monthly progress report - nhai.org.innhai.org.in/spw/iereport/final mpr january-2015.pdf · monthly...

Monthly Progress Report January-2015

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)

January,31- 2015

MONTHLY PROGRESS REPORT FOR THE M/O JANUARY’2015 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 - Site Photo Graphs

January’31, 2015 Page 1

MONTHLY PROGRESS REPORT FOR THE M/O JANUARY’2015 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, 35 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 been

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 Jan-15

(Cr)

Cumulative

planned

progress Up to

Jan-15

% age.

Cumulative

achieved

progress

(Cr)

Cumulative

achieved

progress

% age

Cumulative

Slippage

% age

Target for

Feb-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 at the earliest.






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 January-2015

Table 8.2: Correspondance from the I.E. for the M/o January-2015

S.No Letter Ref. Description Date of

Received

Response

Date

Comments/Reply

Letter Ref.

1 KPHPL/PM/2014/1658 Submission of MPR for the month of

December 2014 07.01.2015

2 KPHPL/PM/2014/1660 Construction of culverts 28.01.2015

S.N

o Letter Ref. Description

Date of

Received

Response

Date

Comments/Reply

Letter Ref.

1 Bloom/Bi/Kha-Pur/TL-

PL/1/2015/1067

Construction of Bus byes and Bus

Shelter –Reg 02.01.2015


PL/1/2015/1070 Site inspection Report-Reg. 14.01.2015


PL/1/2015/1071 O& M inspection Report 15.01.2015


PL/1/2015/1072

Omitting the Provision of Culverts

with Sluice gate-Reg 16.01.2015

5 Bloom/Bi/Kha-

Pur/TL/PD/12/2014/1068

Submission of monthly progress

report for the M/O december-2014-

reg.

13.01.2015






BASIS

9.0 Plant Establishment S.N. Description of plant Status

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

2 Camp Establishment / Site Offices

Concessionaire / EPC

Established at ChanakyaVihar, Bhagalpur

Sub-Contractor

1) Demobilised from Rangra (km 348 RHS)

2) Demobilised from Dayalpur(Km 324.050 RHS)

3 Hot Mix Plant (200TPH) 1) Demobilised from 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 Feb

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 January’2015 due to unavailability of land at village Chakrami.

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O L

AN

ING

O

F

KH

AG

AR

IA-P

UR

NE

A F

RO

M K

M 2

70.0

0 T

O K

M 4

10.0

00

IN

TH

E S

TA

TE

OF B

IHA

R U

ND

ER

NH

PD

-III

ON

DE

SIG

N, B

UIL

T,

FIN

AN

CE,

OP

ER

ATE

A

ND

T

RA

NS

FE

R (D

BFO

T)

AN

NU

ITY

BA

SIS






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%

Ja

nu

ary

’31

, 2

01

5

Pa

ge

17

MO

NTH

LY

PR

OG

RE

SS

RE

PO

RT F

OR

TH

E M

/O J

AN

UA

RY’2

015

BLO

OM

CO

MP

AN

IES

LLC,

IND

EP

EN

DE

NT E

NG

INE

ER

IND

EP

EN

DE

NT E

NG

INE

ER

SE

RV

ICE

S F

OR

TW

O L

AN

ING

O

F

KH

AG

AR

IA-P

UR

NE

A F

RO

M K

M 2

70.0

0 T

O K

M 4

10.0

00

IN

TH

E S

TA

TE

OF B

IHA

R U

ND

ER

NH

PD

-III

ON

DE

SIG

N, B

UIL

T,

FIN

AN

CE,

OP

ER

ATE

A

ND

T

RA

NS

FE

R (D

BFO

T)

AN

NU

ITY

BA

SIS

Ja

nu

ary

’31

, 2

01

5

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ge

18

MO

NTH

LY

PR

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RE

SS

RE

PO

RT F

OR

TH

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/O J

AN

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BLO

OM

CO

MP

AN

IES

LLC,

IND

EP

EN

DE

NT E

NG

INE

ER

IND

EP

EN

DE

NT E

NG

INE

ER

SE

RV

ICE

S F

OR

TW

O L

AN

ING

O

F

KH

AG

AR

IA-P

UR

NE

A F

RO

M K

M 2

70.0

0 T

O K

M 4

10.0

00

IN

TH

E S

TA

TE

OF B

IHA

R U

ND

ER

NH

PD

-III

ON

DE

SIG

N, B

UIL

T,

FIN

AN

CE,

OP

ER

ATE

A

ND

T

RA

NS

FE

R (D

BFO

T)

AN

NU

ITY

BA

SIS






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. The

Concessionaire has been advised to maintain the Ambulances and cranes at

both toll plaza in good working condition so that they may be used in case of

any emergency.






