Monthly Progress Report - nhai.org.innhai.org.in/spw/IEReport/Final MPR December-14.pdf · Monthly Progress Report ... Existing Pavement conditions is in traffic worthy conditon

Monthly Progress Report December-2014

Independent Engineer services for Two Laning of Khagaria-Purnea Section from Km 270.000

to Km 410.000 in the State of Bihar under NHDP – III on Design, Built, Finance, Operate and

Transfer (DBFOT) Annuity Basis.

Submitted To:

Project Director National Highway Authority of India Khagaria Purnea Road Project (NH-31) Begusarai (Bihar)

Submitting Firm:

BLOOM COMPANIES LLC

Shiva Bhawan Compound

Shiva Laxmi Colony Off Police Line Road Bhagalpur (812001)

December,31- 2014

MONTHLY PROGRESS REPORT FOR THE M/O DECEMBER’2014 BLOOM COMPANIES LLC INDEPENDENT ENGINEER

INDEPENDENT ENGINEER SERVICES FOR TWO LANING OF KHAGARIA-PURNEA FROM KM 270.00 TO KM 410.000 IN THE STATE OF BIHAR UNDER NHPD-III ON DESIGN, BUILT, FINANCE, OPERATE AND TRANSFER (DBFOT) ANNUITY BASIS

TABLE OF CONTENTS

CHAPTER PAGE

1.0 EXECUTIVE SUMMARY��......1-1

2.0 INTRODUCTION ........................................................................................................ 2-3

3.0 GENERAL PROJECT INFORMATION AND ORGANIZATION STRUCTURE ............ 3-4

4.0 SALIENT FEATURES OF PROJECT .......................................................................... 5-5

5.0 CONTRACT MANAGEMENT FREMEWORK ............................................................. 6-6

6.0 DETAILS OF THE PROJECT ..................................................................................... 7-7

7.0 PRE-CONSTRUCTION ACTIVTIY .............................................................................. 8-9

8.0 STATUS OF SUBMITTALS..................................................................................... 10-10

9.0 PLANT EXTABLISMENT ........................................................................................ 11-11

10.0 SCOPE OF WORK AT A GLANCE ......................................................................... 11-11

11.0 PHYSICAL & FINANCIAL PROGRESS .................................................................. 12-15

12.0 QUANTITY PROGRESS CHART ........................................................................... 16-19

13.0 STRUCTURE PROGRESS & PROGRESS CHART ............................................... 20-21

14.0 MAINTENANCE OF ROAD ..................................................................................... 22-22

15.0 MIX DESIGN & MATERIAL STOCKED AT SITE .................................................... 23-23

16.0 PLANT & MACHINERY DETAILS ........................................................................... 24-24

FIGURES Figure 1: Location Map

Figure 2: Project Organization Structure

Figure 3: List of Staff Employee for IE Team APPENDICES Appendix A - Minutes of Meetings

Appendix B - Site Inspection Report

Appendix C - Summary of Test Results

Appendix D - Non Conformance Report (NCR)

Appendix E - Layer Chart

Appendix F - Weather Report

Appendix G - Site Photo Graphs

December’31, 2014 Page 1

MONTHLY PROGRESS REPORT FOR THE M/O DECEMBER’2014 BLOOM COMPANIES LLC, INDEPENDENT ENGINEER

INDEPENDENT ENGINEER SERVICES FOR TWO LANING OF KHAGARIA-PURNEA FROM KM 270.00 TO KM 410.000 IN THE STATE OF BIHAR UNDER NHPD-III ON DESIGN, BUILT, FINANCE, OPERATE AND TRANSFER (DBFOT) ANNUITY

BASIS

1.0 EXECUTIVE SUMMARY

National Highway Authority of India (NHAI), under NHDP Phase - III programme, has

awarded the work of the development Maintenance and management of Khagaria - Purnea

Section of National Highway No. NH-31 from Km 270+000 to KM 410+000 in the state of

Bihar on BOT (annuity) on DBFOT pattern to M/s Khagaria-Purnea Highway Project Ltd. The

date of concession agreement was 08.04.2011 and the Appointment date 04.10.2011 (180 days

after the concession agreement) with Project completion date as 02.04.2014 (910 days form

appointed date)

As per Contract, 34 months (100% of the Contract Period) period has elapsed since the

appointment date and work has been completed by the Concessionaire, except in part of

Pasraha section from Ch. 307+500 to Ch Km 316+200 (Length 8.7 Km). The project highway

between Km 270.000 to Km 307.500 and Km 316.200 to Km 410.000 has already beeHn

declared fit for entry into commercial operation w.e.f 04.11.2013 on the basis of issue of

Provisional Completion Certificate. For completing the balance work in the above mentioned

stretch of project highway, a Supplementary Agreement has been made on 08th Feb. 2014

between the Concessionaire and NHAI. The Operation and Maintenance (O&M) period of the

project for the IE has commenced from 1st December 2014.

The Financial progress achieved and the target for January’2015 is as given below:

Elapsed

contract

period in

% age

Cumulative

planned

progress Up

to Dec-14

(Cr)

Cumulative

planned

progress Up to

Dec -14

% age.

Cumulative

achieved

progress

(Cr)

Cumulative

achieved

progress

% age

Cumulative

Slippage

% age

Target for

Jan-15

% age.

100 613.00 100.00 608.58 99.28 (-) 0.72 0.72

Considering the backlog of -0.72 % the Concessionaire has been notified to augment their

resources so that the project may be completed as per the schedule.




BASIS

2.0 INTRODUCTION

The National Highway Authority of India has appointed Bloom Companies LLC, USA, to act as

Independent Engineer (IE) for implementation of DBFOT project under NHDP Phase - III

programme, for development Maintenance and management of Khagaria - Purnea Section of National

Highway No. NH-31 from Km 270+000 to KM 410+000 in the state of Bihar. As an IE, Bloom

Companies LLC will independently review activities associated with design, design review, during

construction, required quality assurance and quality control tests and operation and maintenance of the

project on behalf of both NHAI and Concessionaire so as to ensure compliance of the requirements of

the provisions of Concession Agreement.

The works in this project involves construction of 2-lane highway with paved shoulders including

Bridges; widening and rehabilitation of bridges and culverts; construction of high embankment /

elevated structures / wayside amenities etc. along the existing highways including provision of

realignment and bypasses.

Some of the salient features of the project are as follows:

(a) Total length of the project is 140 Km and in the same stretch there is 13.444 Km of service road ( adding both side length of service road).

(b) The realignment had to be done at 5 locations.

(c) There are 2 Toll Plaza in the project.

(d) The other facilities on the project include - 6 Truck Lay-byes, 6 Bus byes / Shelters and 2 traffic aid points etc.

There are 5 Major Bridges on the project which has been rehabilitated. Repair/ widening have been

done for 5 minor bridges. There are 4 ROBs in the project which have been repaired. There are 30

culverts, out of these culverts some were newly proposed, some are retained, some were reconstructed

and some widened.

During construction smooth and safe flow of existing traffic had been ensured. Diversions for Bridges

were provided for smooth and safe movement of traffic on the road.




BASIS

Associated works include construction of Toll Plaza, Bus Lay Byes, Drainage and Protection Works,

Traffic safety features, Road Signs and Road markings, Environmental mitigation measures,

Retaining/Breast walls.

