NATIONAL HIGHWAYS AUTHORITY OF INDIA - nhai.org.innhai.org.in/spw/IEReport/Monthly Inspection Report... · NATIONAL HIGHWAYS AUTHORITY OF INDIA ... MONTHLY INSPECTION REPORT (November

NATIONAL HIGHWAYS AUTHORITY OF INDIA(Ministry of Road Transport and Highways)

Government of India

Four Laning of Hajipur-Muzaffarpur Section of N.H- 77 from Km. 0.000to Km. 46.300 and construction of 16.87 kms New Bypass connecting NH-

28 of East West Corridor at Km. 515.045 in the State of Bihar under(NHDP Phase-III) on BOT(Annuity) Basis

MONTHLY INSPECTION REPORT(November - 2015)

INDEPENDENT CONSULTANT CONCESSIONAIRE

Intercontinental Consultantsand Technocrats Pvt. Ltd.,(ICT)A-8, Green Park, New Delhi,India

M/s Patna Highway Projects Limited2nd floor, Centric Plaza, Plot No.- 8, Pocket-4, Sector-II, Dwarka,New Delhi- 110075.

Four Laning of Hajipur-Muzaffarpur Section of N.H- 77 from Km. 0.000 to Km. 46.300 and construction of 16.87 kms New

Bypass connecting NH- 28 of East West Corridor at Km. 515.045 in the State of Bihar under (NHDP Phase-III) on

BOT(Annuity) Basis

Monthly Inspection Report (November -2015)

MONTHLY INSPECTION REPORT

(November - 2015)

TABLE OF CONTENTS

Sl Descriptions Page No.

Section-A

General

1. Project Location Map 1

2. Executive Summary & S-curve 2 - 8

(i) Project Brief 9

(ii) Scope of the project 10

(iii) Inspection of IC 11

(iv) Role of Independent Consultant 12 - 16

Section-B

Project Activities

1. Design and Drawing Status 17

2. Mobilization of Manpower 18 – 20

3. Strip Chart and Status of Structure 21 - 31

4. Quality of works

(i) Progress review and construction activities 32

(ii) Status of Field Laboratory 32

(iii) Status of Site camps 32

(iv) Status of Material Source approval 32 - 35

(v) Quality Control Report 36 – 42

5. Status of Milestone 43

6. Activities Performed by Consultant during the Month 44

7. NCR Reported during the Month 45

8. Key and Sub-Professional Staff Brief Description of Work during the month. 46 - 47

Section-C

Safety of Construction 48

Section-D

Defects/Deficiencies in Work 49

Section-E

Maintenance of Existing Road 50

Section-F

Expenditure of Concessionaire 51 - 56

Section-G

Project Photographs 57 - 58

Section-H

Weather Report 59

Section-I

Project Communication (Incoming and Outgoing) 60 - 61

Section-J

Comments on Concessionaire MPR 62 – 67

SECTION – A

General

Four Laning of Hajipur-Muzaffarpur Section of N.H- 77 from Km. 0.000 to Km. 46.300 and construction of 16.87 kms New Bypass

connecting NH- 28 of East West Corridor at Km. 515.045 in the State of Bihar under (NHDP Phase-III) on BOT(Annuity) Basis

Monthly Inspection Report (November - 2015)

1

SECTION – A

1.

LOCATION MAP

End of Project

Ch. 16+870 of

Bypass

Start of Bypass

Ch. 46+300 NH-

77= 0+000 of

Bypass

Start of Project

0+000 (NH-77)




2

2.

EXECUTIVE SUMMARY

This Executive Summary presents the work progress of the project road for the month of November

2015 for Four Laning of Hajipur-Muzaffarpur Section of N.H- 77 from km. 0+000 to km. 46+300 and

Construction of 16.870 kms, New Bypass starting at km. 46+300 and connecting N.H- 28 of East-West

Corridor at km. 515+045 in the State of Bihar under NHDP Phase- III on DBFOT (Annuity) Basis.

The Concessionaire is M/s. Patna Highway Project Limited and M/s. Intercontinental Consultants and

Technocrats Pvt. Ltd. has been appointed as the Independent Consultants.

1.1 Mobilization

The Independent Consultant had mobilized all of its permanent key staffs as well as domestic staffs at

site since start of project. The Concessionaire completed also their mobilization of staff as well as

plant and equipment.

1.2 Physical Progress Summary

The physical progress as evaluated by IC based on work done for the month is reported below;

Description This Month Cumulative

As per Concessionaire‟s

Program

The Concessionaire did not submit

revised implementation schedule

inspite of IC repeated request

The Concessionaire did not submit

revised implementation schedule

inspite of IC repeated request

As per Actual 0.275% 75.477%*

Shortfall - -

Note : As per letter of IC to Concessionaire with reference no. ICT/102/NH-77/PHPL/TL/2013/1811

dated 08.04.2013, the IC advise the Concessionaire to submit revise execution program and based on

that submitted program the S-curve will be reflected till the final (EOT) Extension of Time is received

from NHAI.

*Re-evaluation of actual physical progress between the IC, NHAI and Concessionaire on 25th

March 2014 and all parties agreed that executed quantities dated 25th

March, 2014 had physical

accomplishment of 71.07%. * Physical progress for the month of November - 2015 is 0.275 %,

having accomplishment for the month of November - 2015 = 75.477 %

1.3 Physical Work Progress Status

The status of Physical Progress of road and structure works as on November 2015 are given below.

Road Works Progress

Layers Total Length

(kms.)

Completed

(kms.)

In Progress

(kms.)

Not Yet Started

(kms.)

Cumulative

Progress (%)

Clearing &

Grubbing

63.17 58.06 0.000 05.11 91.91

Embankment 62.27 50.15 07.96* 12.12 80.53

Sub grade 62.27 49.77 00.87* 12.77 79.92

GSB 62.27 49.61 00.89* 13.17 79.66

WMM 62.07 49.09 00.15* 13.04 79.09

Kerb 62.07 48.90 00.00 13.17 78.59

DBM 62.07 44.43 02.76* 15.49 71.58

BC 63.17 37.07 00.00 26.01 58.68

Road Markings 63.17 34.33 00.00 28.57 53.23

*Further activity not proceeded since long period in progress stretches.




3

Structure Works Progress Status

Sl.

No.

Types of

Structures

Total No. of Structures Completed

Structures

In

Progress

Not

Yet

Started

Remarks

as

per

DPR

as per

Concessionaire

1 Major Bridge 1 1 1 0 -

2 Minor

Bridges 18 18 15 1 *2

* In hindrance @

take off point of

Bypass.

3 ROB 3 3 0 3 -

At ROB-II, Steel

girder launching

going on. Apply for

blockage of railway

span.

4 VUP 6 6+1(COS) = 7 5 0 *2

Structural part

completed, RE wall

works of

approaches are in

progress in Bypass

only.

*One at Sarai

market & other at

ROB-1 location.

5 Box Culverts 47 48+4(COS)=52 48 1 *3 *At Sarai and

Bypass.

6 Flyover 01 01 0 01 -

RE wall works &

Superstructure

work in progress

(Bypass).

7 Toll Plaza 01 01 0 01 -

Status of Drawings Approval (Structure)

Position of Review of Design & Drawings of structures by IC

SI.

No.

Type of

Structure

Total No.

of

structures

submitted by

Concessionaire

Reviewed

by I.C.

Under

Review

with

I.C.