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 1600

2 Cement Bags -

3 Stone Aggregate MT 1950

4 Stone Dust MT 1200

5 Bitumen MT -

6 Steel MT -

Ja

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ary

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, 2

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RT F

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ER

SE

RV

ICE

S F

OR

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F

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AG

AR

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UR

NE

A F

RO

M K

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0 T

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M 4

10.0

00

IN

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E S

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OF B

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R U

ND

ER

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ON

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CE,

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ATE

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AN

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ITY

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SIS

16.0

P

LA

NT &

MA

CH

INE

RY

DE

TA

ILS

: D

escription

JC

B

Tra

cto

r w

ith

trolley

Wate

r Tanker

Excavato

r Tip

per

Moto

r G

rader

F.E

./B

ack

hoe

Loader

Paver

Vib

rato

ry

Roller

Tandem

R

oller

PTR

H

MP

Re

qu

ire

me

nt

4

10

1

2

12

8

2

8

7

5

12

4

2

2

Mo

bili

ze

d a

t S

ite

1

0

1

1

1

4

1

1

1

2

2

1

1

Description

WM

M

Pla

nt

Bro

om

B

it.

Spra

yer

Batc

hin

g

Pla

nt

Tra

nsit

Mix

er

Com

pre

ss

or

Die

sel

Tank

Cra

ne

Bar

Cutt

ing /

Bendin

g

Machin

e

Weig

h

Bridge

Dozer

Re

qu

ire

me

nt

2

2

2

1

4

2

2

1

2

4

-

Mo

bili

ze

d a

t S

ite

-

1

1

- -

1

1

2

- 2

1

Description

Em

uls

ion

Tank

DG

Set 500

Kva

DG

Set

125K

va

DG

Set

62.5

Kva

DG

Set 15

Kva

4 w

heele

r C

rusher

Core

cutt

er

Bum

p

indic

ato

r Tra

iler

Re

qu

ire

me

nt

2

2

3

3

4

12

1

2

1

2

Mo

bili

ze

d a

t S

ite

1

1

2

-

3

5

- 2

1

1






BASIS

Ja

nu

ary

’31

, 2

01

5

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ge

26

MO

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LY

PR

OG

RE

SS

RE

PO

RT F

OR

TH

E M

/O J

AN

UA

RY’2

015

BLO

OM

CO

MP

AN

IES

LLC,

IND

EP

EN

DE

NT E

NG

INE

ER

IND

EP

EN

DE

NT E

NG

INE

ER

SE

RV

ICE

S F

OR

TW

O L

AN

ING

O

F

KH

AG

AR

IA-P

UR

NE

A F

RO

M K

M 2

70.0

0 T

O K

M 4

10.0

00

IN

TH

E S

TA

TE

OF B

IHA

R U

ND

ER

NH

PD

-III

ON

DE

SIG

N, B

UIL

T,

FIN

AN

CE,

OP

ER

ATE

A

ND

T

RA

NS

FE

R (D

BFO

T)

AN

NU

ITY

BA

SIS

Fig

ure

1: L

ocation M

ap

Km

410.0

00

End P

oin

t

Km

270.0

00

Sta

rt P

oin

t

PIU

, N

HA

I

I.E. O

ffic

e

1st

CA

MP

I

CA

MP

II

QU

AR

RY

S

ITE

I.E. O

ffic

e

2nd






BASIS

Ja

nu

ary

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, 2

01

5

Pa

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28

MO

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SS

RE

PO

RT F

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/O J

AN

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BLO

OM

CO

MP

AN

IES

LLC,

IND

EP

EN

DE

NT E

NG

INE

ER

IND

EP

EN

DE

NT E

NG

INE

ER

SE

RV

ICE

S F

OR

TW

O L

AN

ING

O

F

KH

AG

AR

IA-P

UR

NE

A F

RO

M K

M 2

70.0

0 T

O K

M 4

10.0

00

IN

TH

E S

TA

TE

OF B

IHA

R U

ND

ER

NH

PD

-III

ON

DE

SIG

N, B

UIL

T,

FIN

AN

CE,

OP

ER

ATE

A

ND

T

RA

NS

FE

R (D

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T)

