 8.870 2.180 0.110 2.290 6.580 25.82%

Total 4.380 0.110 4.490

3 WMM

LHS 8.870 2.200 0.000 2.200 6.670 24.80%

RHS 8.870 1.840 0.290 2.130 6.740 24.01%

Total 4.040 0.290 4.330

4 DBM

LHS 8.870 2.190 0.000 2.190 6.680 24.69%

RHS 8.870 1.705 0.245 1.950 6.920 21.98%

Total 3.895 0.245 4.140

5 BC

LHS 8.870 0.000 0.000 0.000 8.870 0.00%

RHS 8.870 0.000 0.000 0.000 8.870 0.00%

Total 0.000 0.000 0.000



___________________________________________________________________________ Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9

from Km.249.000 to Km.348.800 under NHDP Phase III in the State of Maharashtra on BOT (Toll) Basis.

Page No. 44

2.3 Cumulative Structure Progress (Nos).

S.

No Type of Structure

Total No of

Structures

No. of

Structures

Tackled

No. of

Structures

Completed

No. of

Structures

in

progress

No. of

Structures

Balance

1 Major Bridges

a New Construction

(05+ 02) 07 07 00 07 07

b Widening of Existing

Bridge (05- 02) 03 00 00 00 03

2 Minor Bridges

a New Construction

(28+10) 38 30 17 16 21


Bridge (28-10) 18 00 00 00 18

3 Pedestrian

Underpasses/

Vehicular Underpass

a New Vehicular

Underpass( 06X2) 12 04 00 04 12

b New Pedestrian

Underpass (02X02) 04 01 00 01 04

4 Box Culverts

a New Carriageway

(08X1) 08 08 05 03 03

b Widening Existing

carriageway (30X2) 60 42 37 05 23

c New Box Culvert on

Service Road (08X2) 16 10 08 02 08

5 Pipe Culverts

a New Carriageway

(29X1) 29 12 11 01 18

b Widening Existing

carriageway (78X2) 156 95 82 13 74

c New HPC on Service

Road(27X2) 54 27 21 06 33



__________________________________________________________________________________________ Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9 from Km.249.000

to Km.348.800 under NHDP Phase III in the State of Maharashtra on BOT (Toll) Basis. .

Page No. 45

2.3.1 Structure Progress (Nos).

Section – I

S.

No Type of Structure

Total No of

Structures

No. of

Structures

Tackled

No. of

Structures

Completed

No. of

Structures

in

progress

No. of

Structures

Balance

1 Major Bridges

a New Construction

(03+01) 04 04 00 04 04


Bridge (03-01) 02 00 00 00 02

2 Minor Bridges

a New Construction

(16+05) 21 17 08 09 13


Bridge (16-05) 11 00 00 00 11

3 Pedestrian

Underpasses/

Vehicular Underpass

a New Vehicular

Underpass( 03X2) 06 02 00 02 08

b New Pedestrian

Underpass (01X02) 02 01 00 01 02

4 Box Culverts

a New Carriageway

(04X1) 04 04 02 02 02

b Widening Existing

carriageway (16X2) 32 19 15 04 17

15c New Box Culvert on

Service Road (0 4X2) 08 02 01 01 07

5 Pipe Culverts

a New Carriageway

(21X1) 21 06 06 00 15

b Widening Existing

carriageway (57X2) 114 61 56 05 58

c New HPC on Service

Road(19X2) 38 19 15 04 23





Page No. 46

2.3.2 Structure Progress (Nos).

Section – II

S.

No. Type of Structure

Total No

of

Structures

No. of

Structures

Tackled

No. of

Structures

Completed

No. of Structures

Progres

s Balance

1 Major Bridge

a New Construction (02+01) 03 03 00 03 03


Bridge (02-01) 01 00 00 00 01

2 Minor Bridge

a New Construction (12+05) 17 13 09 04 08


Bridge (12-05) 07 00 00 00 07

3 Vehicular Underpass

a New Construction (03X02) 04 02 00 02 04

4 Pedestrian Underpass New (01X02)

02 00 00 00 02

5 Box Culverts

a New Carriageway (04X1) 04 04 03 01 01

b Widening Existing

carriageway (14X2) 28 23 22 01 06

c New Construction in

Service Road (04X2) 08 08 07 01 01

6 Pipe Culverts

a New Carriageway (08X1) 08 06 05 01 03

b Widening Existing

carriageway (22X2) 42 34 26 08 16

c New Construction in

Service Road (08X2) 16 08 06 02 10





Page No. 47

Status of design review.

2.4.1 Highways

Particulars SUBMITTED BY

CONCESSIONAIRE

COMMENTED BY

IE

APPROVED BY

IE

1. Plan & Profile (MCW) Ch 249+000 – Ch 349+060 Rev R2 2. Plan & Profile Ch 249+000 – Ch 349+060 Rev R3

100.060 Km Rev - R3

100.060 Km Rev R2

2. Plan & Profile (Service Road) (23.03 Kms)

21.48 21.48 commented

Typical Cross-section

(Total 09 Nos) 16 09 07

Miscellaneous

Drawings 27 12 15

2.4.2 Structures

Type of

Structures

SUB STRUCTURE SUPER STRUCTURE

Submitted Commented Approved Submitted Commented Approved

MAJOR BRIDGES

05 01 04 05 01 04

MINOR BRIDGES

28 02 267 28 02 26

SUBMITTED COMMENTED APPROVED

BOX CULVERTS 38 06 32

PIPE CULVERTS 107 00 107

VEHICULAR UNDERPASS

06 03 03

PEDESTRIAN UNDERPASS

02 - 02

2.4.3 Toll Plaza & other facilities.

Sr. No DRAWING SUBMITTED COMMENTED APPROVED

1. Toll Plaza 01 01 -

2. Toll plaza complex - - -

3. Bus Bays 01 01 -

4. Truck Lay Byes 01 01 -





Page No. 48

2.5 Status of Approval of Methodology of Construction.

2.5.1 Highways

STATUS OF METHODOLOGY OF CONSTRUCTION APPROVALS (HIGHWAYS)

Particulars SUBMITTED BY

CONCESSIONAIRES COMMENTED BY IE APPROVED BY IE

Construction

Methodology / Method Statement.

Yes Yes resubmission

required Quality Assurance Plan

Yes Yes resubmission

required Surveillance and

Safety Plan Yes Yes

2.5.2 Structures.

STATUS OF METHODOLOGY OF CONSTRUCTION APPROVALS (STRUCTURES)

Type of Structures

SUB STRUCTURE SUPER STRUCTURE

SUBMITTED COMMENTED APPROVED SUBMITTED COMMENTED APPROVED

MAJOR BRIDGES No -

MINOR BRIDGES No -

SUBMITTED COMMENTED APPROVED

BOX CULVERTS No

PIPE CULVERTS No

VEHICULAR UNDERPASS No

PEDESTRIAN UNDERPASS No





Page No. 49

3.0 Quality Assurance

3.1 Laboratory Equipment List.

(FROM KM.249+000 TO KM.309+000 )

EPC- M/s VIL (SECTION-I)

S. No. Description Available in Lab

A. General

I) Balance

a) Electronic Balance 10 kg capacity Accuracy 0.10gm 1 No

b) Electronic Balance 500 gm capacity - Accuracy 0.01 gm 1 No

c) Electronic Balance 5kg capacity Accuracy 0.5 gm 1 No

d) Electronic Balance 20kg capacity Accuracy 0.5 gm 1 No

e) Electronic Balance 30 kg capacity Accuracy 1.0 gm 2 No

f) Electronic Balance 60 kg capacity Accuracy 1 gm 3 No

g) Electronic Balance 100kg capacity Accuracy 2 gm 1 No

h) Platform scale- 300kg Capacity Accuracy 10 gm 1 No

II) Oven-electrically operated, thermostatically controlled (including thermometer), stainless steel interior

a) Glass Thermometer Temp range ambient to 100⁰c, Sensitivity 1⁰c, 5 No

b) Glass Thermometer Temp range ambient to 250⁰c, Sensitivity 1⁰c, 5 No

c) Digital Thermometer Temp range ambient to -50⁰c to 300⁰c, 10 No

iii) Sieves : As per IS 460 :1962

a) Test sieve of G.I 450mm internal dia. As per IS complete with lid and

pan NOS.

1 90mm & 63mm 6

2 75mm 1

3 53mm & 13.2mm 5

4 50mm, 45mm, 37.5mm, 20mm, 11.2mm & 10mm 3

5 40mm, 31.5mm, 26.5mm, 25mm & 4.75mm 4

6 22.4mm, 14mm, 12.5mm, 5.6mm, 2.36mm & Pan 2

7 19mm, 16mm, 9.5mm, 6.3mm & 2.8mm 1

b) Test sieve set 200mm internal dia (brass frame and steel/or brass wire cloth mesh) as per IS complete with lid and pan

NOS.

1 4.75mm, 2.36mm, 2mm, 1.18mm, 1.7mm & 1.4mm 1

2 1mm 3

3 710 micron, 150 micron & 90 micron 1

4 600 micron 3

5 425 micron 4





Page No. 50

6 300 micron & 180 micron 2

7 75 micron 5

8 Pan 2

C) Sieve shaker capable of taking 450mm dia sieves-electrically operated with time switch assembly 1

iv) 200 tons compression testing machine electric cum manually operated

1No

v) Stop watches 1/5 sec. accuracy 2 Nos

vi) Borrosil

a) Glassware comprising beakers, pipettes, dishes, glass rods and funnels, 1 D0z each

b) Measuring cylinders 2000cc capacity 1

C) Measuring cylinders 1000cc capacity 1

d) Measuring cylinders 500cc capacity 12

e) Measuring cylinders 100cc capacity 18

f) Measuring cylinders 50cc capacity 12

g) Measuring cylinders 25cc capacity 1

viii) Hot plates 200mm dia (1500 watt.) 2 Nos

ix) Enamel trays

a) 600mm×450mm×50mm 4 Nos

b) 450mm×300mm×40mm 4 Nos

c) 300mm×250mm×40mm 4 Nos

xii) Riffle box of slot size 50 mm 1 Nos

xiii) Spatula set of 100 and 200 long 2 Sets

xiv) Water testing kit 1 Set

xviii) First aid box 1 Set

B) For Soils and Aggregates

i) Liquid limit and plastic limit

a) Liquid limit device with Casagrande’s and grooving tools and as per IS-2720

2 No

b) Single point LL device 1 No

c) Moisture content cans 220 No

d) Ground glass plate with rounded edges 2 Nos.