Pending with

Concessionaire

for compliance

of observations

Remarks

1 Major

Bridge 1 1 1 NIL NIL

2 Minor

Bridge 18 18 18 NIL 3

15 –final

reviewed

3 VUP's 7 7 7 NIL -

4 Flyover 1 1 1 NIL NIL

5 ROB's 3 3 3 NIL 1*

*Compliance

pending to the

Concessionaire

6 Box

Culverts

48+4

(additional)

=52

48+4

(additional)

=52

48+4

(additional)

=52

NIL

1.4 Design & Drawing Review Carried Out by TL/IE Details location wise.

1.4.1 Main Carriageway 0.000 to 46.300-




4

Approval of the Design is granted between Km. 1+000 to Km 46+300.

1.4.2 Bypass Section- Review of the Design of Plan & Profile between Km. 0+000 to Km. 16+870

completed.

1.4.3 Review observations on Minor Bridge complied and reviewed finally by IC.

1) Km. 2+437

2) Km. 6+525

3) Km. 15+148 (skew)

4) Km. 30+827 (skew)

5) Km. 31+189 (skew)

6)35+254 (Skew)

7) Km. 37+038

8) Km. 37+515

9) Km. 38+287

10) Km. 42+899

11) Km. 43+045 (Box cell)

12) 43+445 (Box Cell)

13) Km. 45+310.

14) Km. 45+800.

15) Km. 10+760. (Bypass) Skew

1.4.4 Review of Design and Drawings of Minor Bridge: - Observations are pending with

Concessionaire.

1) Km. 14+162 (Minor Bridge) (Bypass) (skew)



1.4.5 Review of design and drawings of Flyover: - 8+531 reviewed finally.

1.4.6 Superstructure: -

Review of Design and Drawings done of superstructure of 15 minor bridges and one major bridge,

Superstructure of Flyover is also reviewed.

1.4.7 R.E. Wall Design and Drawings Review: -

Design and drawings review is in process for R.E. walls.

1.4.8 Quality Control

IC is monitoring closely to the quality of the work. Quality Control Report is shown at Chapter- 7.

1.4.9 Maintenance of Existing Road

The IC in his letter to Concessionaire with reference no. ICT/102/NH-77/PHPL/TL/2015/2825 dated

04.05.2015 and ICT/102/NH-77/PHPL/TL/2015/2873 dated 29.05.2015 reminding the

concessionaire regarding his contra-actual obligation under12.2 clause of C.A. also reminded the

Concessionaire that maintenance work shall be executed by NHAI at the risk and cost of

Concessionaire.

1.4.10 Safety Measures

The Concessionaire was informed to provide barricading at 0+550 to 0+650, 6+600 to 6+610,

45+850 to 45+880 and 46+250 to 46+300, IC had reminded Concessionaire to comply with

Schedule L- Safety Requirements as per IC letter ICT/102/NH-77/PHPL/TL/2015/2825 dated

04.05.2015.

1.4.11 Issue of Concern

The Concessionaire does not have significant accomplishment on plantation on medians, Island on

junctions, land scaping on Toll plaza. Even the Administrative building in which they included in

the estimate of 50 crores in late March-2015 do not have work as of this reporting period.




5

Up to this reporting, there were no EOT (Extension of Time) given by NHAI to Concessionaire.

No work had been observed at ROB-I and III. ROB-I final design and drawing of rotary at 0+000

starting point and viaduct was submitted by the Concessionaire partially and reviewed the same by

the IC. ROB-II is on going since 05.04.2015 and construction in very slow pace. ROB-III is delay

because of less effort of Concessionaire to do the work.

The Concessionaire is not working on hindrance free areas in Bypass i.e. the chainage listed

below;

(i) 1+500 to 1+600 - Subgrade up to BC.

(ii) 1+880 to 1+900 – DBM up to BC.

(iii) 1+600 to 1+880 - WMM up to BC.

(iv) 1+990 to 2+020 - WMM up to BC.

(v) 1+020 to 2+380 - DBM up to BC.

(vi) 2+380 to 2+600 - WMM up to BC.

(vii) 2+600 to 3+200 - DBM up to BC.

(viii) 3+200 to 3+320 - WMM up to BC.

(ix) 3+320 to 3+520 - GSB up to BC.

(x) 3+800 to 6+200 - DBM up to BC.

(xi) 7+250 to 7+400 - WMM up to BC.

(xii) 8+900 to 9+700 - WMM up to BC.

(xiii) 10+120 to 10+830 - DBM up to BC.

(xiv) 12+500 to 13+330 - DBM up to BC.

(xv) 13+330 to 13+880 - WMM up to BC.

(xvi) 14+440 to 14+870 - Subgrade up to BC.

Note: Above chainages listed above indicating only that it is hindrance free area and the Concessionaire

should do it in sequential manner of construction.

Status of Letters & NCR issued till date by IC to Concessionaire and their compliance.

Sl. No. Number of letters from

IC

Number of letters from

Concessionaire

Remarks

No. of

letters

No. of

NCR

No. of

letters

No. of NCR

complied

1) Materials 242 29 147 29 No NCR remaining

2) Highway/ Survey 586 13 483 09 04 NCR remaining

3) Structures 341 3 343 2 01 NCR remaining

Status of RFI’s attended by IC

(Only for the Month of November - 2015)

Sl. No. Activity Details Total Attended

(In this month)

Approved

(Reviewed)

Rejected

1 RFI‟s for Materials 01 01 0

2 RFI‟s for Roads 130 108 22

3 RFI‟s for Structures 41 32 09

4 Total RFI‟s 172 141 31




6

RFI’s attended up to November – 2015 by IC Representative.

Month Total Reviewed

(Approved)

Rejected

(Not Approved)

Remarks

Nov. 2010 - - - -

Dec. 2010 54 10 44 -

Jan. 2011 44 32 12 .

Feb. 2011 93 53 40 -

Mar. 2011 283 75 208 -

April 2011 250 52 198

May 2011 195 19 176

June 2011 158 19 139

July 2011 73 25 48

August 2011 303 171 132

September 2011 262 88 174

October 2011 209 142 67

November 2011 182 141 41

December 2011 236 202 134

January 2012 425 253 172

February 2012 472 277 195

March 2012 469 280 189

April 2012 510 282 228

May 2012 483 346 137

June 2012 494 337 157

July 2012 371 243 128

August 2012 254 162 92

September 2012 228 161 67

October 2012 284 185 99

November 2012 270 178 92

December 2012 318 247 71

January 2013 327 247 80

February 2013 251 140 111

March 2013 308 214 94

April 2013 277 211 66

May 2013 173 143 30

June 2013 154 124 30

July 2013 146 120 26

August 2013 142 118 24

September 2013 93 69 24

October 2013 54 46 08

November 2013 61 49 12

December 2013 65 39 26

January 2014 112 59 53

February 2014 118 64 54

March 2014 89 65 24

April 2014 121 105 16

May 2014 82 73 09

June 2014 213 208 05

July 2014 148 131 17




7

August 2014 77 43 34

September 2014 6 4 2

October 2014 4 4 0

November 2014 65 44 21

December 2014 32 26 6

January 2015 15 15 0

February 2015 12 12 0

March 2015 0 0 0

April 2015 42 34 8

May 2015 150 126 24

June 2015 223 187 36

July 2015 297 244 53

August 2015 233 172 61

September 2015 64 44 20

October 2015 156 129 27

November 2015 172 141 31

.