AN

NU

ITY

BA

SIS

FIG

UR

E 2

: S

ITE

OR

GA

NIZ

ATIO

N S

TR

UC

TU

RE

TE

AM

LE

AD

ER

CU

M

SR

. H

IGH

WA

Y

EN

GIN

EER

Pra

nay K

um

ar

EM

PLO

YE

R

NA

TIO

NA

L H

IGH

WA

YS

AU

TH

OR

ITY

OF IN

IDA

K

HA

GA

RIA

-PU

RN

EA

PR

OJE

CT (N

H-3

1)

PR

OJE

CT D

IRE

CTO

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f IE

S

AJID

PA

TE

L

SR

. B

RID

GE D

ESIG

N

EN

GIN

EER

TA

RU

N M

ATH

UR

HIG

HW

AY

DESIG

N

EN

GIN

EER

SR

. Q

UA

LIT

Y C

UM

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ATER

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ER

NID

HI K

AN

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HA

SR

. P

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EC

IALIS

T

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ES

IDEN

T C

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EN

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EER

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AY K

UM

AR

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FETY

EXP

ER

T

MO

HD

. A

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AY

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EN

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BR

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EN

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SU

DH

IR K

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AN

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L E

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ER

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P

AN

KA

J C

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ND

ER

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AL E

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ER

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D

EEP

AK

AG

GR

AW

AL

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EN

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Santo

sh K

r Sum

an

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rata

p S

ingh

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SST. H

IGH

WA

Y

EN

GIN

EER

S

ubodh K

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ar

VS P

andey

A

SST. M

ATER

IAL

EN

GIN

EER

Am

render

Kr

J.P

. Sin

g

ELEC

TR

ICA

L

EN

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EER

Ranja

n K

um

ar

H

TM

S/T

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EX

PE

RT

R

akesh K

um

ar

H

OR

TIC

ULTU

RE

CU

M

LA

ND

SC

AP

ING

EX

PE

RT

Nik

hil K

um

ar

EM

VIR

ON

MEN

TA

L

EN

GIN

EER

Ashok K

um

ar

Adm

in-

Support

Sta

ff

January-31, 2015 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 17th Jan-2015

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

3 -

January 31, 2015

Page 34





BASIS

3 -

January 31, 2015

Page 35





BASIS

3 -

January 31, 2015

Page 36





BASIS

3 -

January 31, 2015

Page 37





BASIS




KHAGARI-PURNEA FROM KM 270.00 TO KM 410.000 IN


BASIS

Appendix C: Summary of Test Report for the Month of Jan-2015

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

Ja

nu

ary

-31

, 2

01

5

Pa

ge

41

MO

NTH

LY

PR

OG

RE

SS

RE

PO

RT F

OR

TH

E M

/O J

AN

UA

RY’2

015

BLO

OM

CO

MP

AN

IES

LLC

IND

EP

EN

DE

NT E

NG

INE

ER

IND

EP

EN

DE

NT E

NG

INE

ER

SE

RV

ICE

S F

OR

TW

O L

AN

ING

O

F

KH

AG

AR

I-P

UR

NE

A FR

OM

K

M 270.0

0 TO

K

M 410.0

00

IN

TH

E S

TA

TE

OF B

IHA

R U

ND

ER

NH

PD

-III

ON

DE

SIG

N, B

UIL

T,

FIN

AN

CE,

OP

ER

ATE

A

ND

T

RA

NS

FE

R (D

BFO

T)

AN

NU

ITY

BA

SIS

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

NC

R

No

.

Issu

ed

Re

f/D

ate

Ty

pe

of

NC

R

D

esc

rip

tio

n o

f N

CR

Re

me

dia

l A

ctio

n

Acc

ep

ted

C

lose

d D

ate

Y

es/

No

01

B

loo

m/B

i/P

ur-

Kh

a/T

L-C

on

/20

12

/02

3,

Dt.