II) Laboratories compaction

a) Compaction apparatus ( Proctor) complete with collar, base plate & 2.5kg rammer

2Nos

b) Compaction apparatus ( heavy) complete with collar, base plate & 4.5kg rammer

6Nos

iii) Sand Pouring Cylinder

a) Sand pouring cylinder (100mm) with conical funnel and top and base plate

4 Nos





Page No. 51

b) Sand pouring cylinder (150mm) with conical funnel and top and base plate

4 Nos

C) Sand pouring cylinder (200mm) with conical funnel and top and base plate

5 Nos

IV) Laboratory C.B.R. testing equipment to the requirements of IS and consisting of following:

1 Set

a) CBR moulds complete with collar, base plate, etc. 57 Nos

b) Soaking tank for accommodating 9 CBR moulds 1 No

C)

High tensile steel calibrated proving rings of 50kn capacity 1

d)

High tensile steel calibrated proving rings of 30kn capacity 1

VI) Rapid Moisture Meter 9 Nos

VII) Standard measures of 30 kg, 15, 3 Litre capacity along with tamping rod Each 1 Set

viii) Flakiness index test apparatus 2Nos

ix) Elongation index test apparatus 2Nos

X) Aggregate crushing value / impact test apparatus 1Nos

XI) Standard Penetration equipment 1Nos

C) For Bitumen and Bituminous Mixes

i) Constant temperature water bath for accommodating bitumen test specimen, electrically operated, and thermostatically controlled, stainless steel interior, temperature range ambient to 80⁰C

2 Nos.

ii) Bitumen penetrometer automatic type, including adjustable weight arrangement, and needles

2 Nos.

iii) Centrifugal type motorized bitumen extraction apparatus with stock of solvent & filter papers

1 No.

v) Marshall compaction apparatus and complete with electrically operated automatic loading unit, compaction pedestal, heating unit, head breaking assembly, flow meter, load transfer bar, specimen moulds 100mm dia with base plate, collars, specimen extractor, compaction hammer 4.53 kg×475mm fall, (excluding constant temperature bath)

1 set

vi) Ring and Ball Apparatus as per IS 1205-1978 1 Set

viii) Apparatus for Determination of Ductility Test as per IS 1208 - 1978 1 Set

ix) Apparatus of Determination of specific gravity IS-1202-1978 1 Set

D) For control of profile and surface evenness

i) Towed fifth Wheel Bump Integrator 1 Set

E) For Cement, Cement Concrete and other Materials

i) Vicat’s needle apparatus for setting time with plungers, as per IS-269-1968

2 Set

ii) Moulds

b) Cube 150 mm , moulds and 100 mm (each size) as per IS 60 & 12





Page No. 52

c) Beams 750mm×150mm×150mm moulds 12 Nos.

iii) High Frequency mortar cube vibrator for cement testing 1 No

iv) Concrete mixer power driven, 1cu. Ft. capacity 1 No

v) Variable frequency and amplitude vibrating table as per the relevant IS 1 No

vi) Equipment for Slump test/ compacting factor Apparatus complete 6 No

vii) Equipment for determination of specific gravity for fine and coarse aggregate as per IS 2386 (Part 3) 1963

1 No

x) Needle vibrator 1 No

F) Other Apparatus

i) Electrical oven big size 2 Nos

II) Ten % Fine value mould Base plate & plunger 1 Nos

iii) Vacuum Pump 2

Iv) GMM Flask 2

v) Electrical DLC Vibrator Hammer 1

vi) Shear Strength Checking Machine 1





Page No. 53

(FROM KM.309+000 TO KM.349+060 )

EPC- M/s PBAIL (SECTION-II)

A. General Available in

Lab

i) Balance

a) 10 kg capacity semi-self-Indicating type- Accuracy 1gm

Electronic 1 No

b) 500 gm capacity - Accuracy 0.01 gm 1 No

Electronic 1 No

C) Platform scale- 300kg Capacity 1 No

ii) Oven-electrically operated, thermostatically controlled (including thermometer), stainless steel interior

a) Temperature range ambient to 300⁰c, Sensitivity 1⁰c, capacity 120 liter 1 No

b) Temperature range ambient to 150⁰c, Sensitivity 1⁰c, capacity 250 liter 1 No

iii) Sieves : As per IS 460 :1962 a) Test sieve of G.I 450mm internal dia. As per IS complete with lid and pan of

hole sizes 90,80,75mm, 63mm, 53 mm,50mm,45mm, 37.5mm, 31.00mm,26.5mm,25.00mm,22.4mm,20.00mm,19.00mm,16.00mm,16.00mm,14.00mm,13.2mm,11.2mm,12.5mm,10.00mm,9.5mm,8.00mm, 6.7mm6.3mm,5.6mm, 4.752.63mm,1.188 mm&ld pan

2 sets

b) Test sieve set 200mm internal dia (brass frame and steel/or brass wire cloth mesh) as per IS complete with lid and pan of aperture sizes 4.75mm,2.36mm, 2mm, 1.18mm, 0.710 micron,600micron, 425micron, 300 micron, 150micron,90 micron and 75micron.

2 sets

iv) Sieve shaker capable of taking 200mm dia sieves-electrically operated with time switch assembly 1

v) 200 tonnes compression testing machine electric cum manually operated 1No

vi) Stop watches 1/5 sec. acccuracy 1No

vii) Glassware comprising beakers, pipettes, dishes, measuring cylinders (100 to 1000cc capacity) glass rods and funnels, glass thermometers range 0⁰C to 100⁰C and metallic thermometers range upto 300⁰C 1 Doz each

viii) Hot plates 200mm dia (1500 watt.) 2 Nos

ix) Enamel trays a) 600mm×450mm×50mm 2 Nos

b) 450mm×300mm×40mm 2 Nos

c) 300mm×250mm×40mm 2 Nos

d) Circular plates of 250 mm dia x) Riffle box of slot size 50 mm 1 No.

xi) Spatula set of 100 and 200 long 2 Sets

xii) Water testing kit 1 Set

B) For Soils and Aggregates i) Liquid limit and plastic limt





Page No. 54

a) Liquid limit device with Casagrande and groving tools and as per IS-2720 2 Nos.

b) Single point LL device 1 NO.

c) Moisture content cans 60 Nos

d) Ground glass plate with rounded edges 1 Nos

e) Compaction apparatus ( Proctor) complete with collar, base plate & 2.5kg rammer 2 Nos

f) Compaction apparatus ( heavy) complete with collar, base plate & 4.5kg rammer 4 Nos

ii) Sand pouring cylinder (150mm) with conical funnel and top and base plate (with 152mm dia of sand cone)

2 Sets

iii) Sampling tins with lids 100mm dia × 75mm ht. 1/2 kg capaciy 50

iv) Laboratory C.B.R. testing equipment to the requirements of IS and consisting of following: 1 Set

a) Floor mounted electro-mechanical load frame 5 tonne capacity with automatic strain control 1 No

b) CBR moulds complete with collar, base plate,etc. 16 Nos

d) CBR plunger with penetration dial guage holder 1 No

e) Surcharge weight with central hole of 2 Kg. weight 15 Nos

f) Spacer disc with handle 1 Nos

g) Perforated brass swell plate with adjustable cap on handle 16 Nos

h) Soaking tank for accmodating 9 CBR moulds 1

i) High tensile steel calibrated proving rings of 1000 kg. 2500 kg and 5000 kg capacity

1 set,1 set, 1 Set

j) Dial guage,25mm travel-0.01mm/division 2 Nos

xii) Speedy moisture tester complete with carrying case and supply of reagent 2 Nos

xix) Standard measures of 30 kg, 15, 3 Litre capacity along with tamping rod 1 Set

xxi) Flakiness index test apparatus 2Nos

xxii) Elongation index test apparatus 2Nos

xxiii) Aggregate crushing value / impact test apparatus 1Nos

xxv) Standard Penetration equipment 2 Nos

E) For Cement, Cement Concrete and other Materials i) Vicat needle apparatus for setting time with plungers, as per IS-269-1968 1 Set

b) Cube 150 mm ,moulds and 100 mm (each size) as per IS 58

c) Beams 750mm×150mm×150mm moulds 6 Nos.

iii) High Frequency mortar cube vibrator for cement testing 1 No

iv) Concrete mixer power driven, 1cu. Ft. capacity 1 No

v) Variable frequency and amplitude vibrating table as per the relevant IS 1 No

vi) Equipment for Slump test/ compacting factor Apparatus complete 2 Nos

vii) Equipment for determination of specific gravity for fine and coarse aggregate as per IS 2386 (Part 3) 1963

2 Nos

viii) Flexural attachment to compression testing machine. 1 No





Page No. 55

3.2 Material Testing

3.2.1 Scope of Test

TESTING

All basic and routine tests for earthworks, granular materials and concrete works are

carried out at Project laboratory.

Whenever required, like for cement, water, aggregates and reinforcement steel, tests

are being conducted at approved independent laboratory.

Calibration for testing apparatus and laboratory equipment and plants has been

carried out by Certified Independent Testing agency.

Concessionaire has established site laboratories at the following locations:

Location Test Coverage

At Section – 1

Km. 274.050 LHS

Earthworks;

GSB;

Wet Mix Macadam;

Mineral Aggregates

Bituminous works and

Concrete.

At Section – 2

Km. 340.300 LHS

Earthworks;

GSB

Wet Mix Macadam;

Mineral Aggregates

Bituminous works and

Concrete.



____________________________________________________________________________________

______ Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9 from

Km.249.000 to Km.348.800 under NHDP Phase III in the State of Maharashtra on BOT (Toll) Basis. .

Page No. 56

3.2.2 SOURCE OF AGGREGATES & NATURAL SAND

Bhima River is the main source of natural sand.

Coarse aggregate for Concrete, WMM, DBM and BC works are available

at Km 274 LHS and Km 340 LHS for sections 1 & 2 respectively.

Two stone quarries with corresponding crusher plants, WMM Plants -2

Nos, Concrete Batching Plant- 02 Nos and Double Barrel Hot mix plant -

01 No have been established and commissioned as follows:

S. No. Location / Km. Capacity

1

2

3

4

5

Section – 1: 274.050 LHS, (4 Km on Tuljapur Road) at

Karali Fata village.

Crusher Plant

Concrete Batching Plant – 01

WMM Plant - 01

Double Barrel Hot Mix Plant – 01

Mobile Crusher Plant at Ch. 294+600 RHS in Naldurg

Bypass

200 TPH 120 Cum/hr 350 TPH 200 TPH 200 TPH

1

2

3

4

5

Section- 2: 340.300 LHS, (0.05 Km at Arbali village)

Crusher Plant -02 Nos

Concrete Batching Plant

Concrete Batching Plant at Naldurg Bypass (Not in

operation)

WMM Plant – 01

Concrete Batching Plant at Umerga Bypass (Not in

operation)

Batch type Hot Mix Plant - 01

200 TPH

60 Cum/hr

150 TPH

30 Cum/hr

160 TPH



____________________________________________________________________________________

______ Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9 from


Page No. 57

3.2.3 CONCRETE MIX DESIGNS

The Concrete mix designs for Section – I was carried out in the Independent

Laboratory and the Concessionaire has submitted the Concrete mix designs.

Trial mixes were carried out for M15, M20, M30, M35 & M40 by the

Concessionaire in the Site Laboratory and witnessed by IE and have

recommended for permanent works.

The Concrete mix designs of M15, M20, M25, M30 and M35 for Section –II has

been carried out in the Site Laboratory under the supervision of

Concessionaire’s QC Team and witnessed by IE.

S.No. Grade of Concrete

Used for

1 M15 PCC in Structures

2 M20 PCC in Structures & Kerb

3 M25 RCC for Structures




3.3 BITUMINOUS MIX DESIGNS

The Bituminous mix design for DBM for section-I & II and BC for section-II was submitted by the Concessionaire. Gradation as per the submission of JMF of DBM and BC were checked in the Site laboratories of Section-I & II and was satisfactory. IE has recommended mix design of DBM & BC for permanent works with comments to ensure that bituminous mixes for new pavement construction are produced exclusively using Batch Type Hot Mix Plants only. Any deviation from this mandatory requirement will lead to non-approval of such works. But the Concessionaire is using the Double Barrel Drum Hot Mix plant in Section-I.