National Highway no. NH-31 is one of the major connecting links of North India with North East and

west Bengal. It connects Assam. East Bengal, Bihar, and Jharkhand. The Khagaria Purnea project

being the part of NH-31 Its shares very large volume of traffic. The Khagaria-Purnea road lays

northern side of the Ganga river. The terrain condition is absolutely plain with intermittent populated

village. Since it lies in the genetic plain, the soil is alluvial.

The contract agreement was signed between National Authority of India and Bloom Companies, LLC

USA on March07, 2012. Independent Engineer was mobilized to the project on 9th March 2012, and

established the offices at Bhagalpur considering the proper & effective communication with the

concessionaire and the field staff.

3.0 General project information and organization structure

Two Laning of Khagaria-Purnea section of NH-31 lies in Gangetic plain, parallel to Ganga River and

Railway track. The road passes through flat terrain on low land. The general ground profile slopes

from north to south in these area water accumulations on general ground profile slopes from northern

to southern in the area water accumulated on north side of the road because of inadequate cross

drainage. Some portion of project stitches is under submergence for long time in a year. The area is

generally flooded with water spill from Kosi and GangaRiver during monsoon and causes

deterioration. One of the stretches called Pashraha area suffers road failure due to subsidence and

depression. Some where the Railway track along the road causes water logging.The project stretch has

fairly straight alignment and a very few curves and there is no drastic change in gradient. There are

number of cross road mostly NH and SH With large number of access road. The road has very poor

road facilities and hazardous junctions.




BASIS

The Pavement Composition and Condition of Existing road:

Existing Condition:

Existing Carriageway width is about 7.0m with 1.0m Shoulder on either side. By various survey

results carried out these are the following inference.

Existing Pavement conditions is in traffic worthy conditon.

Pavement Composition:

(a) In Widening Area and New Construction:

75MSA-7%CBR:

GSB-230MM 230MM

WMM-250MM 250MM

DBM-137.50MM 140MM

BC-45MM 45MM

75MSA-8%CBR:

GSB-200MM 200MM

WMM-250MM 250MM

DBM-130MM 130MM

BC-45MM 45MM

(b) Crust in Overlay Portion:

DBM BC

70 mm 45 mm




BASIS

4.0 SALIENT FEATURES OF PROJECT:

Project Title Two laning with paved shoulder of Khagaria - Purnea Section of NH-31 from Km. 270.000 to Km 410.000 in the state of Bihar to be executed as BOT (annuity) on DBFOT pattern under NHDP Phase III project.

Letter of Award No. NHAI/BOT/11012/26/2004/16963

Letter of Award Date 15.02.2011

Concession Agreement no.

Date of Concession agreement 08.04.2011

Client / Employer/Authority NHAI, G-5 & 6, Sector 10, Dwarka, New Delhi -110075.

Concessionaire Khagaria-Purnea Highway Project Ltd, Punj Lloyd House, 17-18, Nehru Place, New Delhi -110019.

EPC Contractor Punj Lloyd Ltd.

Sub Contractor APCO Infratech Ltd

Independent Engineer M/s BLOOM Companies, LLC, USA

Estimated Project Cost 664.00 Crores

Performance Security 33.20 Crores

Appointed Date 05.10.2011 (declared on 19th Dec, 2011)

Schedule Two Lanning Date (Project Completion Date)

02.04.2014 (910 days from Appointed Date)

Concession period 17 years

Pre. COD 4th Nov-2013

Completion Certificate 3rd Feb-2014




BASIS

5.0 Contract Management Framework

There are three key players in Contract Management frame work

1. NHAI

2. Concessionaire (KPHPL)

3. Independent Engineer (Bloom Companies LLC,USA)

• The Concessionaire has to supervise, monitor, direct and control activities of Construction

Contractor.

• The Concessionaire has appointed M/S Neel Construction Links as Design Consultant.

• The NHAI appointed M/s Bloom Companies LLC as an Independent Engineer. IE has various

duties and roles set out in Concession Agreement. The object is to act independently and on

behalf of NHAI.

Construction

Contractor M/s Apco

Infratech Pvt. Ltd.

NHAI Concessionaire Khagaria-Purnea

Highway Project Ltd.

Design Consultant

M/s Neel

Construction Links

Independent Engineer

Bloom Companies LLC

EPC

Contractor

M/s Punj Lloyd

Ltd.




BASIS

6.0 DETAILS OF THE PROJECT

6.1 Details of Road Road Length 140.00 Km

Service Road (Adding LHS and RHS) 13.444 Km

Realignment of existing Road 5 Location

Major Intersections 7 Nos.

Minor Junction 11 Nos.

Pavement Type Flexible

6.2 Project Facilities TollPlaza 2 Nos.

Truck Lay –byes 6 Nos.

Bus byes / Shelter 6 Nos.

Traffic Aid post 2 Nos.

6.3 Bridge Details Major Bridges Repair 5 Nos.

Minor Bridge Rehabilitation / Repair / widening 5 Nos.

ROB (Repairs) 4 Nos. (Construction NIL)

Slab Culvert (New, retained and widened) 30 Nos.

6.4 ROW Location Existing ROW as in contract Agreement

270.000 to 287.400 60 m

287.400 to 288.100 45 m

288.100 to 301.000 60m

301.000 to 317.500 60m

317.500 to 410.00 60m

6.5 REALIGNMENT SECTION

Existing Chainage 280.250 – 280.650 length: 400 m

Existing Chainage 352.000 - 352.500 length: 520 m



PashrahaZone 301.000- 317.500 length:16.50 Km

Total Realignment: 18.70 km




BASIS

7.0 PRE-CONSTRUCTION ACTIVITY:

7.1 Land Availability and utility Shifting

Sl.No. Description of Work

STATUS

1

Land Acquisition

3A:- Completed for entire Section. 3D:- Completed 3G:-Completed and submitted to NHAI. Toll Plaza Land and additional 10m ROW required from Km 309- Km 317. Chakrami Village- encumbrance problem Km 313.500 to Km 314.500.

2

Handing over of land

97 % of land (up to Toe) is handed over by NHAI, PIU- Begusarai on 17.11.2011, the balance land in Chakrami section is under process of land acquisition.

3

Utility Shifting Completed

7.2 Design and Investigation Details

Sl.No. Description of Work

STATUS

1 Traffic Survey Completed

2 Inventory Completed

3 Topographical Survey Complete

4 Centre line marking 140 KM

5 OGL 140 KM




BASIS

7.3 Utility Shifting Status

Sl.No Particulars Work done up to previous Month

Work done During the Month

Cumulative Work done up to this

Month

1 BSEB

Khagaria All Complete Completed

Bhagalpur All Complete Completed

Katihar All Complete Completed

Purnea All Complete Completed

7.4 Status of Permission and Approvals as per schedule – E

Sr. No. Description Remarks

1. Applicable permit as per schedule - E a. Permission of the state Government for extraction of

boulder from quarry NA as aggregate is purchased from suppliers.

b. Permission of Village Panchayat and Pollution control board for installation of crusher.

NA as aggregate is purchased from suppliers.

c. License for use of explosives

NA as aggregate is purchased from suppliers.

d. Permission from State government for drawing water from river/reservoir.