Ap

r-1

0’2

01

2

DB

M L

ay

er

Ap

pli

cati

on

DM

B 1

st L

ay

er

at

Ch

. 3

30

+0

0 t

o C

h.

33

0+

43

0

(7.0

4.2

01

2)

Ch

. 3

61

+1

10

to

Ch

. 3

67

+3

00

(7

.04

.20

12

)

Ch

. 3

70

+5

50

to

Ch

. 3

71

+7

70

(0

9.0

4.2

01

2):

Ap

pro

xim

ate

ly 1

5 k

ms

of

bit

um

ino

us

wo

rk d

on

e t

ill

da

te

Ye

s 1

5.0

5.2

01

2

02

B

loo

m/B

i/K

ha

-Pu

r/V

KS

/PL/

20

12

/08

/2

22

, D

t.

31

-08

-12

Co

nst

ruct

ion

of

Bo

x

Cu

lve

rt T

op

Sla

b

Wo

rk

Ch

. K

m 3

79

+2

36

Th

e t

op

le

ve

l o

f B

ox

Cu

lve

rt s

lab

ha

s b

ee

n f

ou

nd

ab

ou

t 4

00

mm

lo

we

r th

an

re

qu

ire

d l

ev

el

as

pe

r

de

sig

n a

nd

dra

win

g.

Ye

s 2

4.1

0.2

01

3

03

B

loo

m/B

i/P

ur-

Kh

a/V

KS

/PD

/20

12

/09

/2

28

, D

t.

03

-09

-12

Em

ba

nk

me

nt

Co

nst

ruct

ion

at

Pa

shra

ha

Are

a

Km

30

8+

55

0 t

o K

m 3

08

+7

10

Th

e E

mb

an

km

en

t 1

4th

la

ye

wa

s fa

ile

d i

n f

ield

de

nsi

ty t

est

(R

efe

r a

tta

che

d t

est

re

po

rt).

Th

e 1

5th

an

d 1

6th

la

ye

r o

f e

mb

an

km

en

t w

as

laid

wit

ho

ut

ge

ttin

g 1

4th

la

ye

r co

mp

act

ion

te

st.

Th

e 1

4th

la

ye

r is

req

uir

ed

to

ge

t D

en

sity

te

st a

pp

rove

d i

n p

rese

nce

of

IE.

Ye

s 0

4.0

9.2

01

2

04

B

loo

m/B

i/P

ur-

Kh

a/T

L-C

on

/20

12

/23

9

Dt.

13

-09

-12

Co

nst

ruct

ion

of

WM

M W

ork

Ch

. 2

90

+6

00

to

29

0+

70

0,

RH

S

Th

e T

hic

kn

ess

ha

s b

ee

n o

bse

rve

d 1

25

mm

on

ly.

It i

s

less

th

an

re

qu

ire

d a

s p

er

de

sig

n a

nd

dra

win

g

Ye

s 2

4.0

9.2

01

3

Ja

nu

ary

-31

, 2

01

5

Pa

ge

42

MO

NTH

LY

PR

OG

RE

SS

RE

PO

RT F

OR

TH

E M

/O J

AN

UA

RY’2

015

BLO

OM

CO

MP

AN

IES

LLC

IND

EP

EN

DE

NT E

NG

INE

ER

IND

EP

EN

DE

NT E

NG

INE

ER

SE

RV

ICE

S F

OR

TW

O L

AN

ING

O

F

KH

AG

AR

I-P

UR

NE

A FR

OM

K

M 270.0

0 TO

K

M 410.0

00

IN

TH

E S

TA

TE

OF B

IHA

R U

ND

ER

NH

PD

-III

ON

DE

SIG

N, B

UIL

T,

FIN

AN

CE,

OP

ER

ATE

A

ND

T

RA

NS

FE

R (D

BFO

T)

AN

NU

ITY

BA

SIS

05

B

loo

m/B

i/K

ha

-Pu

r/S

K-P

L/2

01

3/0

2/4

09

Dt.

13

-02

-13

E

art

h w

ork

Km

30

2+

50

0 t

o K

m 3

03

+9

50

RH

S,

Km

30

7+

20

0 t

o

30

7+

85

0 R

HS

, K

m 3

08

+0

00

to

30

8+

50

0

En

d d

um

pin

g a

nd

la

ye

r th

ick

ne

ss n

ot

ma

inta

ine

d

Ye

s 2

2.0

5.2

01

3

06

Blo

om

/Bi/

Kh

a-P

ur/

TL/

PL/

20

13

/03

/45

6

Dt.