Concessionaire has commenced usage of VG-40 in DBM.

3.4 QUALITY CONTROL TEST

Material testing has been done as per requirements of the Contract Agreement

and MoRT&H specifications as detailed below.



__________________________________________________________________________________________ Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9 from Km.249.000 to Km.348.800 under NHDP Phase III in the State of Maharashtra on BOT

(Toll) Basis. .

Page No. 58

Qty Req.

testDone pass fail Total

IE

witnessedQTY Req. test Passed Failed Total

IE


IE

witnessed

1.00

a Grainsize analysis 1 test for 250 mtr 0 0 0 0 0 0 449 449 0 449 54 449 449 0 449 54

b Atterberg'slimit 1 test for 250 mtr 0 0 0 0 0 0 449 449 0 449 54 449 449 0 449 54

c M.D.D 1 test for 250 mtr 0 0 0 0 0 0 449 449 0 449 54 449 449 0 449 54

d Free swelling index As required 0 0 0 0 0 0 459 438 21 459 55 459 438 21 459 55

f Field Density O.G.L. 1 test/1000 sqm Sqmtr 12037 12 18 18 0 18 2 688258 712 730 9 739 71 700295 724 748 9 757 73

1.A 0

a Grainsize analysis 2 test for 3000 m³ 0 0 0 0 0 0 216 216 0 216 40 216 216 0 216 40

b Atterberg'slimit 2 test for 3000 m³ 0 0 0 0 0 0 216 216 0 216 40 216 216 0 216 40

c M.D.D 2 test for 3000 m³ 0 0 0 0 0 0 216 216 0 216 40 216 216 0 216 40

d Free swelling index 2 test for 3000 m³ 0 0 0 0 0 0 216 216 0 216 40 216 216 0 216 40

e CBR Testing Cutting

Portion 1 test for 3000 m³ 1 1 1 0 1 0 83 84 0 84 29 84 85 0 85 29

f CBR Testing

(OGL/Subgrade) 1 test for 3000 m³ 0 0 0 0 0 0 14 14 0 14 8 14 14 0 14 8

1.B -



c M.D.D 2 test for 3000 m³ 2 2 2 0 2 1 139 139 0 139 31 141 141 0 141 32


e CBR Testing 1 test for 3000 m³ 1 1 1 0 1 1 84 64 20 84 14 85 65 20 85 15

0

2.00 0



c M.D.D 2 test for 3000 m³ 25 25 25 0 25 3 734 734 0 734 90 759 759 0 759 93


e C.B.R Testing 1 test for 3000 m³ 15 15 15 0 15 2 243 245 1 246 41 258 260 1 261 43

p

a Grainsize analysis 1 test for 1500 m³ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

b Atterberg'slimit 1 test for 1500 m³ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

c M.D.D 1 test for 1500 m³ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

d Free swelling index 1 test for 1500 m³ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

a Field Density Emb. 1 test for 1000 m² Sqmtr 17460 17 27 26 1 27 3 3412247 2341 2387 36 2423 279 3429707 2358 2413 37 2450 282

b Third party test result As required

4.00 m³



c M.D.D 1 test for 1500 m³ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


e C.B.R (Subgrade) 1 test for 3000 m³ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

a Field Density Subgrade 1 test for 500 m² 18947 38 42 41 1 42 5 2075411 4188 4246 48 4294 463 2094358 4226 4287 49 4336 468

b Field Density Shoulder 1 test for 500 m² 56000 112 115 115 0 115 0 15000 30 30 0 30 5 71000 142 145 0 145 5

c Field Density Median 1 test for 500 m² 36778 74 78 78 0 78 0 0 0 0 0 0 0 36778 74 78 0 78 0

Embankment

Subgrade/ Shoulder/Median

0

Sq mtr

Cum 0 0

Borrow Area

Cum 37500 1096500 1134000

Cutting Portion

Cum 0 288500 288500

Existing carriage way

KM 0

Sr. No Description

Frequency of test

required as per

MORT&H

Unit

During Current Month (February-2017)

SECTION-I Month of February-2017 (From 26.01.2017 to 25.02.2017)

QA/QC REPORT From KM 249+000 To 309+000

CUM UP TO this Month (January -2017) CUM UP TO this Month (February -2017)

O.G.L




(Toll) Basis. .

Page No. 59

5.00 m³ 0

a Gradation 1 test for 200 m³ 11 13 13 0 13 3 824 898 0 898 170 835 911 0 911 173

b Atterberg's limit 1 test for 200 m³ 11 13 13 0 13 3 814 888 0 888 170 825 901 0 901 173

c M.D.D As required 0 0 0 0 0 6 6 0 6 3 6 6 0 6 3

d Ten percentage fines As required 0 0 0 0 0 0 7 7 0 7 3 7 7 0 7 3

e C.B.R As required 0 0 0 0 0 0 2 2 0 2 1 2 2 0 2 1

f Field Density G.S.B. 1 test for 500 m² Sqmtr 19187 39 40 40 0 40 5 991926 1994 2042 14 2056 208 1011113 2033 2082 14 2096 213

6.00 m³ 0



c M.D.D As required 0 0 0 0 0 0 9 9 0 9 3 9 9 0 9 3

d Los Angels Abrasion Test As required 0 0 0 0 0 0 1 1 0 1 1 1 1 0 1 1

e FI & EI 1 test for 200 m³ 13 15 15 0 15 0 636 723 0 723 106 649 738 0 738 106

f AIV 1 test for 200 m³ 13 15 15 0 15 0 627 723 0 723 106 640 738 0 738 106

g Field Density WMM 1 test for 500m² Sqmtr 15091 30 33 33 0 33 4 1021967 2037 2099 19 2118 222 1037058 2067 2132 19 2151 226

h Water Absorption As required 0 0 0 0 0 0 0 0 4 4 0 4 2 0 4 4 0 4 2

7.00

a Prime Coat

1 test per 500m² &

not less than 2 tests

per day.

Sqmtr 12093 24 28 28 0 28 3 538281 1087 1136 0 1136 79 550374 1111 1164 0 1164 82

b Tack Coat

1 test per 500m² &

not less than 2 tests

per day.

Sqmtr 14007 28 36 36 0 36 4 525632 1159 1194 0 1194 80 539639 1187 1230 0 1230 84

9.00 cum

a Mix Gradation 13 13 13 0 13 0 0 483 477 0 477 86 - 496 490 0 490 86

b Binder Content & gradation of mix 13 13 13 0 13 0 0 438 440 0 440 82 - 451 453 0 453 82

c Marshall Stability 17 17 17 0 17 0 0 349 350 0 350 80 - 366 367 0 367 80

d AIV 1 test for 50 m³ Agg. 1350 27 28 28 0 28 0 22631 756 800 0 800 142 23981 783 828 0 828 142

e FI & EI 1 test for 50 m³ Agg. 1350 27 28 28 0 28 0 22631 756 800 0 800 142 23981 783 828 0 828 142

f PI As required 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

g Stripping Value test As required 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

h Core Density DBM (I&II) 1 test per 700m² 17580 25 26 26 0 26 0 514475 738 782 0 782 140 532055 763 808 0 808 140

I Control of Temperature Regularly

J Sand equivalent value As required

12.00 -

a Softening point Per lot 15 15 15 0 15 2 0 202 202 0 202 28 0 217 217 0 217 30

b Penetration Per lot 15 15 15 0 15 2 0 202 202 0 202 28 0 217 217 0 217 30

c Viscosity Per lot 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

d Ductility Per lot 15 15 15 0 15 2 0 203 203 0 203 28 0 218 218 0 218 30

e Elastic Recovery Per lot 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

f Specific Gravity per lot 0 0 0 0 0 0 0 1 1 0 1 0 0 1 1 0 1 0

g Thin film Oven Test Per lot 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

h Third party test result per lot 0 0 0 0 0 0 0 2 2 0 2 0 0 2 2 0 2 0

13.00 0

a Third party test result per lot 0 0 0 0 0 0 0 2 2 0 2 0 2 2 0 2 0

b Viscosity Per lot 0 0 0 0 0 0 0 20 20 0 20 2 20 20 0 20 2

14.00 LOT

a Consistency 1 test per lot 10 10 10 0 10 2 228 228 0 228 44 238 238 0 238 46

b Initial/Final setting 1 test per lot 10 10 10 0 10 2 228 228 0 228 44 238 238 0 238 46

c Soundness As required 0 0 0 0 0 0 0 1 1 0 1 1 0 1 1 0 1 1

d Fineness 1 test per lot 10 10 10 0 10 2 228 228 0 228 42 238 238 0 238 44

3 Days 13 13 13 0 13 1 159 159 0 159 25 172 172 0 172 26

7 Days 10 10 10 0 10 2 146 146 0 146 29 156 156 0 156 31

28 Days 14 14 14 0 14 1 129 129 0 129 24 143 143 0 143 25

f Third party test result As required 0 0 0 0 0 0 0 5 5 0 5 0 0 5 5 0 5 0

15.00 Water

a Third party test result As required 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 2 0 2 0

16.00 LOT

a Third party test result per lot 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 2 0 2 0

1 set 3

cube

Admixture

Bitumen

Bitumen Emulsion

Cement

e Compressive strength

Rate of Spread of Binder

Dense Graded Bituminous Macadam

1 test for each 400

tonnes or 2 tests per

day per plant

135594

Wet Mix Macadam

Cum 2426 123880 126306

Granular Sub Base

Cum

2026 133568




(Toll) Basis. .