23.53 247% 224% 246% 310% 258% 261% 168% 228% 207% 205% 100.0

100 0.00 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%

Bill.No Activity

Amount (In Crs

Rs.)%age Descrip

Jan-

11

Feb-

11

Mar

-11

Apr

-11

May

-11

Jun-

11

Jul-1

1

Aug

-11

Sep-

11

Oct

-11

Nov

-11

Dec

-11

Jan-

12

Feb-

12

Mar

-12

Apr

-12

May

-12

Jun-

12

Jul-1

2

Aug

-12

Sep-

12

Oct

-12

Nov

-12

Dec

-12

Jan-

13

Feb-

13

Mar

-13

Apr

-13

May

-13

Jun-

13

Jul-1

3

Aug

-13

Sep-

13

Oct

-13

Nov

-13

Dec

-13

Tota

l Upt

oD

ate

5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40

Tar (%) 0.9 0.001 0.070 0.022 0.007 0.030 0.020 0.000 0.000 0.000 0.030 0.022 0.000 0.056 0.033 0.059 0.000 0.010 0.000 0.009 0.006 0.010 0.000 0.009 0.020 0.009 0.083 0.062 0.064 0.091 0.000 0.000 0.031 0.035 0.029 0.000 1.72

Ach (%) 0.9 0.001 0.070 0.022 0.007 0.030 0.020 0.000 0.000 0.000 0.030 0.022 0.000 0.056 0.033 0.059 0.000 0.010 0.000 0.009 0.006 0.010 0.000 0.009 0.020 0.009 0.005 0.000 0.002 0.000 0.001 0.001 0.000 0.000 0.000 0.000 1.33

Tar (%) 1.711 0.578 0.200 1.181 1.570 0.380 0.330 0.246 0.140 0.220 0.400 0.284 0.870 0.970 0.610 1.472 0.460 0.457 0.250 0.400 0.150 0.119 0.055 0.000 0.000 0.000 0.018 0.020 0.021 0.031 0.030 0.028 0.022 0.021 0.023 0.012 13.28

Ach (%) 1.711 0.578 0.200 1.181 1.570 0.380 0.330 0.246 0.140 0.220 0.400 0.284 0.870 0.970 0.610 1.472 0.460 0.457 0.250 0.400 0.150 0.119 0.055 0.000 0.000 0.000 0.000 0.000 0.060 8.000 0.020 0.044 0.005 0.000 0.010 0.010 21.20

Tar (%) 0.000 0.094 0.010 0.966 1.050 1.090 0.600 1.645 0.170 0.960 1.620 0.657 1.400 1.086 1.968 1.204 1.306 0.640 0.430 1.209 0.220 0.182 0.475 0.697 1.385 0.000 0.110 0.097 0.097 0.134 0.123 0.113 0.055 0.081 0.059 0.066 22.00

Ach (%) 0.0 0.094 0.010 0.966 1.050 1.090 0.600 1.645 0.170 0.960 1.620 0.657 1.400 1.086 1.968 1.204 1.306 0.640 0.430 1.209 0.220 0.182 0.475 0.697 1.385 0.000 0.000 0.000 0.000 2.000 0.031 0.229 0.055 0.040 0.044 0.020 23.48

Tar (%) 0.000 0.000 0.000 0.000 0.010 0.180 0.350 0.768 0.250 1.020 1.630 0.598 0.700 0.986 1.371 1.285 0.755 0.000 0.000 0.752 0.130 0.905 0.770 2.178 1.549 0.774 1.067 0.899 0.929 1.161 1.034 0.833 0.471 0.677 0.510 0.457 25.00

Ach (%) 0.0 0.000 0.000 0.000 0.010 0.180 0.350 0.768 0.250 1.020 1.630 0.598 0.700 0.986 1.371 1.285 0.755 0.000 0.000 0.752 0.130 0.905 0.770 2.178 1.549 0.774 0.380 0.767 0.423 0.000 0.293 0.131 0.217 0.300 0.037 0.010 19.52

Tar (%) 1.001 1.066 0.260 0.800 0.330 0.720 0.800 0.641 0.400 0.190 0.410 0.350 0.720 1.625 0.905 0.511 0.300 0.390 0.140 0.278 0.180 0.179 0.287 0.398 0.359 0.163 0.489 0.489 0.652 0.951 0.939 0.930 0.190 0.338 0.301 0.318 19.00

Ach (%) 1.001 1.066 0.260 0.800 0.330 0.720 0.800 0.641 0.400 0.190 0.410 0.350 0.720 1.625 0.905 0.511 0.300 0.390 0.140 0.278 0.180 0.179 0.287 0.398 0.359 0.163 0.225 0.164 0.089 21.00 0.670 0.167 0.082 0.050 0.053 0.040 35.94

Tar (%) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.005 0.005 0.142 0.138 0.142 0.203 0.152 0.213 0.203 0.264 0.268 0.264 2.00

Ach (%) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.01 0.005 0.03 0.02 0.00 1.00 0.000 0.00 0.00 0.00 0.00 0.000 1.06

Tar (%) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.071 0.061 0.374 0.363 0.373 0.267 0.000 0.000 0.000 0.159 0.170 0.161 2.00

Ach (%) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.071 0.061 0.228 1.593 0.000 0.000 0.000 0.035 0.000 0.000 0.000 0.000 1.99

Tar (%) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.052 0.058 0.181 0.176 0.181 0.259 0.194 0.142 0.129 0.207 0.212 0.208 2.00

Ach (%) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.052 0.058 0.060 0.161 0.629 14.00 0.025 0.070 0.00 0.020 0.000 0.000 15.07

Tar (%) 0.001 0.009 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.106 0.117 0.192 0.192 0.192 0.192 1.00

Ach (%) 0.001 0.009 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.625 31.00 0.005 0.000 0.00 0.000 0.000 0.000 31.64

Tar (%) 0.042 0.016 0.000 0.043 0.060 0.000 0.020 0.000 0.000 0.000 0.000 0.000 0.000 0.037 0.041 0.028 0.000 0.000 0.000 0.000 0.000 0.117 0.192 0.112 0.112 0.180 1.00

Ach (%) 0.042 0.016 0.000 0.043 0.060 0.000 0.020 0.000 0.000 0.000 0.000 0.000 0.000 0.037 0.041 0.028 0.016 0.118 0.013 1.000 0.005 0.000 0.00 0.000 0.000 0.000 1.44

Tar (%) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.115 0.000 0.000 0.000 0.000 0.000 0.117 0.192 0.192 0.192 0.192 1.00

Ach (%) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.115 0.032 0.000 0.00 0.000 0.000 0.000 0.15

675.0 90

site mobilization 75.000 10.0 100%Ach

750.0 100

3.6 1.7 3.1 5.8 7.1 5.5 1.4 1.4 1.4 7.0 8.9 8.9 9.6 8.9 9.9 9.0 5.3 0.5 0.5 0.5

3.6 5.28 8.4 14.15 21.2 26.8 28.1 29.5 30.9 37.9 46.8 55.7 65.3 74.2 84.1 93.1 98.4 98.9 99.5 100.0 0.0 0.0 0.0 0.0 0.0

3.62 1.66 3.11 5.76 7.09 5.51 1.36 1.36 1.42 7.04 8.88 11.19 1.00 1.00 6.67 7.04 6.84 5.33 4.01 3.00 2.48 2.18 1.21 0.42 0.41