22

-03

-13

WM

M,

1st

La

ye

r C

h.

38

0+

60

0 t

o 3

80

+6

65

Y

es

02

.04

.20

13

07

Blo

om

/Bi/

Kh

a-P

ur/

SK

/PL/

20

13

/04

/48

5

Dt.

04

.04

.20

13

Em

ba

nk

me

nt

Co

nst

ruct

ion

Km

31

5+

00

0 t

o 3

15

+6

00

, R

HS

Du

mp

ing

of

succ

ess

ive

la

ye

r o

ver

un

com

pa

cte

d

un

de

rne

ath

la

ye

r w

as

go

ing

on

Ye

s 2

2.0

5.2

01

3

08

/45

6 B

loo

m/B

i/K

ha

-Pu

r/S

K/P

L/2

01

3/0

4

/48

6

Dt.

04

.04

.20

13

Em

ba

nk

me

nt

Co

nst

ruct

ion

Km

30

7+

05

0 t

o 3

07

+2

00

, R

HS

Du

mp

ing

of

succ

ess

ive

la

ye

r o

ver

un

com

pa

cte

d

un

de

rne

ath

la

ye

r &

do

zin

g o

f e

nd

du

mp

ing

ma

teri

al

wa

s g

oin

g o

n.

Ye

s 2

2.0

5.2

01

3

09

Blo

om

/Bi/

Kh

a-P

ur/

SK

/PL/

20

13

/04

/48

7

Dt.

04

.04

.20

13

Em

ba

nk

me

nt

Co

nst

ruct

ion

Km

30

6+

50

0 t

o 3

06

+9

00

, R

HS

Wit

ho

ut

de

wa

teri

ng

en

d d

um

pin

g a

nd

do

zin

g w

as

go

ing

on

.

Ye

s 2

2.0

5.2

01

3

10

Blo

om

/Bi/

Kh

a-P

ur/

SK

/PL/

20

13

/04

/48

8

Dt.

04

.04

.20

13

Blo

om

/Bi/

Kh

a-P

ur/

TL/

PL/

6/2

01

3/

59

0,

da

ted

-

4.0

6.2

01

3

SG

/GS

B

Km

29

9+

70

0 t

o 2

99

+8

00

, LH

S &

29

8+

36

0 t

o

29

8+

41

0 L

HS

SG

/GS

B w

idth

is

less

th

an

re

qu

ire

d

Ye

s 3

1.1

2.2

01

3

11

B

loo

m/B

i/K

ha

-Pu

r/T

L/P

L/V

KS

/01

/20

13

/50

2A

Dt.

11

.04

.20

13

La

yin

g o

f D

BM

Km

. 3

80

+0

20

to

38

0+

09

0 R

HS

& K

m.

38

0+

49

0 t

o

38

0+

67

0 R

HS

Lay

ing

of

WM

M b

y m

oto

r g

rad

er

wit

ho

ut

com

ple

te

sca

rifi

cati

on

of

exi

stin

g B

T s

urf

ace

Ye

s

15

.10

.20

13

Ja

nu

ary

-31

, 2

01

5

Pa

ge

43

MO

NTH

LY

PR

OG

RE

SS

RE

PO

RT F

OR

TH

E M

/O J

AN

UA

RY’2

015

BLO

OM

CO

MP

AN

IES

LLC

IND

EP

EN

DE

NT E

NG

INE

ER

IND

EP

EN

DE

NT E

NG

INE

ER

SE

RV

ICE

S F

OR

TW

O L

AN

ING

O

F

KH

AG

AR

I-P

UR

NE

A FR

OM

K

M 270.0

0 TO

K

M 410.0

00

IN

TH

E S

TA

TE

OF B

IHA

R U

ND

ER

NH

PD

-III

ON

DE

SIG

N, B

UIL

T,

FIN

AN

CE,

OP

ER

ATE

A

ND

T

RA

NS

FE

R (D

BFO

T)

AN

NU

ITY

BA

SIS

12

B

loo

m/B

i/K

ha

-Pu

r/T

L/P

L/0

5/5

57

Dt.