NOC for bore well is granted by village Panchayat. No need of permission for reservoir.

e. License from Inspector of factories or competent authorities for setting up Batching Plant.

Permission granted by PCB, Bihar

f. Clearance from Pollution control board for Setting up Batching Plant.

Permission granted by PCB, Bihar

g. Permission of Village Panchayat and Pollution control board for Asphalt Plant.

NOC from Village Panchayat Obtained Permission granted by PCB, Bihar

h. Permission of Village Panchayat and State Government for Borrow earth.

Obtained

i. Permission of State Government for Cutting trees.

Permission is granted and are under cost estimate of tree cutting.

j. Any other permits or clearances required under Applicable Laws

Concessionaire shall comply with the same as and when required

2 Environmental Clearance for project: NA




BASIS

8.0 Status of Submittals & Correspondence Table 8.1: Correspondance from the Consessionaire for the M/o December-14

Table 8.2: Correspondance from the I.E. for the M/o December -14

S.No Letter Ref. Description Date of

Received

Response

Date

Comments/Reply

Letter Ref.

1 KPHPL/PM/2014/1645 Submission of MPR for the month of

November 2014 06.12.2014

2 KPHPL/PM/2014/1648 Construction of bus byes and bus

shelter 11.12.2014 17.12.2014

Bloom/Bi/Kha-Pur/TL-

PL/12/2014/ 1060

3 KPHPL/PM/2014/1647

compliance/ clarification on work zone

safety audit report submitted by safety

consultant reply and compliance

11.12.2014

4 KPHPL/PM/2014/1649 Permission for siren for Highway

Patrolling vehicles 20.12.2014

5 KPHPL/PM/2014/1652 Construction of bus byes and bus

shelter -Reg. 27.12.2014

S.N

o Letter Ref. Description

Date of

Received

Response

Date

Comments/Reply

Letter Ref.

1 Bloom/Bi/Kha-Pur/TL-

PD/12/2014/1058

Construction of Bus byes and Bus

Shelter –Reg 11.12.2014


PD/12/2014/1059

Submission of Monthly progress

report for the M/o November 2014 &

Quarterly progress report (Quarter

ending from September to November

2014

12.12.2014


PL/12/2014/ 1060

Omission of Bus bye and Bus Shelter

at Km 315+390 as per CA schedule C

and Changing location–Reg

17.12.2014


PL/12/2014/1061

Site Inspection Report on 15th and

16th December’2014-Reg. 17.12.2014


PL/12/2014/1062

Construction of Public facilities, i.e.

Traffic Aid Post, Medical Aid Post and

Washroom at Toll Plaza in the MPR-

Reg.

20.12.2014




BASIS

9.0 Plant Establishment S.N. Description of plant Status

1 Crusher Plant (200 TPH) Established at Sakrigali and is functioning

2 Camp Establishment / Site Offices

Concessionaire / EPC

Established at ChanakyaVihar, Bhagalpur

Sub-Contractor

1) Established at Rangra (km 348 RHS)

2) Established atDayalpur(Km 324.050 RHS)

3 Hot Mix Plant (200TPH) 1) Established at Dayalpur (Km 324.050 RHS)

10.0 Scope of Work at a Glance

Sr. No. Particulars

Units Scope

Highway (Main Carriage Way)

1 Clearing & Grubbing KM 140.000

2 Embankment KM 140.000

3 Sub grade KM 140.000

4 GSB KM 140.000

5 Kerb Casting KM 25.00

6 DLC @ Both T.P. KM 0.600

7 PQC @ Both T.P. KM 0.600

8 Drainage & Protective Works KM 140.000

Highway (Service Road)

9 Clearing & Grubbing KM 13.444

10 Embankment KM 13.444

11 Sub grade KM 13.444

12 GSB KM 13.444

13 WMM KM 13.444

14 DBM KM 13.444

15 SDBC KM 13.444

Structure

16 ROB (repair) Nos. 4

18 Major Bridges (repair) Nos. 5

19 Minor Bridges (Repair) Nos. 5

21 Slab and Box Culverts Nos. 30




BASIS

11.0 Physical &Financial Progress

Based on the actual physical progress, the project is behind schedule. The Concessionaire is advised to

take remedial measures to catch the schedule. Concessionaire is requested to increase the resources to

complete the project in time.

11.1 Physical Progress:

S.No.

Road Works

Current Month

Cumulative

A Cleaning and grubbing 0 Lane Km 280.00 Lane Km

B Embankment 0 Lane Km 277.80 Lane Km

C Sub-grade 0 Lane Km 277.80 Lane Km

D GSB I 0 Lane Km 277.70 Lane Km

E GSB II 0 Lane Km 277.70 Lane Km

F WMM I 0 Lane Km 277.70 Lane Km

G WMM II 0 Lane Km 277.70 Lane Km

H DBM I 0 Lane Km 277.70 Lane Km

I DBM II 0 Lane Km 277.70 Lane Km

J BC 0 Lane Km 277.70 Lane Km

K DLC 0 Lane Km 2.00 locations

I PQC 0 Lane Km 2.00 locations

11.2 Financial Progress during the month is tabulated below:

Elapsed contract period in

% age

Cumulative planned

progress Up to this month

(Cr)

Cumulative planned

progress Up to this month %

age.

Cumulative achieved progress

(Cr)

Cumulative achieved progress

% age

Cumulative Slippage

% age

Target for January

2015 % age.

100 613 100.00 608.58 99.28 (-) 0.72 0.72

The concessionaire did not achieve the planned schedule for the month of December’2014. The Concessionaire is advised to take remedial measures to achieve the oval all target in the month of January-2015.




BASIS

FINANCIAL PROGRAMME WITH S-CURVE




BASIS

11.3 Cumulative Physical progress

Sr. No.