3.62 1.66 3.11 5.76 7.09 5.51 1.36 1.36 1.42 7.04 8.88 11.19 1.00 1.00 6.67 7.04 6.84 5.33 4.01 3.00 2.48 2.18 1.21 0.42 0.41 0.41

3.6 1.7 0.5 3.0 3.0 2.4 2.1 3.3 1.0 2.4 4.1 11.93 3.69 4.77 4.95 4.53 2.84 1.50 0.82 2.65 0.69 1.39 1.59 3.32 3.48 1.21 2.47 2.24 2.46 3.10 2.58 2.61 1.68 2.28 2.07 2.05

3.6 5.36 5.9 8.87 11.8 14.2 16.3 19.6 20.6 23.0 27.1 39.05 42.74 47.50 52.45 56.98 59.82 61.32 62.14 64.79 65.47 66.87 68.45 71.77 75.26 76.47 78.94 81.18 83.64 86.74 89.32 91.93 93.61 95.88 97.95 100.00

3.615 1.747 0.540 2.969 2.967 2.400 2.100 3.300 0.960 2.390 4.132 11.927 3.690 4.766 4.948 4.532 2.841 1.497 0.820 2.649 0.686 1.394 1.586 3.319 3.483 1.213 0.977 2.819 1.784 0.710 1.050 0.670 0.360 0.178 0.144 0.087

3.6 5.36 5.90 8.87 11.8 14.2 16.3 19.6 20.6 23.0 27.1 39.0 42.7 47.5 52.45 56.98 59.82 61.32 62.14 64.79 65.47 66.87 68.45 71.77 75.26 76.47 77.45 80.27 82.05 82.76 83.81 84.48 84.84 85.01 85.16 85.24

Note :1 11.19 Revised Target 1.19 % + Site Mobilisation 10%

Projected Cumulative Progress (%) (REVISED 01)

Actual Monthly Progress (%)

Actual Cumulative Progress (%)

Projected Monthly Progress (%)

Contract Amount

Projected Monthly Progress (%) (REVISED 01)

Projected Cumulative Progress (%)

Projected Monthly Progress (%) (REV)

Actual Monthly Progress (%) Rev

11 Others 7.500 1.0

Sub-Total

9 Maintenance 7.500 1.00

10 Miscellanceous 7.500 1.000

7Toll Plaza &RigidPavements

15.000 2.00

8 Traffic Signsand Markings 15.000 2.000

5 Structures 142.500 19.0

6 Drainage 15.000 2.00

22.0

4 BituminiousCourse 187.500 25.0

Not UpdatedNo Implementation Schedule submitted by Concessionaire inspite of IC's repeated request.

S-CURVE (NH-77)Target Achieved

1 Site clearance 12.900 1.72

2 Earthworks 99.600 13.28

3 Granular Baseand Sub-Base 165.000

Monthly Inspection Report (November - 2015) 8




9

(i)

PROJECT BRIEF

Project : Four Laning of Hajipur-Muzaffarpur Section of

N.H- 77 from Km. 0.000 to Km. 46.300 and

Construction of 16.870 kms New Bypass

connecting NH- 28 of East West Corridor at Km.

515.045 in the State of Bihar under (NHDP

Phase-III) on BOT (Annuity) Basis

Client : National Highways Authority of India

(Ministry of Shipping, Road Transport and

Highways, Government of India)

Concessionaire : Patna Highway Projects Limited.

Independent Engineer : M/s. Intercontinental Consultant and Technocrats

Pvt. Ltd.

EPC Contractor : Gammon India Pvt. Ltd.

Design Consultant : Sheladia Associates Inc. USA. (Indian Regional

Office)

Supervision Consultant : Project Management Consultant- Patna Highway

Projects Ltd.

Project Cost : Rs. 671.70 Crores

Concession Agreement : 24.02.2010

Appointed date : 12.08.2010

Concession Period : 15 years (including Construction Period of

21/2

years)

Schedule Project Completion : 06.02.2013

Performance Security : Rs. 33.60 Crores.

(As per Schedule –F)




10

(ii)

SCOPE OF THE PROJECT

Contract Length : 63.170 Kms.

Proposed Configuration : 4-Lane+1.50 m Paved Shoulders on either

side+1.0 m Earthen Shoulder on either side.

Proposed Configuration ROB‟s : 3 Nos.

Major Bridge : 1 no.

Minor Bridges : 18 nos.

Bypass : 1 No. (Muzaffarpur Km. 0+000 to Km. 16+870)

Box Culverts : 52 Nos. (48 + 4 Additional)

Grade Separator : 1 No.

Underpasses : 7 Nos. (6+1 Additional at Turki)

At Grade Junction : Major Junction: 7 Nos.

Minor Junction: 83 Nos.

Toll Plaza : 1 No.

Truck Lay byes : 3 Nos.

Bus Bays with Bus Shelters : 7 Nos.




11

(iii)

INSPECTION BY IC

a) Date (s) of Inspection: 27th & 28

th November 2015.

b) Officers present during Inspection

SI. No. Name Designation

1 Mr. R.E.P. Sharma Sr. Quality cum Material Expert

2 Mr. S.P. Singh Bridge/Structural Engineer

3 Mr. Dinesh Kumar Survey Engineer

4 Mr. Guddu Kumar Assist. Quality cum Material Engineer

5 Mr. Ashok Kumar Assist. Highway Engineer

The team of I.C. composed of Team Leader, Key Professional Staff and Sub-professional Staff inspected

the site and observed the following:-

1. Work done on DBM for the month of November – 2015 at ch. 6+640 to 6+810 (LHS), 6+640 to

6+700 (RHS).

2. No work done on BC for the month of November - 2015.

3. DBM Top layer completed upto November is 88.70 Km (Two Lane)- NH-77 & Bypass.

4. BC completed upto November is 77.37 Km (Two Lane)- NH-77 & Bypass).

5. Work at Toll Plaza Admin building works fixing of tiles, electrical works, plumbing works in

progress, static weigh bridge not yet started.

6. No work at ROB-I structures since 29th August, 2013. There were proposal for the provision of

viaduct in front of GM office railway and got principle approval also. Final design & drawing was

submitted by the Concessionaire partially and reviewed the same by IC. Again there is change in

span arrangement in GAD of viaduct requested by ECR so work not started again.

7. In ROB-II, work started from 05th April 2015 due to fresh funds infusion arranged from the

bankers. There were remaining 6 spans (Both Sides) of composite girders, launching of

composite girder was started on 29th August 2015 on non-railway span launching of steel girder of

spans i.e. P2-P3 LHS and P3-P4 RHS non railway span done. Bracing cross girder in progress.

Staging for slab also going on. CRS was approved by railways on 01st September 2015. Applied

for blockage to ECR for launching of railway span. The TAD approved on 29.05.2015, RE wall

approaches work started in full swing. There is change in girders arrangement of railway span

only. Instead of 4 longitudinal girders, 5 girders will be provided now. So, at Sarai Camp,

fabrication of two new composite girders is in progress and modification of end cross girders is in

progress. Rectification in pedestals for new arrangement in completed, Priming, painting sand

blasting alignment of steel girder is in progress. RE panel erection, granular fill works in

approaches also in progress. New RE panel casting, also going on at Sarai Camp.

8. In Bypass, no work had been done on highway since 11.12.2012.

9. In ROB-III bypass, work was started 16th June, 2011 up to 29

th May, 2012 and stopped the

activities because of public resistance because they are demanding for land high compensation.