Page No. 60

17.00 LOT

a 8mm Dia

Third party test result Per Lot 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 5 0 5 0

b 10mm Dia


c 12mm Dia


d16mm Dia


e20mm Dia 0


f25mm Dia


g30mm Dia


h32mm Dia


ILRPC STRAND


18.00

a Gradation Per day 1 Test 14 14 14 0 14 2 0 547 547 0 547 84 0 561 561 0 561 86

b AIV As required 14 14 14 0 14 2 0 382 382 0 382 72 0 396 396 0 396 74

c FI As required 14 14 14 0 14 2 0 249 249 0 249 61 0 263 263 0 263 63

Cube Strength (1 Test = 3Cube)

7 Days 6 6 6 0 6 4 338 338 0 338 63 344 344 0 344 67

28 Days 33 33 33 0 33 10 453 453 0 453 81 486 486 0 486 91

7 Days 0 0 0 0 0 0 0 1 1 0 1 1 0 1 1 0 1 1

28 Days 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7 Days 15 15 15 0 15 6 259 259 0 259 67 274 274 0 274 73

28 Days 47 47 47 0 47 28 394 394 0 394 118 441 441 0 441 146

7 Days 1 1 1 0 1 0 16 16 0 16 11 17 17 0 17 11

28 Days 4 4 4 0 4 0 34 34 0 34 15 38 38 0 38 15

7 Days 19 19 19 0 19 5 650 650 0 650 153 669 669 0 669 158

28 Days 76 76 76 0 76 36 1337 1337 0 1337 322 1413 1413 0 1413 358

7 Days 13 13 13 0 13 8 158 158 0 158 59 171 171 0 171 67

28 Days 54 54 54 0 54 32 271 271 0 271 118 325 325 0 325 150

7 Days 5 5 5 0 5 3 186 186 0 186 56 191 191 0 191 59

28 Days 5 5 5 0 5 2 429 429 0 429 130 434 434 0 434 132

7 Days 1 1 1 0 1 1 35 35 0 35 6 36 36 0 36 7

28 Days 4 4 4 0 4 2 68 68 0 68 12 72 72 0 72 14

19.00

a proving ring 0 2 2 2 0 2 0 0 3 3 0 3 0 0 5 5 0 5 0

b Rapid moisture meter 0 1 1 1 0 1 0 0 26 26 0 26 2 0 27 27 0 27 2

c Sand pouring cylinder 0 2 2 2 0 2 0 0 27 27 0 27 1 0 29 29 0 29 1

d Batching plant 0 0 0 0 0 0 0 0 4 4 0 4 1 0 4 4 0 4 1

e wmm plant 0 0 0 0 0 0 0 0 3 3 0 3 1 0 3 3 0 3 1

f Hot mix plant 0 0 0 0 0 0 0 0 1 1 0 1 0 0 1 1 0 1 0

CTM Machine 0 0 0 0 0 0 0 0 2 2 0 2 0 0 2 2 0 2 0

20.00 0

a THREE EDGE BEARING TEST 0 0 0 0 0 0 0 0 10 10 0 10 1 0 10 10 0 10 1

b HYDROSATIC TEST 0 0 0 0 0 0 0 0 10 10 0 10 1 0 10 10 0 10 1

c PERMEABILITY TEST 0 0 0 0 0 0 0 0 7 7 0 7 1 0 7 7 0 7 1

CALIBRATIONS

As required

HUME PIPE

1625

k M-35 Pile m³ 15 400 415

j M-40 m³ 83 1542

13118

i M-35 ( RE Wall Panel) m³ 224 1625 1849

h M-30 m³ 405 12713

2796

g M-25 m³ 3 196 199

f M-20 kerb m³ 168 2628

48 2300 2348

e M-20 m³ 0

Steel

Concrete

d M-15 m³




(Toll) Basis. .

Page No. 61

Qty Req.

testDone pass fail Total

IE

witnessedQTY

Req.

testPassed Failed Total

IE


IE

witnessed

1.00

a Grainsize analysis 1 test for 250 mtr 0 0 0 0 0 0 220 220 0 220 20 220 220 0 220 20

b Atterberg'slimit 1 test for 250 mtr 0 0 0 0 0 0 220 220 0 220 20 220 220 0 220 20

c M.D.D 1 test for 250 mtr 0 0 0 0 0 0 220 220 0 220 20 220 220 0 220 20

d Free swelling index As required 0 0 0 0 0 0 220 178 42 220 25 220 178 42 220 25

f Field Density O.G.L. 1 test/1000 sqm Sqmtr 500 1 1 1 0 1 1 467,999 595 603 3 606 65 468,499 596 604 3 607 66

1.A

a Grainsize analysis 2 test for 3000 m³ 6 6 6 0 6 1 78 78 0 78 15 0 84 84 0 84 16

b Atterberg'slimit 2 test for 3000 m³ 6 6 6 0 6 1 78 78 0 78 15 0 84 84 0 84 16

c M.D.D 2 test for 3000 m³ 6 6 6 0 6 1 78 78 0 78 15 0 84 84 0 84 16

d Free swelling index 2 test for 3000 m³ 6 6 6 0 6 1 82 82 0 82 15 0 88 88 0 88 16

e CBR Testing Cutting Portion 1 test for 3000 m³ 2 2 2 0 2 1 28 28 0 28 7 0 30 30 0 30 8

f CBR Testing (OGL/Subgrade) 1 test for 3000 m³ 0 0 0 0 0 0 3 3 0 3 0 0 3 3 0 3 0

1.B



c M.D.D 2 test for 3000 m³ 7 7 7 0 7 2 69 69 0 69 12 0 76 76 0 76 14


e CBR 1 test for 3000 m³ 0 0 0 0 0 0 40 40 0 40 5 0 40 40 0 40 5

2.00



c M.D.D 2 test for 3000 m³ 16 16 16 0 16 2 511 511 0 511 61 0 527 527 0 527 63


e C.B.R Testing 1 test for 3000 m³ 1 1 1 0 1 0 185 191 0 191 24 0 186 192 0 192 24

3.00



c M.D.D 1 test for 1500 m³ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


a Field Density Emb. 1 test for 1000 m² Sqmtr 68649 71 73 71 2 73 8 1559318 2033 2298 40 2338 281 1627967 2104 2369 42 2411 289

b Third party test result As required 0

4.00



c M.D.D 1 test for 1500 m³ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


e C.B.R (Subgrade) 1 test for 3000 m³ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

a Field Density Subgrade 1 test for 500 m² 70831 142 154 142 12 154 16 1045823 2630 2819 111 2930 327 1116654 2772 2961 123 3084 343

b Field Density Shoulder 1 test for 500 m² 0 0 0 0 0 0 50087 101 108 0 106 0 50087 101 108 0 106 0

c Field Density Median 1 test for 500 m² 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Cutting Portion

Existing Windening Portion

Borrow Area

Embankment

CUM up to Month (Feb.-2017)

Cum 0 0

Frequency of test

required as per

MORT&H

Description Sr. No

KM

Unit

During Current Month (Feb-2017)

SECTION-II Month of Feb.-2017 (From 26.01.2016 to 25.02.2017)

Subgrade/ Shoulder/Median

QA/QC REPORT From KM 309+00 To 349+060

55

Cum 0 0

Cum 0 0

Sqmtr

UP to Prev. Month (Jan.-2016)

O.G.L Bed

55




(Toll) Basis. .

Page No. 62

5.00



c M.D.D As required 1 1 1 0 1 0 7 7 0 7 2 8 8 0 8 2

d Ten percentage fines As required 1 1 1 0 1 0 5 5 0 5 4 6 6 0 6 4

e C.B.R As required 0 0 0 0 0 0 2 2 0 2 1 2 2 0 2 1

f Field Density G.S.B. 1 test for 500 m² Sqmtr 43443 87 89 87 2 89 9 374469 755 784 13 797 103 417912 842 871 15 886 112

6.00



c M.D.D As required 0 0 0 0 0 0 4 4 0 4 2 4 4 0 4 2

d Los Angels Abrasion Test As required 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

e FI & EI 1 test for 200 m³ 33 55 55 0 55 10 308 388 0 388 73 341 443 0 443 83

f AIV 1 test for 200 m³ 33 55 55 0 55 10 308 388 0 388 73 341 443 0 443 83

g Field Density WMM 1 test for 500m² Sqmtr 51086 103 103 103 0 103 12 455533 982 1008 25 1033 127 506619 1085 1111 25 1136 139

h Water Absorption As required 0 0 0 0 0 0 0 0 5 5 0 5 1 0 5 5 0 5 1

7.00

a Prime Coat

1 test per 500m² &

not less than 2tests per

day.

Sqmtr 23138 47 50 50 0 50 6 158614 318 337 0 337 23 181752 365 387 0 387 29

b Tack Coat

1 test per 500m² &

not less than 2tests per

day.

Sqmtr 33301 67 70 70 0 70 8 241793 487 504 0 504 46 275094 554 574 0 574 54

9.00

a Mix Gradation 12 16 16 0 16 4 195 201 0 201 41 207 217 0 217 45

b Binder Content & gradation of mix 12 16 16 0 16 4 195 201 0 201 41 207 217 0 217 45

c Marshall Stability 12 16 16 0 16 4 195 201 0 201 44 207 217 0 217 48

d AIV 1 test for 50 m³ Agg. 40 42 42 0 42 13 336 365 0 365 75 376 407 0 407 88

e FI & EI 1 test for 50 m³ Agg. 40 42 42 0 42 13 336 365 0 365 74 376 407 0 407 87

f PI As required 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

g Stripping Value test As required 0 0 0 0 0 0 0 0 1 0 1 0 0 0 1 0 1 0

h Core Density DBM (I&II) 1 test per 700m² Sqmtr 24934 38 39 39 0 39 6 250484 359 375 0 375 121 275418 397 414 0 414 127

I Control of Temperature Regularly 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

J Sand equivalent value As required 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10.00

a Softening point Per lot 9 9 9 9 0 9 2 0 90 90 0 90 15 0 99 99 0 99 17

b Penetration Per lot 9 9 9 9 0 9 2 0 90 90 0 90 15 0 99 99 0 99 17

c Viscosity 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

d Ductility Per lot 9 9 9 9 0 9 2 0 90 90 0 90 15 0 99 99 0 99 17

e Elastic Recovery 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

f Specific Gravity 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

g Thin film Oven Test 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

h Third party test result 0 0 0 0 0 0 0 0 1 0 1 0 0 0 1 0 1 0

11.00

a Third party test result 0 0 0 0 0 0 0 0 1 0 1 0 0 0 1 0 1 0

b Viscosity Per lot 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

4995

1973

42253 47248

Cum

-

Cum

Rate of Spread of Binder

Dense Graded Bituminous

Macadam ( m³)

83049

653426420

Granular Sub Base(m3)

Wet Mix Macadam (m3)

8556

58922

74492

Bitumen

Bitumen Emulsion (RS)

1 test for each 400

tonnes or 2 tests per

day per plant

1863116658 Cum




(Toll) Basis. .

Page No. 63

12.00

a Consistency 1 test per lot 4 4 4 0 4 2 0 113 113 0 113 19 0 117 117 0 117 21

b Initial/Final setting 1 test per lot 4 4 4 0 4 2 0 113 113 0 113 19 0 117 117 0 117 21

c Soundness As required 0 0 0 0 0 0 0 1 1 0 1 0 0 1 1 0 1 0

d Fineness 1 test per lot 4 4 4 0 4 2 0 112 112 0 112 17 0 116 116 0 116 19

3 Days 4 4 4 0 4 1 0 118 118 0 118 15 0 122 122 0 122 16

7 Days 3 3 3 0 3 3 0 121 121 0 121 15 0 124 124 0 124 18

28 Days 3 3 3 0 3 1 0 122 122 0 122 15 0 125 125 0 125 16

f Third party test result As required 0 0 0 0 0 0 0 4 5 0 5 0 0 4 5 0 5 0

13.00

a Third party test result As required 1 1 1 0 1 0 1 1 0 1 0 2 2 0 2 0

14.00

a Third party test result As required 0 0 0 0 0 0 3 3 0 3 0 3 3 0 3 0

15.00

a 8mm Dia

Third party test result Per Lot 0 0 0 0 0 0 0 3 3 0 3 0 3 3 0 3 0

b 10mm Dia 0


c 12mm Dia 0


d 16mm Dia 0


e 20mm Dia 0


f 25mm Dia 0


g 30mm Dia 0


h 32mm Dia 0


I LRPC STRAND 0


e Compressive strength

Water

Admixture

Cement

STEEL




(Toll) Basis. .