Description Unit Total Qty

Cumulative Qty

Achieved till Last Month

Qty Planned in This month

Qty Achieved in this month

Cumulative Qty Planned

till This Month

Cumulative Qty

Achieved till this month

% Work Planned till this month

% Work Achieved till this month

Main Carriageway

1 Clearing & Grubbing KM 140.00 140.00 - - 140.00 140.00 100 100

2 Embankment KM 140.00 138.90 - - 140.00 138.90 100 99.21

3 Sub grade KM 140.00 138.90 - - 140.00 138.90 100 99.21

4 GSB KM 140.00 138.85 - - 140.00 138.85 100 99.18

5 WMM KM 140.00 138.85 - - 140.00 138.85 100 99.18

6 DBM KM 140.00 138.85 - - 140.00 138.85 100 98.18

7 BC KM 140.00 138.85 - - 140.00 138.85 100 98.18

8 W-Beam crash Barrier KM 60.00 59.50 - - 60.00 59.50 100 99.17

9 DLC KM 0.600 0.60 - - 0.60 0.60 100 100

10 PQC KM 0.600 0.60 - - 0.60 0.60 100 100

11 Drainage & Protective Works

KM 138.35 137.15 - - 138.35 137.15 100 99.13

Service Road

1 Clearing & Grubbing KM 13.444 13.444 - - 13.444 13.444 100 100

2 Embankment KM 13.444 13.444 - - 13.444 13.444 100 100

3 Sub grade KM 13.444 13.444 - - 13.444 13.444 100 100

4 GSB KM 13.444 13.444 - - 13.444 13.444 100 100

5 WMM KM 13.444 13.444 - - 13.444 13.444 100 100

6 DBM KM 13.444 13.444 - - 13.444 13.444 100 100

7 SDBC KM 13.444 13.444 - - 13.444 13.444 100 100

Note: progress in one side length is converted into both side lengths




BASIS




BASIS

12.0 Quantity Progress Chart:

S.No Activity Unit Tentative Scope

Target Achieved Percentage Achieved

1 Road Work

a Clearing & Grubbing Km 140.00 140.00 140.00 100%

b Emabankment Km 140.00 140.00 138.90 99.21%

c Sub-Grade Km 140.00 140.00 138.90 99.21%

d GSB Km 140.00 140.00 138.85 99.18%

e WMM Km 140.00 140.00 138.85 99.18%

f DBM Km 140.00 140.00 138.85 98.18%

g BC Km 140.00 140.00 138.50 98.93%

h W-Beam Crash Barrier Km 60.00 60.00 59.50 99.17%

i DLC Km 0.600 0.60 0.60 100%

j PQC Km 0.600 0.60 0.60 100%




BASIS




BASIS




BASIS




BASIS

13.0 Structure Progress& Progress Chart

13.1 Structure Progress

SI.

No. Description Side

Total

No’s

Up to Previous

Month

Started during the

month Up to this month

In

Progress Completed

In

Progress Completed

In

Progress Completed

1 ROB (Repair) LHS 4 0 4 0 0 0 4

RHS 4 0 4 0 0 0 4

2 Major Bridges

(Repair)

LHS 5 0 5 0 0 0 5

RHS 5 0 5 0 0 0 5

3 Minor Bridges

(Repair)

LHS 5 0 5 0 0 0 5

RHS 5 0 5 0 0 0 5

4

Slab

and

Box Culverts

R/L 12 0 12 0 0 0 12

B/S 18 0 18 0 0 0 18

13.2 Structure Progress Char




BASIS




BASIS

14.0 Maintenance of Road

In the entire stretch routine maintenance of main carriageway and service

roads are being carried out as and when needed like rectification of patches

and potholes, rain-cuts, damaged crash barriers, kerb etc.

Additonally safety and traffic management system are emplemented at all

required locations as per approved safety & traffic management plans.

Compliannce of work zone safety audit report has been attended. Ambulances

and cranes has been stationed at both toll plaza round the clock.




BASIS

15.0 MIX DESIGN & MATERIAL STOCKED AT SITE

15.1 Mix Design

1. Mix Design of GSB: Approved 2. Mix Design of WMM: Approved 3. DBM: Approved 4. Concrete Mix Design: Approved 5. BC: Approved 6. DLC : Approved 7. PQC: Approved

15.2 Material Stocked at Site

Sr. No. Materials Unit Quantity Remark

1 GSB (Natural) MT 3600

2 Cement Bags -

3 Stone Aggregate MT -

4 Stone Dust MT -

5 Bitumen MT -

6 Steel MT -




BASIS

16.0 PLANT & MACHINERY DETAILS:

Description JCB Tractor with trolley

Water Tanker

Excavator Tipper Motor Grader

F.E./Backhoe

Loader Paver

Vibratory Roller

Tandem Roller

PTR HMP

Requirement 4 10 12 12 82 8 7 5 12 4 2 2

Mobilized at Site

1 0 1 1 14 1 1 1 2 2 1 1

Description WMM Plant

Broom Bit.

Sprayer Batching Plant

Transit Mixer

Compressor

Diesel Tank

Crane

Bar Cutting / Bending Machine

Weigh Bridge

Dozer

Requirement 2 2 2 1 4 2 2 1 2 4 -

Mobilized at Site

- 1 1 - - 1 1 2 - 2 1

Description Emulsion Tank

DG Set 500 Kva

DG Set 125Kva

DG Set 62.5 Kva

DG Set 15 Kva

4 wheeler Crusher Core cutter Bump

indicator Trailer

Requirement 2 2 3 3 4 12 1 2 1 2

Mobilized at Site

1 1 2 - 3 5 - 2 1 1




BASIS




BASIS

Figure 1: Location Map

Km 410.000

End Point

Km 270.000

Start Point

PIU, NHAI

I.E. Office 1st

CAMP I

CAMP II

QUARRY SITE

I.E. Office 2nd




BASIS




BASIS

FIGURE 2: SITE ORGANIZATION STRUCTURE

TEAM LEADER CUM SR. HIGHWAY ENGINEER

Pranay Kumar

EMPLOYER NATIONAL HIGHWAYS AUTHORITY OF INIDA

KHAGARIA-PURNEA PROJECT (NH-31)

PROJECT DIRECTOR of IE

SAJID PATEL

SR. BRIDGE DESIGN ENGINEER

TARUN MATHUR

HIGHWAY DESIGN ENGINEER

SR. QUALITY CUM MATERIAL ENGINEER

NIDHI KANT JHA

SR. PAVEMENT SPECIALIST

RESIDENT CUM HIGHWAY ENGINEER

VIJAY KUMAR SINGH

ROAD SAFETY EXPERT

MOHD. ASIF ZAFAR

HIGHWAY DESIGN ENGINEER

RESIDENT CUM HIGHWAY ENGINEER

BRIDGE STRUCTURAL ENGINEER

SUDHIR KUMAR

FINANCIAL EXPERT

PANKAJ CHANDER

LEGAL EXPERT

DEEPAK AGGRAWAL

SURVEY ENGINEER

Santosh Kr Suman

Rana Pratap Singh

ASST. HIGHWAY

ENGINEER

Subodh Kumar

VS Pandey

ASST. MATERIAL

ENGINEER

Amrender Kr

J.P. Sing

ELECTRICAL ENGINEER

Ranjan Kumar

HTMS/TOLL EXPERT

Rakesh Kumar

HORTICULTURE

CUM LANDSCAPING

EXPERT

Nikhil Kumar

EMVIRONMENTAL

ENGINEER

Ashok Kumar

Admin- Support Staff

December-31, 2014 Page 29



BASIS




BASIS

Figure 3: List of Staff Employed for IE Team Khagaria-Purnea Highway Project, NH-31:

Si. No. Name of Employee Designation Joining Date Left On

1 Mr. Pranay Kumar Team Leader 08-Oct-14

2 Mr.TarunMathur Sr. Bridge Design Engineer 7-Jan-13

3 Mr. Vijay Kumar Singh Resident Engineer-I 14-Mar-12

4 Mr.Sudhir Kumar Bridge/Str. Engineer 9-Mar-12

5 Mr.Nidhi Kant Jha Sr. Quality cum Material Engineer 11-Aug-12

6 Mr.Mohd. Asif Zafar Road Safety Expert 13-July-13

7 Mr.PankajChander Financial Expert 16-Nov-12

8 Mr. Deepak Aggrawal Legal Expert 9-Apr-12

9 Mr.Rana Pratap Singh Survey Engineer 9-Mar-12

10 Mr.Santosh Kumar Suman Survey Engineer 1-May-12

11 Mr.Subodh Kumar Asst. Highway Engineer 9-Mar-12

12 Mr. Vijay Shankar Pandey Asst. Highway Engineer 1-Apr-12

13 Mr Ashok Kumar Environmental Engineer 9-Oct-13

14 Mr. Amrendra Kumar Asst. Material Engineer 1-Nov-13

15 Mr. Jai PrakashSingh Asst. Material Engineer 18-Jul-12

16 Mr.Ranjan Kumar Electrical Engineer 01-Mar-13

17 Mr. Rakesh Kumar HTMS/Toll Exper 9-Oct-13

18 Mr. Nikhil Kumar Horticulture & Landscaping

Expert 16-June-13

19 Mr.AmeenMansuri Office Manager 9-Mar-12

20 Mr.Md. Shamshul Islam Office Manager 1-Sep-12

21 Mr.Mohd. Naushad Accountant 16-Mar-12

22 Mr. Rajeev Kr. Chaudhary Accountant 1-Sep-12

23 Mr.Rohan Roy Cashier 1-Sep-12

24 Mr.RitchesVerma Cashier 1-Sep-12

25 Ms.SharikaKumari Steno Grapher 16-Mar-12

26 Ms.NiliKumari Steno Grapher 6-Jun-12

27 Mr.Binod Kumar Computer Operator 16-Mar-12

28 Mr.Sunil Sharma Computer Operator 1-May-12

29 Mr.Mohd Daud Photo Copy Opt. 9-Mar-12

30 Mr.AmanVerma Photo Copy Opt. 1-Sep-12




BASIS

31 Deepak Kumar Office Boy 09.03.12

32 Sachin Kumar Office Boy 09.03.12

33 Vijay Paswan Guard 16.03.12

34 Mithlesh Kumar Guard 10.05.12

35 Vijay Yadav Guard 03.04.12

36 Manoj Kumar Guard 03.04.12




BASIS




BASIS

3 -

December 31, 2014

Page 34



BASIS

3 -

December 31, 2014

Page 35



BASIS

3 -

December 31, 2014

Page 36



BASIS

3 -

December 31, 2014

Page 37



BASIS

3 -

December 31, 2014

Page 38



BASIS



INDEPENDENT ENGINEER SERVICES FOR TWO LANING OF KHAGARI-PURNEA FROM KM 270.00 TO KM 410.000 IN THE STATE OF BIHAR UNDER NHPD-III ON DESIGN, BUILT, FINANCE, OPERATE AND TRANSFER (DBFOT) ANNUITY

BASIS

Appendix C: Summary of Test Report for the Month of Nov-2014

Sr.

No. Description No. of test witnessed by IE

No. of test failed in

presence of IE % of IE

A EARTHWORK

1 Field Density Test for

Embankment -

-

2 Field Density Test for Subgrade - -

3 Max. Dry Density & OMC - -

4 Level of subgrade - -

5 Grain Size Analysis - -

6 CBR - -

7 Liquid Limit & PL - -

8 Free Swell Index - -

Total 0 0

B GSB

-

1 Field Density Test

-

2 Level for GSB

-

3 Gradation/Sieve Analysis - -


5 MDD - -

6 CBR - -

7 10% fines value - -

Total 0 -

C WET MIX MACADAM

-

1 Field Density Test

-

2 Level for WMM

-

3 Gradation/Sieve Analysis - -


5 Flakiness & Elongation Index - -

6 Aggregate Impact Value - -

Total 0 -

D CONCRETE

-

1 Cube Strength - -

2 Flakiness & Elongation Indices - -

3 Gradation CA - -

4 AIV - -

5 Gradation FA - -

Total 0 -

E CEMENT

-

1 Fineness - -




BASIS

2 Normal Consistency - -

3 Initial Setting & Final Setting Time - -

4 Mortar Cube Test - -

Total - -

F DENSE BITUMINOUS MACADAM

-

1 Gradation - -

2 AIV - -

3 Flakiness & Elongation Test - -

4 Gmm -

5 Bitumen Extraction - -

6 Marshal Stability - -

7 Water Absorption - -

8 Penetration Point - -

9 Softening Point - -

10 Docility Test - -

11 Viscosity Test - -

12 Absolute Viscosity - -

13 Core Density - -

14 Specific Gravity Aggregate -

Total 0 -

G BITUMINOUS CONCRETE

-

1 Gradation - -

2 AIV - -

3 Flakiness & Elongation Test - -

4 Bitumen Extraction - -

5 Marshal Stability - -

6 Penetration Test - -

7 Core Density BC test - -

Total 0 -

H BITUMEN - CRMB 60

-

1 Penetration Test - -

2 Softening Point Test - -

3 Elastic Recovery Test - -

4 Separation Test - -

Thin filimovern test - -

5 Penetration test - -

6 Softening Point test - -

Total 0 -




BASIS




BASIS

Appendix D: Details of Non-Conformance Report (NCR)

NCR

No.

Issued

Ref/Date

Type of NCR

Description of NCR

Remedial Action

Accepted Closed Date

Yes/No

01 Bloom/Bi/Pur-Kha/TL-Con/2012/023,

Dt. Apr-10’2012

DBM Layer

Application

DMB 1st Layer at Ch. 330+00 to Ch. 330+430

(7.04.2012) Ch. 361+110 to Ch. 367+300 (7.04.2012)

Ch. 370+550 to Ch. 371+770 (09.04.2012):

Approximately 15 kms of bituminous work done till

date

Yes 15.05.2012

02 Bloom/Bi/Kha-Pur/VKS/PL/2012/08 /222, Dt.

31-08-12

Construction of Box

Culvert Top Slab

Work

Ch. Km 379+236

The top level of Box Culvert slab has been found

about 400 mm lower than required level as per

design and drawing.

Yes 24.10.2013

03 Bloom/Bi/Pur-Kha/VKS/PD/2012/09 /228, Dt.

03-09-12

Embankment

Construction at

Pashraha Area

Km 308+550 to Km 308+710

The Embankment 14th laye was failed in field

density test (Refer attached test report). The 15th

and 16th layer of embankment was laid without

getting 14th layer compaction test. The 14th layer is

required to get Density test approved in presence of

IE.

Yes 04.09.2012

04 Bloom/Bi/Pur-Kha/TL-Con/2012/239

Dt. 13-09-12

Construction of

WMM Work

Ch. 290+600 to 290+700, RHS

The Thickness has been observed 125 mm only. It is

less than required as per design and drawing

Yes 24.09.2013




BASIS

05 Bloom/Bi/Kha-Pur/SK-PL/2013/02/409

Dt. 13-02-13 Earth work

Km 302+500 to Km 303+950 RHS, Km 307+200 to

307+850 RHS, Km 308+000 to 308+500

End dumping and layer thickness not maintained

Yes 22.05.2013

06

Bloom/Bi/Kha-Pur/TL/PL/2013/03

/456

Dt. 22-03-13

WMM, 1st

Layer Ch. 380+600 to 380+665 Yes 02.04.2013

07

Bloom/Bi/Kha-Pur/SK/PL/2013/04

/485

Dt.04.04.2013

Embankment

Construction

Km 315+000 to 315+600, RHS

Dumping of successive layer over uncompacted

underneath layer was going on

Yes 22.05.2013

08

/456 Bloom/Bi/Kha-Pur/SK/PL/2013/04

/486

Dt.04.04.2013

Embankment

Construction

Km 307+050 to 307+200, RHS

Dumping of successive layer over uncompacted

underneath layer & dozing of end dumping material

was going on.