The works had been started again on 8th October, 2013 wherein the land acquisition problem had

been resolved, the ROB-III stopped again on 21st February, 2014 because of financial problem of

the Concessionaire. The remaining work of pile cap concreting and piling work started again on

11.11.2014, 12.11.2014, 15.11.2014 & 28.11.2014 onwards upto December 2014.

10. In Toll plaza, Administration building electrical work, tiles placing and plumbing works in

progress. There is no work on installation of Toll equipments.

11. Works of PUP at ROB-II Muzaffarpur end a8 0+820 at Devchand College started.




12

(iv)

ROLE OF INDEPENDENT CONSULTANT

3.0 Role and functions of the Independent Engineer

3.1 The role and functions of the Independent Engineer shall include the following:

(i) Review of the Drawings and Documents as set forth in Paragraph 4;

(ii) Review, inspection and monitoring of Construction Works as set forth in Paragraph 5;

(iii) Conducting Tests on completion of construction and issuing Completion / Provisional

certificate as set forth in Paragraph 5 ;

(iv) Review, inspection and monitoring of O&M as set forth in Paragraph 6.

(v) Review, inspection and monitoring of Divestment Requirement as set forth in Paragraph 7;

(vi) Determining, as required under the Agreement, the costs of any works or services and/ or

their reasonableness.

(vii) Determining, as required under the Agreement, the period or any extension thereof, for

performing any duty or obligation;

(viii) Assisting the Parties in resolution of disputes as set forth in Paragraph 9; and

(ix) Undertaking all other duties and functions in accordance with the Agreement.

3.2 The Independent Engineer shall discharge its duties in a fair, impartial and efficient manner,

consistent with the highest standards of professional integrity and Good Industry Practice.

4 Development Period

4.1 During the Development Period, the Independent Engineer shall undertake a detailed review of

the Drawing to be furnished by the Concessionaire, along with supporting data, including the

geo-tech and hydrological investigations, characteristics of materials from borrow areas and

quarry sites, topographical surveys and traffic surveys. The Independent Engineer shall complete

such review and send its comments/ observations to the Authority and the Concessionaire within

15 (fifteen) days of receipt of such Drawings. In particular, such comments shall specify the

conformity of otherwise of such Drawings with the Scope of the Project and Specifications and

Standards.

4.2 The Independent Engineer shall review any modified Drawings or supporting Documents sent to

it by the Concessionaire and furnish its comments within 7 (seven) days of receiving such

Drawings or Documents.

4.3 The Independent Engineer shall review the Drawings sent to it by the Safety Consultant in

accordance with Schedule-L and furnish its comments thereon to the Authority and the

Concessionaire within 7 (seven) days of receiving such Drawings. The independent Engineer

shall also review the safety Report and furnish its comments thereon to the Authority within (15)

days of receiving such report.

4.4 The Independent Engineer shall review the detailed design, construction methodology, quality

assurance procedures and the procurement, engineering and construction time schedule sent to it

by the Concessionaire and furnish its comments within 15 (fifteen) days of receipt thereof.

4.5 Upon reference by the Authority, the Independent Engineer shall review and comment on the

EPC Contract or any other contract for construction, operation and maintenance of the Project

Highway, and furnish its comments within 7 (seven) days from receipt of such reference from

the Authority.




13

5 Construction Period

5.1 In respect of the Drawings, Documents and Safety Report received by the Independent Engineer

for its review and comments during the Construction Period, the provisions of Paragraph 4 shall

apply, mutatis mutandis.

5.2 The Independent Engineer shall review the monthly progress report furnish by the

Concessionaire and sent its comments thereon to the Authority and the Concessionaire within 7

(seven) days of receipt of such report.

5.3 The Independent Engineer shall inspect the Construction Works and the Project Highway once

every month, preferably after receipt of the monthly progress report from the Concessionaire,

but before the 20th (twentieth) day of each month in any case, and make out a report such

inspection (the “Inspection Report”) setting forth an overview of the status, progress, quality and

safety of construction, including the work methodology adopted, the materials used and their

sources, and conformity of Construction works within the Scope of the Project and the

Specifications and Standards. In a separate section of the Inspection Report, the Independent

Engineer shall describe in reasonable detail the lapses, defects or deficiencies observed by it in

the construction of the Project Highway. The Inspection Report shall also contain a review of the

maintenance of the existing lanes in conformity with the provisions of the Agreement. The

Independent Engineer shall send a copy of its Inspection Report to the Authority and the

Concessionaire within 7 (seven) days of the inspection.

5.4 The Independent Engineer may inspect the Project Highway more than once in a month if any

lapses, defects or deficiencies require such inspection.

5.5 For determining that the Construction Works conform to Specification and Standards, the

Independent Engineer shall require the Concessionaire to carry out, or cause to be carried out,

tests on a sample basis, to be specified by the Independent Engineer in accordance with Good

Industry Practice for quality assurance. For purpose of this Paragraph 4.2.5, the tests specified in

the IRC Special Publication- 11 (Handbook of Quality Control for Construction of Roads and

Runways) and the Specifications for Road and Bridge Works issued by MOSRTH (the “ Quality

Control Manuals”) or any modification/substitution thereof shall be deemed to be tests

conforming to Good Industry Practice for quality assurance. The Independent Engineer shall

issue necessary direction to the Concessionaire for ensuring that the tests are conducted in a fair

and efficient manner, and shall monitor and review the results thereof.

5.6 The sample size of the tests, to be specified by the Independent Engineer under Paragraph 4.2.5,

shall comprise 10% (ten per cent) of the quantity or number of tests prescribed for each category

or type of tests in the Quality Control Manuals; provided that the Independent Engineer may, for

reasons to be recorded in writing, increase the aforesaid sample size by up to 10% (ten per cent)

for certain categories of types of tests.

5.7 The timing of tests referred to in Paragraph 4.2.5, and the criteria for acceptance/ rejection of

their results shall be determined by the Independent Engineer in accordance with the Quality

Control Manuals. The tests shall be undertaken on a random sample basis and shall be in

addition to, and independent of, the tests that may be carried out by the Concessionaire for its

own quality assurance in accordance with Good Industry Practice.

5.8 In the event that the Concessionaire carries out any remedial works for removal or rectification

of any defects or deficiencies, the Independent Engineer shall require the Concessionaire to

carry out, or cause to be carried out, tests to determine that such remedial works have brought

the Construction Works into conformity with the Specifications and Standards, and the

provisions of this Paragraph 5 shall apply to such tests.

5.9 In the event that the Concessionaire fails to achieve any of the Project Milestones, the

Independent Engineer shall undertake a review of the progress of construction and identify

potential delays, if any. If the Independent Engineer shall determine that completion of the

Project Highway is not feasible within the time specified in the Agreement, it shall require the

Concessionaire to indicate within 15 (fifteen) days the steps proposed to be taken to expedite

progress, and the period within which the Project Completion Date shall be achieved. Upon




14

receipt of a report from the Concessionaire, the Independent Engineer shall review the same and

send its comments to the Authority and the Concessionaire forthwith.

5.10 If at any time during the Construction Period, the Independent Engineer determines that the

Concessionaire has not made adequate arrangements for the safety of workers and Users in the

zone of construction or that any works is being carried out in a manner that threatens the safety

of the workers and the Users, it shall make a recommendation to the Authority forthwith,

identifying the whole or part of the Construction Works that should be suspended for ensuring

safety in respect thereof.