Page No. 64

16.00

a Gradation Per day 1 Test 15 21 21 0 21 3 - 454 466 1 467 61 469 487 1 488 64

b AIV Per day 1 Test 0 15 21 21 0 21 3 - 418 426 0 426 57 433 447 0 447 60

c FI Per day 1 Test 0 15 21 21 0 21 3 - 418 426 0 426 57 433 447 0 447 60

Cube Strength (1 Test = 3Cube)

7 Days 17 22 22 0 22 7 238 233 0 233 46 255 255 0 255 53

28 Days 9 17 17 0 17 3 333 325 0 325 47 342 342 0 342 50

7 Days 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

28 Days 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

7 Days 7 11 11 0 11 2 107 103 0 103 37 114 114 0 114 39

28 Days 8 12 12 0 12 4 225 202 0 202 91 233 214 0 214 95

7 Days 10 10 10 0 10 4 101 94 0 94 34 111 104 0 104 38

28 Days 10 10 10 0 10 5 147 144 0 144 44 157 154 0 154 49

7 Days 11 11 11 0 11 6 606 587 0 587 131 617 598 0 598 137

28 Days 5 5 5 0 5 5 1120 1089 0 1089 245 1125 1094 0 1094 250

7 Days 13 18 18 0 18 3 108 104 0 104 31 121 122 0 122 34

28 Days 20 26 26 0 26 1 288 243 0 243 61 308 269 0 269 62

7 Days 16 22 22 0 22 8 129 114 0 114 45 145 136 0 136 53

28 Days 18 24 24 0 24 23 265 222 0 222 82 283 246 0 246 105

7 Days 0 0 0 0 0 0 1 1 0 1 1 1 1 0 1 1

28 Days 0 0 0 0 0 0 3 3 0 3 0 3 3 0 3 0

7 Days 0 0 0 0 0 0 16 16 0 16 1 16 16 0 16 1

Gradation 0 0 0 0 0 0 11 11 0 11 0 11 11 0 11 0

FDD 0 0 0 0 0 0 6 6 0 6 0 6 6 0 6 0

17

a Proving ring 0 0 0 0 0 0 0 2 9 0 9 0 2 9 0 9 0

b Sand pouring cylinder 100 MM 0 0 0 0 0 0 4 12 0 12 5 4 12 0 12 5

c Sand pouring cylinder 150 MM 0 0 0 0 0 0 4 14 0 14 5 4 14 0 14 5

d Sand pouring cylinder 200MM 0 0 0 0 0 0 4 11 0 11 2 4 11 0 11 2

e oven 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

f CBR MOULD 0 0 0 0 0 0 17 48 0 48 0 17 48 0 48 0

g Rapid moisture meter 0 0 0 0 0 0 2 5 0 5 0 2 5 0 5 0

h AIV 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 0

i Batching plant 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 0

j wmm plant 0 0 0 0 0 0 0 1 0 1 1 0 1 0 1 1

k Hot mix plant 0 0 0 0 0 0 1 1 0 1 0 1 1 0 1 0

(D)

4 THREE EDGE BEARING TEST 0 0 0 0 0 0 0 1 1 0 1 1 0 1 1 0 1 1

5 HYDROSATIC TEST 0 0 0 0 0 0 0 1 1 0 1 1 0 1 1 0 1 1

6 ULTIMATE LOAD TEST 0 0 0 0 0 0 0 1 1 0 1 1 0 1 1 0 1 1

7 PERMEABILITY TEST 0 0 0 0 0 0 0 1 1 0 1 1 0 1 1 0 1 1

(D)


5 HYDROSATIC TEST 0 0 0 0 0 0 0 1 1 0 1 1 0 1 1 0 1 1



(E)


5 HYDROSATIC TEST 0 0 0 0 0 0 0 1 1 0 1 1 0 1 1 0 1 1



(F)

4 VISCOSITY TEST 0 0 0 0 0 0 11 11 0 11 0 0 11 11 0 11 0

5 RESIDUE BY EVAPORATION 0 0 0 0 0 0 6 6 0 6 0 0 6 6 0 6 0

6 RESIDUE BY 600Microm IS SIEVE 0 0 0 0 0 0 6 6 0 6 0 0 6 6 0 6 0

1474

M-20 m³

0

j M-40 m³ 246

152M-35 (RE Wall Pannel) m³i

l

M-40PQCk m³

f

h

g

m³ 0

2556

1046

1808

e

2319

11550

11

449

32

DLC

M-20 kerb m³ 155

163m³M-30

M-25

d M-15 m³ 358

BITUMEN EMULSION (SS)

HUME PIPE 900 MM

HUME PIPE 1000 MM

HUME PIPE 1200 MM

2677

1629

1088

11713

2708

2054

32

449

0

As required 0

m³ 42

0

0

Concrete

CALIBRATIONS



__________________________________________________________________________________________ Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9 from


Page No. 65

3.5 MATERIAL SUPPLIERS:

S. No. PARTICULAR SUPPLIER Credentials submitted by Concessionaire

1 Cement; Grade 43, 53 OPC

1. ACC Cement

2. Ultratech Cement

3. Chettinad Cement

4. J.K Cement

2 Admixture for Concrete: 1. Sika

2. Fosroc

3 Reinforcing Steel Bars (TMT)

1. M/s Rama Power and Steel Pvt. Ltd., Raipur.

2. M/s Real Ispat & Power Ltd. Raipur.

3. M/s SAIL.

4. M/s Monnet Ispat & Energy Ltd. Raigarh.

5. M/s Rashtria Ispat Nigam Ltd. (RINL).

6. M/s Jindal Steel & Power Ltd.

7. M/s Tata Steel

4 RCC Pipes 1. Medhavi Prestressed Pipes Pvt. Ltd Nanded.

2. Sri Venkateswara Cement Products Tamalwadi, Tuljapur.

5 RE Walls 1. Maccaferri, Pune.

2. A & T, Mumbai

6 Bitumen Emulsion

1. M/s Hotcrete Infrastructure Pvt Ltd Hyderabad.

2. M/s IWL India, Mumbai.

3. M/s Tikitar, Mumbai.

7 Bitumen VG 30 & VG 40 1. M/s HPCL

2. M/s BPCL

8 Elastomeric & POT/ PTFE Bearings

1. M/s Sanfield India Ltd, Bhopal.





Page No. 66

4.0 ENVIRONMENTAL MANAGEMENT

4.1 Status of various Permissions/Approvals

Particulars Status Original Remarks

Permission of the State Government for extraction of boulders from quarry.

Yes/No Yes

Permission of Village Panchayat and Pollution Control Board for installation of Crushers.

Yes/No

Yes

Submitted vide Letter No. STPL/NHAI/NH9/2014/196 for both Sections

License for use of Explosives. Yes/No Yes

Permission of the State Government for drawing Water from river/ reservoir.

Yes/No N/A

Bore wells will be the source of Water

License from Inspector of Factories or other competent Authority for setting up Batching Plant.

Yes/No

Yes

Clearance of Pollution Control Board for setting up Batching Plant. Yes/No Yes

Submitted vide Letter No. STPL/NHAI/NH9/2014/196 for both Sections

Clearance of Village Panchayats and Pollution Control Board for Asphalt Plant.

Yes/No

No

Obtained for Section -2 Will be obtained at a later stage for Section-1

Permission of Village Panchayat and State Government for borrow earth. Yes/No

Yes Osmanabad

No Solapur

Permits are awaited for Solapur district

Permission of State Government for cutting of trees. Yes/No Yes

Any other permits or clearances required under Applicable Laws. Yes/No





Page No. 67

4.2 Tree Cutting Status

Status Remarks

Total Nos. to be cut = 12248

Total nos. permission obtained = 12248

Total felled till date = 10555

Tree cutting is under progress in Osmanabad district. Balance 1693 Nos.

4.3 Borrow Area Operation

Particulars Measures

Implemented Remarks

Consent from Owner(s) Yes/No Yes

Haul Road Maintenance Satisfactory/

Unsatisfactory Satisfactory

Safety Measures Yes/No Yes

Rehabilitation Plan submitted by Concessionaire

Yes/No

No





Page No. 68

4.4 Weather Report

Section-1 @ Km 274+000

Date Temperature (o c ) Rain fall in

mm

Cumulative Rain fall in

mm Remarks

Min. Max.

26-01-17 20.90 28.70 0.00 0.00

27-01-17 21.30 28.40 0.00 0.00

28-01-17 20.70 29.40 0.00 0.00

29-01-17 20.30 29.30 0.00 0.00

30-01-17 20.40 30.20 0.00 0.00

31-01-17 20.50 30.00 0.00 0.00

01-02-17 21.00 35.00 0.00 0.00

02-02-17 22.00 34.00 0.00 0.00

03-02-17 22.00 35.00 0.00 0.00

04-02-17 21.00 34.00 0.00 0.00

05-02-17 22.00 30.20 0.00 0.00

06-02-17 23.00 31.20 0.00 0.00

07-02-17 21.00 33.00 0.00 0.00

08-02-17 22.00 35.00 0.00 0.00

09-02-17 21.00 33.00 0.00 0.00

10-02-17 22.00 31.20 0.00 0.00

11-02-17 23.00 34.00 0.00 0.00

12-02-17 22.20 31.00 0.00 0.00

13-02-17 22.00 34.00 0.00 0.00

14-02-17 23.00 36.00 0.00 0.00

15-02-17 22.00 31.50 0.00 0.00

16-02-17 23.00 34.00 0.00 0.00

17-02-17 23.00 35.00 0.00 0.00

18-02-17 24.00 35.00 0.00 0.00

19-02-17 22.00 31.50 0.00 0.00

20-02-17 22.00 35.00 0.00 0.00

21-02-17 20.00 34.00 0.00 0.00

22-02-17 22.10 32.50 0.00 0.00

23-02-17 21.20 32.00 0.00 0.00

24-02-17 20.50 31.90 0.00 0.00

25-02-17 20.50 31.90 0.00 0.00





Page No. 69

Section –II @ Km 340+000

Date Temperature (o c ) Rain fall in

mm Cumulative

Rain fall in mm Remarks

Min. Max.

26-01-17 19.9 33.1 0.00 0.00

27-01-17 19.9 32.6 0.00 0.00

28-01-17 20.3 32.3 0.00 0.00

29-01-17 19.5 33.2 0.00 0.00

30-01-17 19.6 33.5 0.00 0.00

31-01-17 21.5 34.1 0.00 0.00

01-02-17 21.3 34.0 0.00 0.00

02-02-17 22.1 34.1 0.00 0.00

03-02-17 22.1 34.2 0.00 0.00

04-02-17 20.7 34.1 0.00 0.00

05-02-17 20.9 34.3 0.00 0.00

06-02-17 21.2 34.4 0.00 0.00

07-02-17 22.5 34.4 0.00 0.00

08-02-17 22.6 35.9 0.00 0.00

09-02-17 22.3 34.6 0.00 0.00

10-02-17 21.3 33.7 0.00 0.00

11-02-17 20.3 33.8 0.00 0.00

12-02-17 19.9 32.9 0.00 0.00

13-02-17 21.4 33.9 0.00 0.00

14-02-17 21.4 33.9 0.00 0.00

15-02-17 21.3 34.3 0.00 0.00

16-02-17 21.1 34.3 0.00 0.00

17-02-17 21.1 34.3 0.00 0.00

18-02-17 22.3 34.6 0.00 0.00

19-02-17 21.4 36.7 0.00 0.00

20-02-17 23.4 37.1 0.00 0.00

21-02-17 22.9 38.2 0.00 0.00

22-02-17 22.5 37.5 0.00 0.00

23-02-17 23.1 37.1 0.00 0.00

24-02-17 22.7 37.1 0.00 0.00





Page No. 70

5.0 ROAD SAFETY:

The existing Project Highway requires further Pothole repairs developed after the

rainfall. Shoulder preparation and leveling has to be carried out to keep the road traffic

worthy.