16

.05

.20

13

Em

ba

nk

me

nt

wo

rk

wit

ho

ut

C&

G a

nd

OG

L p

rep

ara

tio

n.

Ch

. 3

12

+5

00

to

31

3+

00

0,

RH

S

Em

ba

nk

me

nt

1st

la

ye

r d

um

pin

g h

as

be

en

do

ne

wit

ho

ut

C&

G a

nd

OG

L p

rep

ara

tio

n.

Ye

s 0

3.0

6.2

01

4

13

B

loo

m/B

i/K

ha

-Pu

r/T

L/P

L/0

5/5

58

Dt.

16

.05

.20

13

E

mb

an

km

en

t w

ork

Ch

. 3

07

+8

10

to

30

8+

00

0,

RH

S

Em

ba

nk

me

nt

1st

la

ye

r d

um

pin

g h

as

be

en

do

ne

wit

ho

ut

C&

G a

nd

OG

L p

rep

ara

tio

n.

Ye

s 1

8.1

0.2

01

3

14

B

loo

m/B

i/K

ha

-Pu

r/T

L/P

L/0

6/6

03

Dt.

15

.06

.20

13

Co

nst

ruct

ion

of

Ra

ilin

g B

rid

ge

Ch

. 3

96

+5

03

A N

ew

Cra

sh B

arr

ier

is b

ein

g c

on

stru

cte

d w

hic

h i

s

red

uci

ng

th

e w

idth

of

carr

iag

e w

ay

an

d i

mp

osi

ng

ext

ra l

oa

d o

n t

he

bri

dg

e f

or

wh

ich

it

wa

s n

ot

de

sig

ne

d

Ye

s

12

.10

.20

13

15

B

loo

m/B

i/K

ha

-Pu

r/T

L/P

L/0

6/6

05

Dt.

15

.06

.20

13

D

BM

1st

La

ye

r

Ch

. 2

86

+4

50

to

28

6+

60

0 (

LHS

)

Mo

RT

H C

lau

se 5

07

.1

Th

ick

ne

ss o

f D

BM

la

ye

r is

no

t a

s p

er

spe

cifi

cati

on

Ye

s

14

.10

.20

13

16

B

loo

m/B

i/K

ha

-Pu

r/T

L/P

L/0

6/6

04

Dt.

15

.06

.20

13

Fix

ing

of

Me

tal

be

am

cra

sh b

arr

ier

Ch

. 3

50

+9

00

to

35

1+

20

0(B

HS

)

As

Mo

RT

H s

pe

cifi

cati

on

cla

use

81

0.2

.1 &

81

0.2

.2

In b

etw

ee

n a

bo

ve

lo

cati

on

ne

arl

y 2

0 n

um

be

rs o

f

pa

ne

ls a

re w

ith

ou

t g

alv

an

iza

tio

n a

nd

so

me

are

wit

ho

ut

Nu

ts &

Bo

lts

Ye

s 2

1.0

9.2

01

3

17

B

loo

m/B

i/K

ha

-Pu

r/T

L/P

L/0

6/6

06

Dt.

15

.06

.20

13

E

mb

an

km

en

t W

ork

Ch

. 3

01

+5

00

to

30

1+

60

0 (

LHS

) –

1st

La

ye

r

Ch

. 3

02

+0

50

to

30

2+

60

0 (

LHS

) –

1st

La

ye

r

Ch

. 3

07

+7

10

to

30

7+

81

0 (

LHS

) –

2n

d L

ay

er

Mo

RT

H C

lau

se 2

01

, 3

05

.3.1

an

d 3

05

.30

.5

Mu

ltip

le l

ay

er

du

mp

ing

do

ne

in

la

ye

r th

ick

ne

ss m

ore

tha

n 2

0cm

wit

ho

ut

C&

G a

nd

OG

L p

rep

ara

tio

n

Ye

s 2

4.1

0.2

01

3

18

B

loo

m/B

i/K

ha

-Pu

r/T

L/P

L/0

7/6

63

Dt.