5.11 In the event that the Concessionaire carries out any remedial measures to secure the safety of

suspended works and Users, it may, by notice in writing, require the Independent Engineer to

inspect such works, and within 3 (three) days of receiving such notice, the Independent Engineer

shall inspect the suspended works and make a report to the Authority forthwith, recommending

whether or not such suspension may be revoked by the Authority.

5.12 If suspension of Construction Works is for reason not attributable to the Concessionaire, the

Independent Engineer shall determine the extension of dates set forth in the Project Completion

Schedule, to which the Concessionaire is reasonable entitled, and shall notify the Authority and

the Concessionaire of the same.

5.13 The Independent Engineer shall carry out, or cause to be carried out, all the Tests specified in

Schedule- I and issue a Completion Certificate or Provisional Certificate, as the case may be. For

carrying out its functions under this Paragraph 4.2.13 and all matters incidental thereto, the

Independent Engineer shall act under and in accordance with the provisions of Articles 14 and

Schedule-I.

5.14 Upon reference from the Authority, the Independent Engineer shall make a fair and reasonable

assessment of the costs of providing information, works and services as set forth in Article 16

and certify the reasonableness of such costs for payment by the Authority to the Concessionaire.

5.15 The Independent Engineer shall aid and advise the Concessionaire in preparing the Maintenance

Manual.

6 Operation Period

6.1 In respect of the Drawings, Documents and Safety Report received by the Independent Engineer

for its review and comments during the Operation Period, the provisions of Paragraph 4 shall

apply, mutatis mutandis.

6.2 The Independent Engineer shall review the annual Maintenance Program furnished by the

Concessionaire and send its comments thereon to the Authority and the Concessionaire within

15(fifteen) days of receipt of the Maintenance Programme.

6.3 The Independent Engineer shall review the monthly status report furnished by the

Concessionaire and send its comments thereon to the Authority and the Concessionaire within 7

(seven) days of receipt of such report.

6.4 The Independent Engineer shall inspect the Project Highway once every month, preferably after

receipt of the monthly status report from the Concessionaire, but before the 20th (twentieth) day

of each month in any case, and make out an O&M Inspection Report setting forth an overview

of the status, quality and safety of O&M including its conformity with the Maintenance

Requirements and Safety Requirements, In a separate section of the O&M Inspection Report, the

Independent Engineer shall describe in reasonable detail the lapses, defects or deficiencies

observed by it in O&M of the Project Highway. The Independent Engineer shall send a copy of

its O&M Inspection Report to the Authority and the Concessionaire within 7 (seven) days of the

inspection.

6.5 The Independent Engineer may inspect the Project Highway more than once in a month, if any

lapses, defects or deficiencies require such inspections.

6.6 The Independent Engineer shall in its O&M Inspection Report specify the tests, if any, that the

Concessionaire shall carry out, or cause to be carried out, for the purpose of determining that the

Project Highway is in conformity with the Maintenance Requirements. It shall monitor and




15

review the results of such tests and the remedial measures, if any, taken by the Concessionaire in

this behalf.

6.7 In respect of any defect or deficiency referred to in Paragraph 3 of Schedule- K, the Independent

Engineer shall, in conformity with the Good Industry Practice, specify the permissible limit of

deviation or deterioration with reference to the Specification and Standards and shall also

specify the time limit for repair or rectification of any deviation or deterioration beyond the

permissible limit.

6.8 The Independent Engineer shall determine if any delay has occurred in completion of repair or

remedial works in accordance with the Agreement, and shall also determine the Damages, if any,

payable by the Concessionaire to the Authority for such delay.

6.9 The Independent Engineer shall examine the request of the Concessionaire for closure of any

lane(s) of the carriageway for undertake maintenance / repair thereof, keeping in view the need

to minimize disruption in traffic and the time required for completing such maintenance / repair

in accordance with Good Industry Practice. It shall grant permission with such modifications, as

it may deem necessary, within 5 (five) days of receiving a request from the concessionaire. Upon

expiry of the permitted period of closure, the Independent Engineer shall monitor the re-opening

of such lane(s), and in case of delay, determine the Damages payable by the Concessionaire to

the Authority under Clause 17.7

6.10 The Independent Engineer shall monitor and review the curing of defects and deficiencies by the

Concessionaire as set forth in Clause 19.4

6.11 In the event that the Concessionaire notifies the Independent Engineer of any modifications that

it proposes to make to the Project Highway, the Independent Engineer shall review the same and

send its comments to the Authority and the Concessionaire within 15 (fifteen) days of receiving

the proposal.

6.12 The Independent Engineer shall undertake traffic sampling, as and when required by the

Authority, under and in accordance with Article 22 and Schedule-O.

7 Termination

7.1 At any time, not earlier than 90 (ninety) days prior to Termination but not later than 10 (ten)

days prior to such Termination, the Independent Engineer shall, in the presence of a

representative of the Concessionaire, inspect the Project Highway for determining compliance

by the Concessionaire with the Divestment Requirements set forth in Clause 38.1 and, if

required, cause tests to be carried out at the Concessionaire‟s cost for determining such

compliance. If the Independent Engineer determines that the status of the Project Highway is

such that its repair and rectification would require a larger amount than the sum set forth in

Clause 39.2, it shall recommended retention of the required amount in the Escrow Account and

the period of retention thereof.

7.2 The Independent Engineer shall inspect the Project Highway once in every 15 (fifteen) days

during a period of 90 (ninety) days after Termination for determining the liability of the

Concessionaire under Article 39, in respect of the defects or deficiencies specified therein. If any

such defect or deficiency is found by the Independent Engineer, it shall make a report in

reasonable detail and send it forthwith to the Authority and the Concessionaire.

8 Determination of cost and time

8.1 The Independent Engineer shall determine the costs, and/or their reasonableness, that are

required to be determined by it under the Agreement.

8.2 The Independent Engineer shall determine the period, or any extension thereof, that is required

to be determined by it under the Agreement.

9 Assistance in Dispute resolution

9.1 When called upon by either Party in the event of any Dispute, the Independent Engineer shall

medicate and assist the Parties in arriving at an amicable settlement.




16

9.2 In the event of any disagreement between the Parties regarding the meaning, scope and nature of

Good Industry Practice, as set forth in any provision of the Agreement, the Independent

Engineer shall specify such meaning, scope and nature by issuing a reasoned written statement

relying on good industry practice and authentic literature.

10 Other duties and functions

The Independent Engineer shall perform all other duties and functions specified in the

Agreement.

11 Miscellaneous

11.1 The Independent Engineer shall notify its programme of inspection to the Authority and to the

Concessionaire, who may, in their discretion, depute their respective representative to be present

during the inspection.

11.2 A copy of all communications, comments, instructions, Drawings or Documents sent by the

Independent Engineer to the Concessionaire pursuant to this TOR, and a copy of all the test

results with comments of the Independent Engineer thereon shall be furnished by the

Independent Engineer to the Authority forthwith.

11.3 The Independent Engineer shall obtain, and the Concessionaire shall furnish in two copies

thereof, all communications and reports required to be to submitted, under this Agreement, by

the Concessionaire to the Independent Engineer, whereupon the Independent Engineer shall send

one of the copies to the Authority along with its comments thereon.

11.4 The Independent Engineer shall retain at least one copy each of all Drawings and Documents

received by it, including „as-built‟ Drawings, and keep them in its safe custody.