Yes 22.05.2013

09


/487

Dt.04.04.2013

Embankment

Construction

Km 306+500 to 306+900, RHS

Without dewatering end dumping and dozing was

going on.

Yes 22.05.2013

10


/488

Dt.04.04.2013

Bloom/Bi/Kha-Pur/TL/PL/6/2013/ 590, dated-

4.06.2013

SG/GSB

Km 299+700 to 299+800, LHS & 298+360 to

298+410 LHS

SG/GSB width is less than required

Yes 31.12.2013

11 Bloom/Bi/Kha-Pur/TL/PL/VKS/01/2013/502A

Dt.11.04.2013 Laying of DBM

Km. 380+020 to 380+090 RHS & Km. 380+490 to

380+670 RHS

Laying of WMM by motor grader without complete

scarification of existing BT surface

Yes 15.10.2013




BASIS

12 Bloom/Bi/Kha-Pur/TL/PL/05/557

Dt.16.05.2013

Embankment work

without C&G and

OGL preparation.

Ch. 312+500 to 313+000, RHS

Embankment 1st

layer dumping has been done

without C&G and OGL preparation.

Yes 03.06.2014


Dt.16.05.2013 Embankment work

Ch. 307+810 to 308+000, RHS

Embankment 1st

layer dumping has been done

without C&G and OGL preparation.

Yes 18.10.2013


Dt.15.06.2013

Construction of

Railing Bridge

Ch. 396+503

A New Crash Barrier is being constructed which is

reducing the width of carriage way and imposing

extra load on the bridge for which it was not

designed

Yes 12.10.2013


Dt.15.06.2013 DBM 1

st Layer

Ch. 286+450 to 286+600 (LHS)

MoRTH Clause 507.1

Thickness of DBM layer is not as per specification

Yes 14.10.2013


Dt.15.06.2013

Fixing of Metal beam

crash barrier

Ch. 350+900 to 351+200(BHS)

As MoRTH specification clause 810.2.1 & 810.2.2

In between above location nearly 20 numbers of

panels are without galvanization and some are

without Nuts & Bolts

Yes 21.09.2013


Dt.15.06.2013 Embankment Work

Ch. 301+500 to 301+600 (LHS) – 1st

Layer

Ch. 302+050 to 302+600 (LHS) – 1st

Layer

Ch. 307+710 to 307+810 (LHS) –2nd

Layer

MoRTH Clause 201, 305.3.1 and 305.30.5

Multiple layer dumping done in layer thickness more

than 20cm without C&G and OGL preparation

Yes 24.10.2013


Dt.19.07.2013 Road Marking

Ch. 327+560 to 332+700 (B/S)

Ch. 335+000 to 348+000 (B/S)

Ch. 356+400 to 356+500 (B/S)

Thickness/Colour/Paint/Glass Beads are not

confirming to MoRTH Clause-803, work is being

progress without submitting any third party test

results and without its review.

Yes 07.11.2013




BASIS


Dt. 20.07.2013 DBM 1

st Layer

Ch. 317+480 to 317+900 (RHS)

Ch. 317+500 to 317+800 (LHS)

Failure aof DBM 1st

layer

Yes 30.10.2013


Dt. 26.12.2013

Laying of DBM over

unacceptable

underneath layers

Laying of DBM over unacceptable underneath layers

Ch. 304+000 to 304+300, RHS Yes 25.01.2014


Dt. 26.12.2013 Earth Work

Earth work

Ch. 309+100 to 310+000 RHS

End dumping of embanknet material without

removal of stagnant water and slush also, the

thickness of dumped material ins more than 200mm

(very much excessive thickness), All emabment work

executed without mainataning layers and following

clause 305 of MoRTH specification

Yes 22.05.2014


Dt. 26.12.2013

Construction of

Emabanment

Construction of Emabanment

Ch. 315+150 to 315+600, RHS

Emabankment material dumped (by end dozing with

thickness more than 200 mm, without compaction

of underneath emabankment 10th

layer.

Yes 30.05.2014




BASIS




BASIS

Pl See the Layer Chart End of MPR

Page No. From 52 to 58




BASIS




BASIS

Appendix E- Weather Report

METROLOGICAL DATA RANGRA LAB

DECEMBER-2014

Date

Temprature

(oC)

Humidity

(%) Rain Fall (mm) Weather Remarks

Max Min Max Min

01-Dec-14 24.0 15.0 81 62 Nil Clear

02-Dec-14 23.0 15.0 79 57 Nil Clear

03-Dec-14 23.0 15.0 69 61 Nil Clear

04-Dec-14 22.0 15.0 70 80 Nil Clear

05-Dec-14 21.0 14.0 76 75 Nil Clear

06-Dec-14 21.0 13.5 80 84 Nil Clear

07-Dec-14 22.0 14.5 82 64 Nil Clear

08-Dec-14 20.0 12.0 83 52 Nil Clear

09-Dec-14 19.0 12.5 81 53 Nil Clear

10-Dec-14 20.0 13.0 88 56 Nil Clear

11-Dec-14 19.0 12.0 89 50 Nil Clear

12-Dec-14 19.0 14.0 90 47 Nil Clear

13-Dec-14 18.0 12.0 70 45 Nil Clear

14-Dec-14 18.0 11.0 68 55 Nil Clear

15-Dec-14 17.0 11.0 65 70 Nil Clear

16-Dec-14 18.0 12.0 69 80 Nil Clear

17-Dec-14 19.0 12.0 80 61 Nil Clear

18-Dec-14 22.0 14.0 65 56 Nil Clear

19-Dec-14 22.0 12.0 74 49 Nil Foggy

20-Dec-14 21.0 12.0 90 68 Nil Foggy

21-Dec-14 22.0 14.0 96 66 Nil Foggy

22-Dec-14 20.0 14.0 80 75 Nil Foggy

23-Dec-14 20.0 12.0 75 64 Nil Foggy

24-Dec-14 20.0 12.0 68 60 Nil Foggy

25-Dec-14 19.0 10.0 80 59 Nil Foggy

26-Dec-14 18.5 9.0 82 75 Nil Foggy

27-Dec-14 17.0 7.5 87 73 Nil Foggy

28-Dec-14 18.0 6.9 92 68 Nil Foggy

29-Dec-14 17.0 7.2 85 80 Nil Foggy

30-Dec-14 17.0 7.0 80 76 Nil Foggy

31-Dec-14 17.0 7.0 80 76 Nil Foggy




BASIS




BASIS

Road Cleaning

Gross Cutting

Date:

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

275.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

280.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

285.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

290.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

289.800

289.900

RH

S

289.200

289.300

289.400

289.500

289.600

289.700

288.600

288.700

288.800

288.900

289.000

289.100

288.000

288.100

288.200

288.300

288.400

288.500

287.400

287.500

287.600

287.700

287.800

287.900

286.800

286.900

287.000

287.100

287.200

287.300

286.200

286.300

286.400

286.500

286.600

286.700

285.600

285.700

285.800

285.900

286.000

286.100

284.800

284.900

RH

SLH

S

285.000

285.100

285.200

285.300

285.400

285.500

284.200

284.300

284.400

284.500

284.600

284.700

283.600

283.700

283.800

283.900

280.600

280.700

280.800

280.900

281.000

281.100

279.800

279.900

RH

SLH

S

280.000

280.100

280.200

280.300

280.400

280.500

279.200

279.300

279.400

279.500

279.600

279.700

278.600

278.700

278.800

278.900

284.000

284.100

283.000

283.100

283.200

283.300

279.000

279.100

278.000

278.100

278.200

278.300

278.400

278.500

277.400

277.500

277.600

277.700

281.200

281.300

281.400

281.500

281.600

281.700

283.400

283.500

282.400

282.500

282.600

282.700

282.800

282.900

281.800

281.900

282.000

282.100

282.200

282.300

277.800

277.900

276.800

276.900

277.000

277.100

277.200

277.300

271.200

271.300

271.400

271.500

274.800

274.900

RH

SLH

S

275.000

275.100

275.200

275.300

275.400

275.500

274.200

274.300

274.400

274.500

274.600

274.700

273.600

273.700

273.800

273.900

276.200

276.300

276.400

276.500

276.600

276.700

275.600

275.700

275.800

275.900

276.000

276.100

271.600

271.700

270.600

270.700

270.800

270.900

271.000

271.100

National highways Authority of india Billing Strip Chart PIU -4 , Begusarai

Name of the Work:Two Lanning with Paved Shoulder of khagaria Purnea of Section NH-31.