19

.07

.20

13

R

oa

d M

ark

ing

Ch

. 3

27

+5

60

to

33

2+

70

0 (

B/S

)

Ch

. 3

35

+0

00

to

34

8+

00

0 (

B/S

)

Ch

. 3

56

+4

00

to

35

6+

50

0 (

B/S

)

Th

ick

ne

ss/C

olo

ur/

Pa

int/

Gla

ss B

ea

ds

are

no

t

con

firm

ing

to

Mo

RT

H C

lau

se-8

03

, w

ork

is

be

ing

pro

gre

ss w

ith

ou

t su

bm

itti

ng

an

y t

hir

d p

art

y t

est

resu

lts

an

d w

ith

ou

t it

s re

vie

w.

Ye

s 0

7.1

1.2

01

3

Ja

nu

ary

-31

, 2

01

5

Pa

ge

44

MO

NTH

LY

PR

OG

RE

SS

RE

PO

RT F

OR

TH

E M

/O J

AN

UA

RY’2

015

BLO

OM

CO

MP

AN

IES

LLC

IND

EP

EN

DE

NT E

NG

INE

ER

IND

EP

EN

DE

NT E

NG

INE

ER

SE

RV

ICE

S F

OR

TW

O L

AN

ING

O

F

KH

AG

AR

I-P

UR

NE

A FR

OM

K

M 270.0

0 TO

K

M 410.0

00

IN

TH

E S

TA

TE

OF B

IHA

R U

ND

ER

NH

PD

-III

ON

DE

SIG

N, B

UIL

T,

FIN

AN

CE,

OP

ER

ATE

A

ND

T

RA

NS

FE

R (D

BFO

T)

AN

NU

ITY

BA

SIS

19

B

loo

m/B

i/K

ha

-Pu

r/T

L/P

L/0

7/6

65

Dt.

20

.07

.20

13

D

BM

1st

La

ye

r

Ch

. 3

17

+4

80

to

31

7+

90

0 (

RH

S)

Ch

. 3

17

+5

00

to

31

7+

80

0 (

LHS

)

Fa

ilu

re a

of

DB

M 1

st l

ay

er

Ye

s

30

.10

.20

13

20

B

loo

m/B

i/K

ha

-Pu

r/T

L/P

L/1

2/8

76

Dt.

26

.12

.20

13

Lay

ing

of

DB

M o

ve

r

un

acc

ep

tab

le

un

de

rne

ath

la

ye

rs

Lay

ing

of

DB

M o

ve

r u

na

cce

pta

ble

un

de

rne

ath

la

ye

rs

Ch

. 3

04

+0

00

to

30

4+

30

0,

RH

S

Ye

s 2

5.0

1.2

01

4

21

B

loo

m/B

i/K

ha

-Pu

r/T

L/P

L/1

2/8

77

Dt.

26

.12

.20

13

E

art

h W

ork

Ea

rth

wo

rk

Ch

. 3

09

+1

00

to

31

0+

00

0 R

HS

En

d d

um

pin

g o

f e

mb

an

kn

et

ma

teri

al

wit

ho

ut

rem

ova

l o

f st

ag

na

nt

wa

ter

an

d s

lush

als

o,

the

thic

kn

ess

of

du

mp

ed

ma

teri

al

ins

mo

re t

ha

n 2

00

mm

(ve

ry m

uch

exc

ess

ive

th

ick

ne

ss),

All

em

ab

me

nt

wo

rk

exe

cute

d w

ith

ou

t m

ain

ata

nin

g l

ay

ers

an

d f

oll

ow

ing

cla

use

30

5 o

f M

oR

TH

sp

eci

fica

tio

n

Ye

s 2

2.0

5.2

01

4

22

B

loo

m/B

i/K

ha

-Pu

r/T

L/P

L/1

2/8

78

Dt.

26

.12

.20

13

Co

nst

ruct

ion

of

Em

ab

an

me

nt

Co

nst

ruct

ion

of

Em

ab

an

me

nt

Ch

. 3

15

+1

50

to

31

5+

60

0,

RH

S

Em

ab

an

km

en

t m

ate

ria

l d

um

pe

d (

by

en

d d

ozi

ng

wit

h

thic

kn

ess

mo

re t

ha

n 2

00

mm

, w

ith

ou

t co

mp

act

ion

of

un

de

rne

ath

em

ab

an

km

en

t 1

0th

la

ye

r.

Ye

s 3

0.0

5.2

01

4






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Road Cleaning

Maintenance of MBCB

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