In locations where construction is in progress more precautions has to be taken and

the following action has to be implemented by the Concessionaire to increase the

safety to road users;

Cautionary Sign boards and barricades with warning lights in the night,

reflector tapes are to be provided as per IRC SP 55 in work zones.

Workers should use reflecting Jackets, hard hats, Gloves, safety shoes etc.

Flagman should be available on Duty at work zone.

Diversion of Traffic on New Carriageway has to be with Informatory and

Cautionary sign boards well in advance of the diversion on either ends in

accordance with IRC SP 55.

5.1 ROAD ACCIDENT DATA DUE TO LIVE TRAFFIC

Road Accident data was not submitted by the Concessionaire for this month in the

format as received from NHAI HQ.





Page No. 71

6.0 Major Defects & Deficiencies:

6.1 Critical Site observations & Compliance:

S. No Description of Activity From Ch. To Ch. LHS/RHS Date of Observation

1 Construction commenced

without submitting

SPT/Bore log data, and

also without conducting

confirmatory test of safe

bearing capacity.

(Structure-49)

290+854 (MJB)

292+574 (MNB)

28.02.2016

6.2 NCR’s

6.2.1 NCR’s issued during this month:

Sr.

No

NCR

No. Description Date of NCR Remarks

1 40 Kerb casted at Ch. 264+820 to Ch. 264+860 RHS and Ch. 264+940 to Ch. 264+980 LHS is not conforming to the MoRT&H specification section-400 clause 408.5.

06.02.2017 open

6.2.2 Compliance status of previous and current month’s NCRs

Status up to previous month’s NCRs Status of Current month’s NCRs

Remarks

Total Nos of NCRs

Nos of Closed NCRs

Nos of Pending

NCRs

Total Nos of NCRs

Nos of Closed NCRs

Nos of Pending

NCRs

Cu. Nos of Pending

NCRs

40 16 24 01 00 01 25



__________________________________________________________________________________________ Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9 from Km.249.000 to Km.348.800 under NHDP Phase III in the State of Maharashtra on

BOT (Toll) Basis. .

Page No. 72

MONTHLY INSPECTION REPORT:

S. No. ACTIVITY LOCATION OBSERVATIONS COMMENTS / RECOMMENDATIONS

COMPLIANCE

STATUS

1 Existing Road Maintenance

Sec-I & II

Development of Potholes and other surface distresses on the existing two lanes of Project highway due to pre monsoon rains. Repaired potholes are not flush causing discomfort to road users

Team Leader instructed to repair the potholes on regular basis and on priority to keep the road traffic worthy especially in Naldurg, Umerga Turoori and Talmod villages. Overlay required for smooth riding quality.

Partially complied

Not complied

2 Tree Felling Sec-I & II Non-submission of Tree felling DPR Team leader expressed non-receipt of DPR with names and girth details of trees retained outside the formation width and median.

Not complied

3 Structures

Section-I & II Ch. 249+000

to Ch. 349+000

Slow progress of work.

Team Leader was concerned of slow progress in construction of Structures and advised to deploy skilled teams with adequate shuttering plates as it is time consuming. Superstructure works of Major, Minor and VUP’S has to be expedited.

Partially Complied

4 Highway

Section-I & II Ch. 249+000

to Ch. 349+060

Slow progress of work.

Team Leader was concerned of slow progress in construction of Highway although land/front is available for construction. Advised the Concessionaire to work according to the revised Construction program and mobilize additional resources, men and machinery in both the sections and expedite the laying of DBM and commence BC.

Partially Complied

5 Survey Data Ch. 249+000

to Ch.349+060

Non-submission of OGL data for review and verification.

Team leader instructed the Concessionaire to submit the OGL data for records and verification at Site.

Not Complied




BOT (Toll) Basis. .

Page No. 73


COMPLIANCE

STATUS

6

Road Safety measures in construction zones of the

Project Highway.

Section-I Ch.276+500 to 276+540

LHS, Ch. Ch.287+800

to Ch.288+070

RHS, Ch.294+200

to Ch.294+480

LHS and Ch.295+050

to Ch. 295+270

Section-II Ch.343+300

to Ch.344+300

RHS.

Safety measures at construction zones are inadequate. Hard barricades (GI Sheets) installed in cut sections are not complete and on Structure locations and its approaches are yet to be installed. Damaged Sand bags are without reflective stickers in construction zones.

Team leader instructed the Concessionaire and EPC Contractors to provide/install safety barricades and cautionary sign boards at the construction zones as per IRC SP-55 especially Hard barricades at Road cut sections and Bridge locations and its approaches. GI Sheets installed at locations of cut sections have fallen. Continuous Concrete barricades are required at deep excavation zones with cautionary sign boards. Notice of Suspension of work issued to the Concessionaire for 2.50 Km.

Not Complied




BOT (Toll) Basis. .

Page No. 74


COMPLIANCE

STATUS

7 Crusher Plant

& Borrow Areas

Sec - I & II 249+000 to

349+060

Both Crusher plants have to be improved, as per the MoEF Guidelines. Concessionaire has to increase the production of aggregates to meet the project requirement. Borrow areas should have boundary flags and copy of Government permits / approvals, Royalty paid etc not submitted by the Concessionaire.

Verbal instructions given to the crusher in charge and site engineer at borrow areas. Submit all applicable permits/approvals (fresh/renewed) and Royalty paid for Borrow areas and quarries to IE for information and records.

Not Complied

Partially Complied

8 Laboratory Sec- I & II

Viscosity Test apparatus not available in both the Site Laboratories.

Material Engineer of PMC was instructed to procure the Viscosity Test apparatus on priority for both the laboratories.

Not Complied

9 Dumping of GSB

Material

Sec-I &Sec II

Quality Assurance Procedure and Revised methodology of GSB not submitted by the Concessionaire.

Concessionaire has to submit the QAP & Revised Methodology for Table-2 Grading-1.

Not complied

10 WMM layer Sec-I & II

Laying of WMM Layers is being done by Motor Grader by dumping the WMM mix and later spreading and compacting by spraying water.

Paver finisher has to be used for laying of WMM layer as per the methodology submitted this is resulting in segregation and inferior workmanship. Team leader was concerned about continuation of laying of WMM layers without paver.

Not

complied

11 Laying of DBM

Layer

Sec-I Ch. 264+970

To Ch. 265+070 LHS

and

Laying of DBM layer (75 mm thick) is continued and the levels are not in the tolerance limits. Sensor of the Paver should be checked and used for levels in accordance with the approved FRL’s as per P & P Rev-R2.

Team leader was concerned of non-submission of approval/circular for usage of Double Barrel Hot Mix Plant from NHAI HQ as informed by the Concessionaire. Usage of Double Barrel Hot Mix Plant was rejected by IE in accordance with MoRTH circular. Concessionaire is continuing the usage of Double Barrel Drum Hot Mix Plant.

Not Complied




BOT (Toll) Basis. .

Page No. 75


COMPLIANCE

STATUS

Ch. 271+830 To Ch.

272+230 LHS

DBM surface appears undulated on NCW.

75mm thickness of DBM Layer is being laid by the Concessionaire against 85mm recommended by Independent Engineer. Gradation and Bitumen content was found in accordance with the JMF of DBM. Team leader was concerned of inferior workmanship, undulated surface. Concessionaire to check the Sensor of Paver and levels.

Not Complied

12

Excavation for Major, Minor

bridges and Box culverts.

Sec-I & II

Confirmation of SBC at founding level of all structures.

Team leader instructed the Concessionaire to conduct SPT through approved Independent agency for all the structures for verification and confirmation of SBC at founding level and submit the results.

Partially complied

13 Hot Mix Plant

Sec-I Ch.249+000

to Ch. 309+000

EPC Contractor M/s Varaha Infra Ltd has mobilized Double Barrel Drum Mix from TIL and commenced production.

Team leader advised the concessionaire to use Batch type Hot mix plant for new construction as per MORTH Circular. Double Barrel Drum mix plant is allowed for RAP as per MoRTH circular. Concessionaire as informed in the meeting with the CGM (T) RO Mumbai has to expedite and get the circular/approval from NHAI HQ allowing the usage of Double Barrel Hot Mix Plant.

Not complied

14 Flexible

Pavement for MCW

Sec-I & II

Concessionaire has submitted the Flexible Pavement design for 10 years stage construction for MCW with CBR as 15%.

IE has commented to reduce the CBR to 12%. But the Concessionaire is reluctant as the CBR of subgrade material from borrow areas is more than 15%.

Not complied

15 Utility Ducts Sec-I & II Utility duct crossing locations for Project highway.

Concessionaire has to identify and submit the drawing with locations of utility duct crossings for

Not complied




BOT (Toll) Basis. .

Page No. 76


COMPLIANCE

STATUS

All existing locations. Future locations at every 2 km in rural and 500 m in urban areas.

the project highway. Team leader instructed the Concessionaire to submit the drawings showing locations of existing crossings and other locations in accordance with IRC SP 84.

16 Kerb casting

Section-I Ch.261+840 to Ch. 262+100 RHS

and Ch.262+360 to Ch.

262+460 (Throughout the project highway)

Alignment and Top Levels of Kerb is not in tolerance. Cracks have developed in the kerb casted and curing is inadequate. RFI’s are not raised for level checks.

Curing compound has to be used immediately after casting in accordance with the specifications and manufacturers methodology. Alignment & Levels are to be checked and fixed thoroughly. Concessionaire has to arrange for Kerb top level checking on priority.

Not complied

Not complied

17 Structure GFC

Drawings Sec-I & II GFC Drawings are not available on Site.

Concessionaire has to ensure that GFC Drawings are available on Site and execute the works in accordance with the GFC Drawings.

Partially complied




BOT (Toll) Basis. .

Page No. 77


COMPLIANCE

STATUS

18 Structures

Construction Sec-I & II

Many structures commenced are left unattended in Osmanabad district, resulting in corrosion of rebars. Project Milestone-II & III not achieved. Concessionaire has to resubmit the EOT Proposal as per new guidelines of NHAI.

Concessionaire has to clean and ensure quality of rebars and complete those structures on priority. Occurrence of Project Milestone-II & III was on 07.07.2015 & 13.03.2016, but was not achieved till date as the Concessionaire has not commenced all the bridges. VUP’s, PUP’s and some Bridges for various reasons. EOT proposal was reviewed by IE and 213 days of EOT was recommended to Authority. The same was returned by RO Mumbai with observations.

Partially complied

Not complied

19 Oversize Material

Sec-I

Ch. 252+900 to 253+000 RHS Ch. 253+800 to 254+700 LHS Ch. 298+050 to 298+300 LHS Ch. 298+400 to 298+600

LHS

Oversize material has been used in embankment and subgrade layers.