11.5 Upon completion of its assignment hereunder, the Independent Engineer shall duly classify and

list all Drawings, Documents, results of tests and other relevant records, and hand them over to

the Authority or such other person as the Authority may specify, and obtain written receipt

thereof. Two copies of the said documents shall also be furnished in micro film form or in such

other medium as may be acceptable to the Authority.

12 PERFORMANCE CLAUSE

Independent Engineers shall be expected to fully comply with all the provisions of the „Terms of

Reference‟ and shall be fully responsible for supervising the Designs, Construction and

maintenance and operation of the facility takes place in accordance with the provisions of the

Concession Agreement and other schedules. Any failure of the Independent Consultant in

notifying to NHAI and the Concessionaire on non-compliance of the provisions of the

Concession Agreement and other schedules by the Concessionaire, non-adherence to the

provision of ToR and non-adherence to the time schedule prescribed under ToR shall amount to

non-performance.

The Independent Engineer shall appoint its authorized representative, who shall issue on behalf of

the IE, the Provisional Completion Certification and Completion Certificate along with the Team Leader

and shall carry out any such task as may be decided by NHAI. The IE shall take prior approval of NHAI

before issuing Provisional completion Certification and Completion Certificate. The proposal submitted

shall also include the name of the authorized representative along with the authorization letter and power

of attorney.

SECTION – B

Project Activities




17

1.

Design and Drawings Status:

Sl. No. Description Status

Plan and Profile

1

At Km. 0+000 to 46+300 Review of IC on 0+000 to 1+000 still going on.

Muzaffarpur Bypass

Km. 0+000 to Km. 16+960

Reviewed

2

Detailed Cross- Sections

Existing Road

Km. 1+000 to Km. 45+830

Reviewed

Muzaffarpur Bypass

Km. 0+000 to Km. 16+690

Reviewed.

3 Major Bridge

1 no. Reviewed

4 Minor Bridge

18 nos.

15 nos. Reviewed. 3 nos. Concessionaire’s compliance

still awaited.

5 ROB

3 nos. Superceded GAD of ROB-I submitted to Railway but

they returned putting some observation saying to

submit with viaduct arrangement on the same drawing.

Superceded GAD of ROB-II approved. CRS for ROB-

2 approved on 01st September 2015. Blockage applied

to ECR for rail span.

ROB-III GAD was submitted to Railway but not

approved observations compliance pending with

Concessionaire.

6

VUP

7 nos. (6+1 Additional) 7 Reviewed.

7

Box Culverts

52 nos. (48+4 Additional) 52 nos. reviewed.

8

Flyover

1 no. Reviewed

9 R.E. walls Observations regarding RE Walls compliance

submitted. Review is in progress.




18

2.

Mobilization of Manpower and Equipment

PHPL with their EPC Contractor was mobilized all the staff. Whereas Plant & Equipment were

separately mobilized by dividing the entire project length into three sections (Section 1st - Km 0 to

Km 21, Section 2nd

- Km 21 to Km 46.300 & Bypass section 3rd

- Km 0 to Km 16.870) by

establishing three camps at Sarai (Km 10), at Kamtaul (Km 35) and at bypass. At present, the

laboratories and offices at Bypass and Sarai camp are now closed. Laboratory works and office

works are done in Kamtaul camp. All plants had been removed at Bypass and Sarai camp.

At this reporting period, the Concessionaire deployed the following machine/equipment at ROB-2

ch. 5+700 to 6+780.

Sl. no. Equipment Unit

1 Grader 1

2 Vibratory Roller 1

3 Baby Roller 1

4 Hydra (11 tone ACE) 3

5 JCB 2.1 cum capacity 2

6 Front end Loader 1

7 Dumper (Dump truck) 16 cum capacity 18

9 Back hoe 20T 2

10 Generator Set 250 kva 2

11 Tower lamp 1

12 Water tanker (4000 liter capacity) 1

13 Drill Machine 2

14 Air compressor 2

15 Total station (sokkia) 1

16 Auto level (sokkia) 1

17 Bolero car 2

18 Crawler crane (20 T) 1

19 Hydra crane (14 T) 3

20 Hydra crane (11 T) 1

The concessionaire is obtaining their Asphalt Mix and Concrete Mix at Kamtaul camp.

Sl.

No.Name Position

Date of

Mobilization

/Demobilization

Assigned Package Remarks

1 Mr. Renato S. Morelos Team Leader 19.10.2011 Whole contract Package

2 Mr.Marcial Rigos Pascua Sr. Pavement Specialist 13.01.2011 Whole contract Package

3 Mr. M.D. Lacsmana Sr. Pavement Specialist 18.07.2012 Whole contract PackageReplacement on Sl.

No. 2

1 Mr. R. N. Goel Sr.Bridge Design

Engineer18.12.10 Whole contract Package

2 Mr. R.E. P. SharmaSr. Quality / Material

Expert30.11.10 Whole contract Package

3 Mr. Lal Narayan SinghResidential Cum

Highway Engineer19.11.10 Whole contract Package

Resigned effective

22.12.2012 as on

this MPR still no

replacement for Mr.

L.N. Singh

4 Mr. S. P.SinghBridge / Structural

Engineer02.12.10 Whole contract Package

5 Mr. P. K. Sikdar Road Safety Expert 17.01.11 Whole contract Package

1 Mr. Dinesh Kumar Survey Engineer 24.12.10 Whole contract Package

2 Mr. Manoj Kumar Mishra Ass. Bridge Engineer 09.02.2013 Whole contract PackageResigned dated-

02.08.2014

3 Mr. Om Prakash. Asst. Highway Engineer 01.02.11 Whole contract Package

4 Mr. Ashok Kumar Asst. Highway Engineer 22.08.14 Whole contract PackageReplacement on Sl.

No.3

5 Mr. Guddu KumarAsst.Quality cum

Material Engineer16.10.12 Whole contract Package

6 Mr. Akhilesh Kr. Mishra Asst. Highway Engineer12.05.11/

12.12.2013Whole contract Package

7 Mr. Anish KumarAsst.Quality cum

Material Engineer

17.02.11/


8 Mr. Nagendra Kumar Asst. Bridge Engineer09.12.11/


9 Mr. Dhan Singh Horticulturist 28.09.11 Whole contract Package

1 Mr. Ram Sen Singh Manager 01.01.11 Site Office

2 Mr. S.K.Choubey Accountant 23.11.10 Site Office

3 Mr. Shravan Kr. Computer Operator 20.06.11 Site Office

4 Mr. Deepak Kumar Steno 03.04.12 Site Office

5 Mr. Biswajit MohantyPhoto Copy Machine

Operator01.07.13 Site Office

6 Mr. Ghuran Kumar Office boy 22.04.14 Site Office

7 Mr.Shanker Pandit Guard 01.12.12 Site Office

8 Mr. Sanjay Kumar Guard 07.01.11 Site Office

Four Laning of Hajipur-Muzaffarpur Section of N.H- 77 from Km. 0.000 to Km. 46.300 and construction of 16.87 kms New Bypass connecting NH- 28 of East West Corridor at

Km. 515.045 in the State of Bihar under (NHDP Phase-III) on BOT(Annuity) Basis

( c) Sub Professional:

(d) Support Staff:

Deployment of Independent Consultant's Site Staff

(a) Expatriate:

(b) Key Professional:

Not included in

(EOT) Extention Of

Time proposed by

NHAI



20

Four Laning of Hajipur-Muzaffarpur Section of NH-77(Km. 0+000 to Km. 46+300 and 16.87 Kms. Of New Bypass Connecting NH-28)

Mr. R. P. SinghRegional Officer, (Patna)

Mr. Ram Kumar YadavProject Director, NHAI

Mr. R.S.MorelosTeam Leader

Independent Consultant (IC), ICT

Sr. Pavement SpecialistVacant

Road Safety ExpertDr. P.K Sikdar

HTMS/Toll ExpertAshwani Kumar

Sr. Bridge Design Engr.Mr. R.N.Goel

AccountantMr. S.K.Choubey

Sr. Quality/ Material ExpertMr. Mr. R.E.P. Sharma

Bridge/Structural EngineerMr. S.P.Singh

Resident cum Highway EngineerVacant

StenoMr. Deepak Kr.