LHS

270.000

270.100

270.200

270.300

270.400

270.500

274.000

274.100

273.000

273.100

273.200

273.300

273.400

273.500

272.400

272.500

272.600

272.700

272.800

272.900

271.800

271.900

272.000

272.100

272.200

272.300



BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

295.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

300.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

305.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

310.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

309.800

309.900

RH

S

309.200

309.300

309.400

309.500

309.600

309.700

308.600

308.700

308.800

308.900

309.000

309.100

308.000

308.100

308.200

308.300

308.400

308.500

307.400

307.500

307.600

307.700

307.800

307.900

306.800

306.900

307.000

307.100

307.200

307.300

306.200

306.300

306.400

306.500

306.600

306.700

305.600

305.700

305.800

305.900

306.000

306.100

304.800

304.900

RH

SLH

S

305.000

305.100

305.200

305.300

305.400

305.500

304.200

304.300

304.400

304.500

304.600

304.700

303.600

303.700

303.800

303.900

304.000

304.100

303.000

303.100

303.200

303.300

303.400

303.500

302.400

302.500

302.600

302.700

302.800

302.900

301.800

301.900

302.000

302.100

302.200

302.300

301.200

301.300

301.400

301.500

301.600

301.700

300.600

300.700

300.800

300.900

301.000

301.100

299.800

299.900

RH

SLH

S

300.000

300.100

300.200

300.300

300.400

300.500

299.200

299.300

299.400

299.500

299.600

299.700

298.600

298.700

298.800

298.900

299.000

299.100

298.000

298.100

298.200

298.300

298.400

298.500

297.400

297.500

297.600

297.700

297.800

297.900

296.800

296.900

297.000

297.100

297.200

297.300

296.200

296.300

296.400

296.500

296.600

296.700

295.600

295.700

295.800

295.900

296.000

296.100

294.800

294.900

RH

SLH

S

295.000

295.100

295.200

295.300

295.400

295.500

294.200

294.300

294.400

294.500

294.600

294.700

293.600

293.700

293.800

293.900

294.000

294.100

293.000

293.100

293.200

293.300

293.400

293.500

292.400

292.500

292.600

292.700

292.800

292.900

291.800

291.900

292.000

292.100

292.200

292.300

291.200

291.300

291.400

291.500

291.600

291.700

290.600

290.700

290.800

290.900

291.000

291.100

LHS

290.000

290.100

290.200

290.300

290.400

290.500



BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

315.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

320.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

325.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

330.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

329.800

329.900

RH

S

329.200

329.300

329.400

329.500

329.600

329.700

328.600

328.700

328.800

328.900

329.000

329.100

328.000

328.100

328.200

328.300

328.400

328.500

327.400

327.500

327.600

327.700

327.800

327.900

326.800

326.900

327.000

327.100

327.200

327.300

326.200

326.300

326.400

326.500

326.600

326.700

325.600

325.700

325.800

325.900

326.000

326.100

324.800

324.900

RH

SLH

S

325.000

325.100

325.200

325.300

325.400

325.500

324.200

324.300

324.400

324.500

324.600

324.700

323.600

323.700

323.800

323.900

324.000

324.100

323.000

323.100

323.200

323.300

323.400

323.500

322.400

322.500

322.600

322.700

322.800

322.900

321.800

321.900

322.000

322.100

322.200

322.300

321.200

321.300

321.400

321.500

321.600

321.700

320.600

320.700

320.800

320.900

321.000

321.100

319.800

319.900

RH

SLH

S

320.000

320.100

320.200

320.300

320.400

320.500

319.200

319.300

319.400

319.500

319.600

319.700

318.600

318.700

318.800

318.900

319.000

319.100

318.000

318.100

318.200

318.300

318.400

318.500

317.400

317.500

317.600

317.700

317.800

317.900

316.800

316.900

317.000

317.100

317.200

317.300

316.200

316.300

316.400

316.500

316.600

316.700

315.600

315.700

315.800

315.900

316.000

316.100

314.800

314.900

RH

SLH

S

315.000

315.100

315.200

315.300

315.400

315.500

314.200

314.300

314.400

314.500

314.600

314.700

313.600

313.700

313.800

313.900

314.000

314.100

313.000

313.100

313.200

313.300

313.400

313.500

312.400

312.500

312.600

312.700

312.800

312.900

311.800

311.900

312.000

312.100

312.200

312.300

311.200

311.300

311.400

311.500

311.600

311.700

310.600

310.700

310.800

310.900

311.000

311.100

LHS

310.000

310.100

310.200

310.300

310.400

310.500



BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

335.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

340.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

345.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

350.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

349.800

349.900

RH

S

349.200

349.300

349.400

349.500

349.600

349.700

348.600

348.700

348.800

348.900

349.000

349.100

348.000

348.100

348.200

348.300

348.400

348.500

347.400

347.500

347.600

347.700

347.800

347.900

346.800

346.900

347.000

347.100

347.200

347.300

346.200

346.300

346.400

346.500

346.600

346.700

345.600

345.700

345.800

345.900

346.000

346.100

344.800

344.900

RH

SLH

S

345.000

345.100

345.200

345.300

345.400

345.500

344.200

344.300

344.400

344.500

344.600

344.700

343.600

343.700

343.800

343.900

344.000

344.100

343.000

343.100

343.200

343.300

343.400

343.500

342.400

342.500

342.600

342.700

342.800

342.900

341.800

341.900

342.000

342.100

342.200

342.300

341.200

341.300

341.400

341.500

341.600

341.700

340.600

340.700

340.800

340.900

341.000

341.100

339.800

339.900

RH

SLH

S

340.000

340.100

340.200

340.300

340.400

340.500

339.200

339.300

339.400

339.500

339.600

339.700

338.600

338.700

338.800

338.900

339.000

339.100

338.000

338.100

338.200

338.300

338.400

338.500

337.400

337.500

337.600

337.700

337.800

337.900

336.800

336.900

337.000

337.100

337.200

337.300

336.200

336.300

336.400

336.500

336.600

336.700

335.600

335.700

335.800

335.900

336.000

336.100

334.800

334.900

RH

SLH

S

335.000

335.100

335.200

335.300

335.400

335.500

334.200

334.300

334.400

334.500

334.600

334.700

333.600

333.700

333.800

333.900

334.000

334.100

333.000

333.100

333.200

333.300

333.400

333.500

332.400

332.500

332.600

332.700

332.800

332.900

331.800

331.900

332.000

332.100

332.200

332.300

331.200

331.300

331.400

331.500

331.600

331.700

330.600

330.700

330.800

330.900

331.000

331.100

LHS

330.000

330.100

330.200

330.300

330.400

330.500



BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

355.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

360.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

365.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

370.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

369.800

369.900

RH

S

369.200

369.300

369.400

369.500

369.600

369.700

368.600

368.700

368.800

368.900

369.000

369.100

368.000

368.100

368.200

368.300

368.400

368.500

367.400

367.500

367.600

367.700

367.800

367.900

366.800

366.900

367.000

367.100

367.200

367.300

366.200

366.300

366.400

366.500

366.600

366.700

365.600

365.700

365.800

365.900

366.000

366.100

364.800

364.900

RH

SLH

S

365.000

365.100

365.200

365.300

365.400

365.500

364.200

364.300

364.400

364.500

364.600

364.700

363.600

363.700

363.800

363.900

364.000

364.100

363.000

363.100

363.200

363.300

363.400

363.500

362.400

362.500

362.600

362.700

362.800

362.900

361.800

361.900

362.000

362.100

362.200

362.300

361.200

361.300

361.400

361.500

361.600

361.700

360.600

360.700

360.800

360.900

361.000

361.100

359.800

359.900

RH

SLH

S

360.000

360.100

360.200

360.300

360.400

360.500

359.200

359.300

359.400

359.500

359.600

359.700

358.600

358.700

358.800

358.900

359.000

359.100

358.000

358.100

358.200

358.300

358.400

358.500

357.400

357.500

357.600

357.700

357.800

357.900

356.800

356.900

357.000

357.100

357.200

357.300

356.200

356.300

356.400

356.500

356.600

356.700

355.600

355.700

355.800

355.900

356.000

356.100

354.800

354.900

RH

SLH

S

355.000

355.100

355.200

355.300

355.400

355.500

354.200

354.300

354.400

354.500

354.600

354.700

353.600

353.700

353.800

353.900

354.000

354.100

353.000

353.100

353.200

353.300

353.400

353.500

352.400

352.500

352.600

352.700

352.800

352.900

351.800

351.900

352.000

352.100

352.200

352.300

351.200

351.300

351.400

351.500

351.600

351.700

350.600

350.700

350.800

350.900

351.000

351.100

LHS

350.000

350.100

350.200

350.300

350.400

350.500



BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

375.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

380.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

385.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

390.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

389.800

389.900

RH

S

389.200

389.300

389.400

389.500

389.600

389.700

388.600

388.700

388.800

388.900

389.000

389.100

388.000

388.100

388.200

388.300

388.400

388.500

387.400

387.500

387.600

387.700

387.800

387.900

386.800

386.900

387.000

387.100

387.200

387.300

386.200

386.300

386.400

386.500

386.600

386.700

385.600

385.700

385.800

385.900

386.000

386.100

384.800

384.900

RH

SLH

S

385.000

385.100

385.200

385.300

385.400

385.500

384.200

384.300

384.400

384.500

384.600

384.700

383.600

383.700

383.800

383.900

384.000

384.100

383.000

383.100

383.200

383.300

383.400

383.500

382.400

382.500

382.600

382.700

382.800

382.900

381.800

381.900

382.000

382.100

382.200

382.300

381.200

381.300

381.400

381.500

381.600

381.700

380.600

380.700

380.800

380.900

381.000

381.100

379.800

379.900

RH

SLH

S

380.000

380.100

380.200

380.300

380.400

380.500

379.200

379.300

379.400

379.500

379.600

379.700

378.600

378.700

378.800

378.900

379.000

379.100

378.000

378.100

378.200

378.300

378.400

378.500

377.400

377.500

377.600

377.700

377.800

377.900

376.800

376.900

377.000

377.100

377.200

377.300

376.200

376.300

376.400

376.500

376.600

376.700

375.600

375.700

375.800

375.900

376.000

376.100

374.800

374.900

RH

SLH

S

375.000

375.100

375.200

375.300

375.400

375.500

374.200

374.300

374.400

374.500

374.600

374.700

373.600

373.700

373.800

373.900

374.000

374.100

373.000

373.100

373.200

373.300

373.400

373.500

372.400

372.500

372.600

372.700

372.800

372.900

371.800

371.900

372.000

372.100

372.200

372.300

371.200

371.300

371.400

371.500

371.600

371.700

370.600

370.700

370.800

370.900

371.000

371.100

LHS

370.000

370.100

370.200

370.300

370.400

370.500



BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

395.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

400.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

405.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

Chainage

410.000

BC

DBM II

DBM I

WMM -II

WMM -I

GSB -II

GSB -I

Sub Grade

Embankment

C&G

409.800

409.900

RH

S

409.200

409.300

409.400

409.500

409.600

409.700

408.600

408.700

408.800

408.900

409.000

409.100

408.000

408.100

408.200

408.300

408.400

408.500

407.400

407.500

407.600

407.700

407.800

407.900

406.800

406.900

407.000

407.100

407.200

407.300

406.200

406.300

406.400

406.500

406.600

406.700

405.600

405.700

405.800

405.900

406.000

406.100

404.800

404.900

RH

SLH

S

405.000

405.100

405.200

405.300

405.400

405.500

404.200

404.300

404.400

404.500

404.600

404.700

403.600

403.700

403.800

403.900

404.000

404.100

403.000

403.100

403.200

403.300

403.400

403.500

402.400

402.500

402.600

402.700

402.800

402.900

401.800

401.900

402.000

402.100

402.200

402.300

401.200

401.300

401.400

401.500

401.600

401.700

400.600

400.700

400.800

400.900

401.000

401.100

399.800

399.900

RH

SLH

S

400.000

400.100

400.200

400.300

400.400

400.500

399.200

399.300

399.400

399.500

399.600

399.700

398.600

398.700

398.800

398.900

399.000

399.100

398.000

398.100

398.200

398.300

398.400

398.500

397.400

397.500

397.600

397.700

397.800

397.900

396.800

396.900

397.000

397.100

397.200

397.300

396.200

396.300

396.400

396.500

396.600

396.700

395.600

395.700

395.800

395.900

396.000

396.100

394.800

394.900

RH

SLH

S

395.000

395.100

395.200

395.300

395.400

395.500

394.200

394.300

394.400

394.500

394.600

394.700

393.600

393.700

393.800

393.900

394.000

394.100

393.000

393.100

393.200

393.300

393.400

393.500

392.400

392.500

392.600

392.700

392.800

392.900

391.800

391.900

392.000

392.100

392.200

392.300

391.200

391.300

391.400

391.500

391.600

391.700

390.600

390.700

390.800

390.900

391.000

391.100

LHS

390.000

390.100

390.200

390.300

390.400

390.500

Documents

Monthly Progress Report - nhai.org.innhai.org.in/spw/IEReport/Final MPR December-14.pdf · Monthly Progress Report ... Existing Pavement conditions is in traffic worthy conditon