Screened material should be brought on site from borrow and cut sections as it is difficult to remove all the oversize material at site after laying.

Not complied




BOT (Toll) Basis. .

Page No. 78


COMPLIANCE

STATUS

Sec-II Ch.341+030

to Ch.341+130

LHS

20 Traffic Diversion

Sec-I Ch.

276+800 to

Ch. 277+240

& Ch. 278+750 to Ch. 279+560

Sec II Ch. 316+280

to Ch. 318+450

Inadequate sign boards at Traffic diversion on New carriageway and geometry is sharp and narrow.

Team leader commented that the diversions are sharp and instructed the Concessionaire to prepare the diversions, install Informatory & Cautionary sign boards and road centerline marking in accordance with IRC SP: 55. Unpaved Transition length and median has developed potholes which is potential safety hazard

Partially complied

Not Complied

21 PCC on Existing

carriageway Sec-I

Construction methodology submitted by the Concessionaire was reviewed and commented by IE. Concessionaire is continuing the construction without submitting the PCC thickness as desired by IE and the FRL’s are not in accordance with P&P Rev R2.

Concessionaire should incorporate all the observations of IE for Construction methodology and submit PCC thickness as per approved P&P Rev R2. Laying of PCC and strengthening of the existing carriageway without submission is considered as not approved.

Not Complied

22 DBM Surface

i) Ch. 265+000 to Ch.265+140 ii) Ch. 265+600 to

Surface discrepancies observed on New Carriageway opened to traffic after frequent rain events.

Concessionaire has to determine the causes of surface discrepancies developed in DBM surface of New carriageway and submit the report with remedial measures.

Not Complied




BOT (Toll) Basis. .

Page No. 79


COMPLIANCE

STATUS

Ch. 265+680 LHS iii) Ch. 272+200 to Ch.272+800

LHS iv) Ch. 273+920 to Ch.273+960 LHS v)Ch. 314+100 to Ch. 314+320 RHS ii) Ch. 315+060 to Ch. 315+150

RHS iii) Ch. 316+060 to Ch. 317+150

RHS iv) Ch. 318+000 to Ch. 318+350

RHS.

DBM core Samples are being collected for testing by Third Party arranged by the Concessionaire.




BOT (Toll) Basis. .

Page No. 80


COMPLIANCE

STATUS

23 Black spot

Ch. 295+010 Ch. 258+687

Ch. 328+000

Cautionary sign boards, Rumble strips and railings not maintained on either sides of the existing Minor bridges and Omerga Town Minor Bridge.

Concessionaire should expedite the construction of the Minor Bridge at Ch. 295+010 on priority and maintain the existing bridge railings. Rumble strips are to be provided at Umerga bridge at Ch. 328+000. Construct speed breaker on the cross roads in Umerga Town. Cautionary sign boards are to be provided as per IRC-62.

Partially Complied.

24 Road Safety

1. Naldurg Ghat Ch. 289+950 to Ch. 290+150 2. All Bridges

and its approaches

Railings on the valley side RHS are damaged and it is unsafe for the Road users. Railing of bridges and its approaches are damaged and missing.

Concessionaire to install the Railing at all the damaged locations for safety of the Road users. Concessionaire has to install /repair the missing and damaged railings at all the bridge locations and its approaches

Not Complied

Partially Complied

25

Deterioration of DBM stretches

of new carriageway

after frequent rain events opened to

traffic.

1) Ch. 256+200 to Ch.258+900 RHS 2) Ch. 260+080 to Ch. 261+000 LHS 3) Ch. 261+100 to

After the rain events the DBM stretches of new carriageway opened to traffic has further deteriorated and surface distresses like Potholes, Rutting, Raveling, Undulations, Depressions and cracking have developed.

IE has prepared a preliminary report for the probable causes of the surface distresses, remedial measures and suggested Concessionaire to make pits and collect samples to further determine the extent of failure. Accordingly Concessionaire has to determine the causes of surface discrepancies developed in DBM surface of New carriageway and submit the report with remedial measures on war footing.

Not Complied




BOT (Toll) Basis. .

Page No. 81


COMPLIANCE

STATUS

Ch.262+460RHS 4) Ch. 264+900 to Ch.267+700 LHS 5) Ch. 268+750 to Ch. 274+200 LHS 6) Ch. 275+400 to Ch. 276+500

RHS 7) Ch. 277+100 to Ch. 277+600

RHS 8) Ch. 278+900 to Ch. 279+500

RHS. 9) Ch. 281+800 to Ch. 283+140 RHS.

Report from third party is awaited from the Concessionaire.




BOT (Toll) Basis. .

Page No. 82


COMPLIANCE

STATUS

10) Ch. 284+400 to Ch. 285+400 LHS. 11) Ch. 301+200 to Ch. 302+400 LHS. 12) Ch. 302+400 to Ch. 303+540 LHS. 11) Ch. 315+400 to Ch. 318+800 RHS.

26. Junctions of

Bypasses Naldurg and Omerga

Junctions connecting cross roads with Project Highway has to be submitted by the Concessionaire for review and comments of IE.

Concessionaire has to expedite the submission of all the junctions in both the bypasses.

Not complied

27. Shoulders Both Sections Dumping of oversize material and compacting in one layer.

Construction of shoulders to be in accordance with the MORTH Specifications

Not complied

28. Median Filling Both Sections Material dumped without removal of shrubs and debris.

Concessionaire has to ensure that all the debris and shrubs are removed prior to dumping of soil.

Not complied

29. Laying of DBM without kerb

Both Sections At many stretches the Concessionaire has laid the DBM without casting Kerb.

Kerb has to be casted prior to laying of DBM layer. Not complied




BOT (Toll) Basis. .

Page No. 83


COMPLIANCE

STATUS

30. Pipe Culvert Ch. 281+483 Construction of Pipe culvert has not commenced but the road works are in progress.

Concessionaire has to complete the Pipe culvert then road works should commence. Later cutting of trench on DBM surface is not allowed.

Not complied





Page No. 84

CHANGE OF SCOPE / VARIATIONS

8.1 Positive COS Deposit contribution.

Sr.

No Description

COS Estimate

Submitted by

Concessionaire

COS Estimate

Commented /

Recommendation by

IE Remarks

Date Amount Date Amount

01 Cancelled

02.

Additional Box

culvert at

CH:257+800 for

2 Nos 1200 dia

pipe crossing for

Ekrukh lift

Irrigation Scheme

12th

February

2015

1.543

crores

13th

February

2015

1.543

crores

For COS order

IE

recommended

Rs. 1.367 Crs

including

Sugarcane area

@ 5% and QC

& Design

charges @

0.5% each.

Exclusions are

overhead

charges @8%,

Contingency

charges @ 3%

and

Maintenance

charges @ 5%,

Note: RA Bill Nos. 01, 02, 03, 04, 05 and Final bill processed.





Page No. 85

9.0 DISPUTES / CLAIMS

Sr. No

Descriptions Status Remarks

1.

Additional cost implication on account of change in Law for Royalty, Service Tax, Excise Tax etc.

IE has reviewed the case and following were the observations: 1. Copy of Gazette Notification of Maharashtra Minor Mineral Extraction (Development and Regulation) Rules 2013 for ascertaining the extent of increase due to amendment of these Rules on 11.05.2015. 2. The evidence about the ownership of mines by the Concessionaire / EPC Contractor, since TCS is only applicable to the dealers who have been awarded query / permit in respect of mines. 3. Proof of payment of additional 10% on royalty as TCS by the Concessionaire, as there is no such reflection in the royalty slips.

Concessionaire has not submitted the additional information required for processing the case.





Page No. 86

10.0 SITE VISITS AND MEETINGS:

1. Team leader inspected the Project Highway for construction progress and maintenance

of existing project highway on 06.02.2017.

2. Resident Engineer inspected the Project Highway to witness the M-30 grade cube tests

for RE panel and MNB Ch. 297+534 for slab of 28 days in Lab section- I on 07.02.2017.

3. Team leader visited Osmanabad along with Manager Tech for LA meeting in Collector

Office on 08.02.2017

4. Resident Engineer inspected section-I from Ch. 253+000 to 254+000 and concerting of

median wall of Minor Bridge at Ch.292+200 on 09.02.2017.

5. Team leader inspected Section-I to check the construction activities in progress on

13.02.2017

6. Resident Engineer along with surveyor visited the location of VUP demanded by

villagers in Jakkakur (VIP reference) on 16.02.2017.

7. Resident Engineer inspected the Project Highway to check the Maintenance of Existing

Carriageway and safety measures along the project highway especially in deep cut

section at Ch. 343+600 to Ch. 344+200 and black spot locations on 25.02.2017.





Page No. 87

11.0 SITE PHOTOGRAPHS

11.1 Still Photographs of major works / activities executed during the month.

DBM Laying from Ch. 309+860 to Ch. 310+360 LHS

FDD Test of WMM Top layer Ch. 340+180 to Ch. 340+300 RHS

Application of Tack coat from Ch. 309+980 to Ch. 310+360 LHS





Page No. 88

Girder launching at Minor Bridge Ch. 250+021 RHS

Slab concreting Minor Bridge at Ch. 346+320 LHS

Gradation for BC Mix Design Section-II Laboratory





Page No. 89

Appendix- A

Mobilization of Independent Engineer as of 28-02-2017

SL.

No Name Designation

Mobilisation

date

Contract

Man

Months

Claimed

to Date Remarks

Key Professional Staff

1 Mohammed AA

Arzoo

Team Leader cum

Senior Highway

Engr

20/06/2013 36 42.680

2 Manish Vijay Resident cum

Highway Engr 24/06/2013 36 40.746

3 Amarendra Jaltare Senior Bridge

Design Engineer 20/06/2013 19 14.797

* Intermittent

staff

4 D Ashok Kumar Highway Design

Engineer 20/06/2013 19 14.354

* Intermittent

staff

5 D K Jain/ S. M.

Bellurkar

Bridge / Structural

Engr

17.09.2014/

27.05.2016 33 13.990

Replacement

to be notified

6 Menachi Sundaram

Chettiar

Senior Pavement

Specialist 04.09.2014 14 1.484

* Intermittent

staff

7

S Ramanand/

Mr.Kagitapu

Sambhasiva Rao

Senior Quality cum

Material expert 33 6.897

8 Narasimha Murthy

Traffic &

Transportation

Expert

07 - * Intermittent

staff

9 Arif Zafar Road Safety Expert 07. 1.233 * Intermittent

staff

10 Chetan B Shah Financial Expert 04 2.508 * Intermittent

staff

11 Rajeev Chhabra Legal expert 05 0.441 * Intermittent

staff

Sub Professional Staff

1 Bhaskarbhai Devare Survey Engineer - I 17.09.2014 33 25.800 CV approved by

NHAI PIU

Solapur

2 Shailendra M.

Ghodeswar /TBN

Survey Engineer –

II 01.11.2015 13 7.733

* Intermittent

staff. CV

Submitted to

NHAI PIU for

approval

3 Raghavendra Gajeli/

Prudhvi Teja

Asst Highway

Engineer – I

14/10/2013

10/02/2016 33 29.790

Replacement

to be notified

4 Vaibhav Solanki/

Mahesh Srikant Utge

Asst Highway

Engineer – II

24/06/2014

17.08.2016 30 26.789

CV approved by

NHAI PIU

Solapur

5 Ketan Jibhankar CAD Expert 08 9.630 * Intermittent

staff





Page No. 90

6 Prateek Thakkar Environmental

Engineer 22.09.2014 08 3.061

* Intermittent

staff CV approved

by NHAI PIU

7 Shaikh Javed Saleem Asst. Bridge Engr -

I 17.09.2014 33 27.517

CV approved by

NHAI PIU

Solapur

8 Peddinti Hari Babu/M

Balajee

Asst. Bridge

Engineer – II

31/10/2014

09.11.2016 30 7.764

CV approved by

NHAI PIU

Solapur

9 V Ramana

Asst. Quality cum

Material Engineer –

I

23/06/2014 33 28.613 CV approved by

NHAI PIU

Solapur

10 Ramesh A Bhosale/S

Yesudasu

Asst. Quality cum

Material Engineer –

II

04/10/2013

14.11.2016 30 22.874

CV approved by

NHAI PIU

Solapur

11 G. K. Gulati/ Subhash

Kohlekar Electrical Engineer 07 5.899

* Intermittent

staff CV approved by

NHAI PIU

Solapur

12 TBN HTMS / Toll Expert 05 - * Intermittent

staff

13 Santosh Akotkar Quantity Surveyor 09 3.966

* Intermittent

staff CV approved by

NHAI PIU

Solapur

14 Gunvant Deotale Horticulture cum

Landscape Expert 07 2.481

* Intermittent

staff. CV

Submitted to

NHAI PIU for

approval

Support Staff

1

Punit Prakash

Srivastav/Vijay

Jangde/ Vijay Vhate

Office Manager

04/02/2014

08/08/2014

01/09/2015

36 30.446 Replacement

of Vijay Jangde

2 Vyankatesh Tadgopul Accountant 04/09/2013 36 39.655

3 Imran Khairdi Cashier 25/06/2013

19/05/2014 36 40.709

Replacement

of Babu

Zingade

4 Arvind Dhone

/Mazher Zaheer Shaik

Photocopy

Machine operator

16/08/2013

25/06/2014 36 39.942

Replacement

of Mudassar

Shaik

5 Suraj Tank Steno 02/01/2017 36 1.631

6 Menase Mallappa

Pandit

Computer

Operator

24/06/2013

17/06/2014 36 41.497

Replacement

of Vijayraj

Vhate

7 Namanand Bhosale Guard – I 20/06/2013 36 44.333

8 Zubair Faizu Pathan Guard – II 06/07/2013 36 43.839

9 B. Siddharam Basappa Office Boy 20/06/2013

01/05/2014 36 44.171

Replacement of Ashitosh Dhone



___________________________________________________________________________ Independent Engineer Services for Four laning of Solapur – Maharashtra / Karnataka border section of NH – 9 from Km.249.000 to Km.348.800 under NHDP Phase III in the State

of Maharashtra on BOT (Toll) Basis. Page No. 91

Appendix-B ORGANIZATION CHART

Mr. Mohammed AA Arzoo

Team Leader cum

Senior Highway Engineer

Mr. Amarendra Jaltare

Sr. Bridge Design Engineer

Mr.S.M.Bellurkar

Sr.Bridge / Structural Engineer

Mr.M.Balaji

Asst. Bridge

Engineer - I

Mr.Javed ShaikhAsst. Bridge

Engineer - II

Mr. M S Chettiar Senior Pavement

Specialist

Mr.D.Ashok Kumar

Highway Design Engineer

Mr.Mahesh Utage

Asst. Highway Engineer - II

Mr.Bhaskarbhai Devare

Survey Engineer - I

TBN

Survey Engineer - II

Mr.Prudvi Teja

Asst. Highway Engineer - I

Mr. TBN

HTMS/Toll Expert

Mr. G.K. Gulati

Electrical Engineer

Mr. Arif zafar

Road Safety Expert

Mr.K.Sambasirao

Sr. Quality cum Material Expert

TBN

Asstt.Quality cum Material Engineer - I

Mr.V Ramana

Asst. Quality cum Material Engineer - II

Mr. Prateek Thakkar

Environmental

Engineer

Mr. Vijayraj Vhate

Office Manager

Mr. Vyankatesh Tadgopul

Accountant

Mr. Imran Khairdi

Cashier

Mr.Mallappa Menase

Comp Operator

Mr.Suraj Tank

Steno

Mr. Manish Vijay

RE cum Highway Engineer





Page No. 92

Appendix-C

LETTERS FROM NHAI

Sr.

No

Date Reference No. Subject

1 27.01.2017 NHAI/PIU/SLP/S-MAH-KNT/IE/Artefact/

14027/2014/2714 VIP Reference


14027/2014/2802

Utilization of RAP material in WMM

Mix


14027/2014/2814 Median Opening.

4 14.02.2017 NHAI/PIU/SLP/Gen/Road

Safety/12023/14/1/ 2898 Signages at Black Spot Locations.

5 14.02.2017 NHAI/PIU/SLP/NH-09/NOC/ 14017 /11/1/

2903

NOC for converting agriculture land

for Residential/commercial purpose at

Dastapur Village Gat No. 155 in

Osmanabad District.


2904


for Residential purpose at Itkal Village

Gat No. 159 in Osmanabad District.


2905


for Residential purpose at Itkal Village

Gat No. 158 in Osmanabad District.

8 13.02.2017 NHAI/PIU/SLP/Gen/Road Safety/

/12023/14/1/2931

Provision of cautionary measures to

alert road users at identified black

spots.

9 15.02.2017 NHAI/PIU/SLP/S-MAH-

KNT/IE/Artefact/14027/2014/2802

Utilization of RAP Material in WMM

Mix.

10 16.02.2017 NHAI/PIU/SOL/F&A/2016-17/2971

Release of payment towards 14.5%

service Tax & 05. KKC Amount for

the period of July 16 to Nov 16 as per

General ledger.

11 16.02.2017 NHAI/PIU/SLP/S-MAH-

KNT/Border/STPL/14029/10/1/2977

Provision of Cautionary measures to

alert road users at identified black

spots.

12 22.02.2017 NHAI/PIU/SLP/SY/IE/16027/17/3010

Proposal for Grant of permission for

laying of Optical Fiber Cable along

NH-211 from Km 63/000 to Km

82/000 for total length of 19 km in the

state of Maharashtra.

13 28.02.2017 NHAI/PIU/SLP/MAH-KNT/NH-09/water

supply line/14019/11/1/3100

Relocation of water pipe line of

Solapur city Distribution system due to

widening of NH-09 with in Solapur

municipal corporation area – Utility

Shifting works.





Page No. 93

LETTERS TO NHAI

S. No Date Reference No. Subject

1 02.02.2017 APL/NH9_SMK/IE/PD_NHAI/2016

-17/305

Relocation of Water pipeline of Solapur City

Distribution system due to Widening of NH-

09 with Solapur Municipal Corporation

Area- Utility Shifting works.


-17/306

NOC for building construction permission in

Sy Nos. 62, & 64-1 at Umerga Village.


-17/307

NOC for building construction permission in

Sy Nos. 61 in Umerga Village.


-17/308

Median Opening for Halo Medical

Foundation ( Janaki Hospital) Andur.


-17/309

Request for NOC for Beer/ Liquor shops.


-17/310

RA Bill No. 01 for Omerga Bypass Electrical

Utility Shifting works in, Tuljapur Division,

Osmanabad District.


-17/311

RA Bill No. 02 for Electrical Utility shifting

works in, Solapur Urban division, Solapur

District.


-17/312

Monthly Inspection Report No. 43 for Jan

2017.


-17/314

Leave


-17/315

Request for NOC by Shri. Bashir Showkath

Ali Shaik for converting Agriculture land to

Non- Agricultural (Residential) Purpose.


-17/316

Request for NOC by Smt. Shabana Bashir

Shaik for Converting Agriculture land to Non-

Agricultural (Residential) Purpose in Gat No.

158, Itkal Village.

LETTERS FROM CONCESSIONAIRE

S. No Date Reference No. Subject

1 01.02.2017 STPL/NHAI/NH9/2014/818 POT-PTFE & Elastomeric Bearing Testing

reg.

2 06.02.2017 STPL/NHAI/NH9/2014/819

Compliance to Observations on revised

design & drawing of VUP at CH 302+700(R-

6) reg.

3 07.02.2017 STPL/NHAI/NH9/2017/820 Monthly Progress Report for January – 2017

Reg.

4 17.02.2017 STPL/NHAI/NH9/2017/824 Submission of Plan and Profile Revision R-4

reg.





Page No. 94

5 20.02.2017 STPL/NHAI/NH9/2017/825 Extension to scheduled Dates of Milestone –

III and construction period.

6 27.02.2017 STPL/NHAI/NH9/2017/827

Submission of Credentials for Strip Seal

Expansion Joint – M-S Kantaflex (INDIA)

Private Limited.

LETTERS TO CONCESSIONAIRE

Sr.

No.

Date Reference No. Subject

1 01.02.2017 APL/NH9_SMK/IE/C/2016-17/764 Submission of Revised Design and Drawings

of VUP at Ch. 302 + 700 Rev - R6

2 01.02.2017 APL/NH9_SMK/IE/C/2016-17/765 WMM Mix with RAP

3 02.02.2017 APL/NH9_SMK/IE/C/2016-17/766 RA Bill No. 02 for Electrical Utility Shifting

of Solapur Urben Division

4 03.02.2017 APL/NH9_SMK/IE/C/2016-17/767

Submission of Revised Plan & Profile of

MCW from Ch. 302 to 304 and Service Road

from Ch. 302+090 to 303.000

5 06.02.2017 APL/NH9_SMK/IE/C/2016-17/768 Inspection Notes Dated03.02.2017

6 11.02.2017 APL/NH9_SMK/IE/C/2016-17/769 Extension to Scheduled dates of Milestone-III

and Construction Period.

7 11.02.2017 APL/NH9_SMK/IE/C/2016-17/770 Slow Progress of Construction works for

period 26.01.2017 to 10.02.2017

8 11.02.2017 APL/NH9_SMK/IE/C/2016-17/771 Comments on MPR for January 2017

9 13.02.2017 APL/NH9_SMK/IE/C/2016-17/772 Monthly Inspection Report No. 43 for

January 2017

10 16.02.2017 APL/NH9_SMK/IE/C/2016-17/773 No progress/stand still of Road works in

Section-I from Ch. 249+000 to Ch. 309+000

11 17.02.2017 APL/NH9_SMK/IE/C/2016-17/774 Comments of RSO/RO Mumbai.

12 27.02.2017 APL/NH9_SMK/IE/C/2016-17/775 Slow Progress of Construction works for

period 11.02.2017 to 25.02.2017.

Documents

NATIONAL HIGHWAYS AUTHORITY OF INDIA - nhai.org.innhai.org.in/spw/IEReport/MIR-44 Feb 2017.pdf · NATIONAL HIGHWAYS AUTHORITY OF INDIA ... NAGPUR INDIA M O N T H L Y I N ... Total