Computer OperatorMr. Shravan Kr.

AQMEGuddu Kumar

AHEMr. Ashok Kumar

ABEVacant

CAD ExpertMr. Vasu A. Sharma

Electrical EngineerAdhir Kumar Pani

Environmental EngineerMr. Sujeet Kumar

Survey EngineerMr. Dinesh Kumar

PROJECTORGANIZATION CHART

AS ON OCTOBER 2015

Traffic andTransportation ExpertMr. R. K. Makhija

Highway Design Engr.Mr. Rajiv Singla

HorticulturistVacant

Financial ExpertMr. Amitava Basu

Legal ExpertR.O.Chhabra

Admin. ManagerMr. Ram Sen Singh

Mr. N.K. SinhaEngineer,

ICT Pvt. Ltd.

Assistant (Helper)(04 Nos.)

Mr. Amit Kumar OjhaManager Tech., NHAI

Bituminous Concrete

Dense Bituminous Macadum

Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Strip Chart

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00

6.0

00

6.1

00

6.2

00

6.3

00

6.4

00

6.5

00

6.6

00

6.7

00

6.8

00

6.9

00

7.0

00

7.1

00

7.2

00

7.3

00

7.4

00

7.5

00

7.6

00

7.7

00

7.8

00

7.9

00

8.0

00

8.1

00

8.2

00

8.3

00

8.4

00

8.5

00

8.6

00

8.7

00

8.8

00

8.9

00

9.0

00

9.1

00

9.2

00

9.3

00

9.4

00

9.5

00

9.6

00

9.7

00

9.8

00

9.9

00

10.0

00

Bituminous Concrete


Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Bituminous Concrete


Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Strip Chart

0.1

00

0.2

00

0.3

00

0.4

00

0.5

00

0.6

00

0.7

00

0.8

00

0.9

00

1.0

00

1.1

00

1.2

00

1.3

00

1.4

00

1.5

00

1.6

00

1.7

00

1.8

00

1.9

00

2.0

00

2.1

00

2.2

00

2.3

00

2.4

00

2.5

00

2.6

00

2.7

00

2.8

00

2.9

00

3.0

00

3.1

00

3.2

00

3.3

00

3.4

00

3.5

00

3.6

00

3.7

00

3.8

00

3.9

00

4.0

00

4.1

00

4.2

00

4.3

00

4.4

00

4.5

00

4.6

00

4.7

00

4.8

00

4.9

00

5.0

00

5.1

00

5.2

00

5.3

00

5.4

00

5.5

00

5.6

00

5.7

00

5.8

00

5.9

00

6.0

00

6.1

00

6.2

00

6.3

00

6.4

00

6.5

00

6.6

00

6.7

00

6.8

00

6.9

00

7.0

00

7.1

00

7.2

00

7.3

00

7.4

00

7.5

00

7.6

00

7.7

00

7.8

00

7.9

00

8.0

00

8.1

00

8.2

00

8.3

00

8.4

00

8.5

00

8.6

00

8.7

00

8.8

00

8.9

00

9.0

00

9.1

00

9.2

00

9.3

00

9.4

00

9.5

00

9.6

00

9.7

00

9.8

00

9.9

00

10.0

00

Bituminous Concrete


Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Serv

ice R

oad

0.0

00

Main

Carr

iag

ew

ay

Km. 00+000 To 10+000 (LHS)

PAVEMENT PROGRESS CHART

3

10

.00

0

Main

Carr

iag

ew

ay

Km. 00+000 To 10+000 (RHS)Progress

Serv

ice R

oad

Section - I (Km. 00+000 To 46+300)


Bituminous Concrete


Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Strip Chart

10.1

00

10.2

00

10.3

00

10.4

00

10.5

00

10.6

00

10.7

00

10.8

00

10.9

00

11.0

00

11.1

00

11.2

00

11.3

00

11.4

00

11.5

00

11.6

00

11.7

00

11.8

00

11.9

00

12.0

00

12.1

00

12.2

00

12.3

00

12.4

00

12.5

00

12.6

00

12.7

00

12.8

00

12.9

00

13.0

00

13.1

00

13.2

00

13.3

00

13.4

00

13.5

00

13.6

00

13.7

00

13.8

00

13.9

00

14.0

00

14.1

00

14.2

00

14.3

00

14.4

00

14.5

00

14.6

00

14.7

00

14.8

00

14.9

00

15.0

00

15.1

00

15.2

00

15.3

00

15.4

00

15.5

00

15.6

00

15.7

00

15.8

00

15.9

00

16.0

00

16.1

00

16.2

00

16.3

00

16.4

00

16.5

00

16.6

00

16.7

00

16.8

00

16.9

00

17.0

00

17.1

00

17.2

00

17.3

00

17.4

00

17.5

00

17.6

00

17.7

00

17.8

00

17.9

00

18.0

00

18.1

00

18.2

00

18.3

00

18.4

00

18.5

00

18.6

00

18.7

00

18.8

00

18.9

00

19.0

00

19.1

00

19.2

00

19.3

00

19.4

00

19.5

00

19.6

00

19.7

00

19.8

00

19.9

00

20.0

00

Bituminous Concrete


Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Bituminous Concrete


Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Strip Chart

10.1

00

10.2

00

10.3

00

10.4

00

10.5

00

10.6

00

10.7

00

10.8

00

10.9

00

11.0

00

11.1

00

11.2

00

11.3

00

11.4

00

11.5

00

11.6

00

11.7

00

11.8

00

11.9

00

12.0

00

12.1

00

12.2

00

12.3

00

12.4

00

12.5

00

12.6

00

12.7

00

12.8

00

12.9

00

13.0

00

13.1

00

13.2

00

13.3

00

13.4

00

13.5

00

13.6

00

13.7

00

13.8

00

13.9

00

14.0

00

14.1

00

14.2

00

14.3

00

14.4

00

14.5

00

14.6

00

14.7

00

14.8

00

14.9

00

15.0

00

15.1

00

15.2

00

15.3

00

15.4

00

15.5

00

15.6

00

15.7

00

15.8

00

15.9

00

16.0

00

16.1

00

16.2

00

16.3

00

16.4

00

16.5

00

16.6

00

16.7

00

16.8

00

16.9

00

17.0

00

17.1

00

17.2

00

17.3

00

17.4

00

17.5

00

17.6

00

17.7

00

17.8

00

17.9

00

18.0

00

18.1

00

18.2

00

18.3

00

18.4

00

18.5

00

18.6

00

18.7

00

18.8

00

18.9

00

19.0

00

19.1

00

19.2

00

19.3

00

19.4

00

19.5

00

19.6

00

19.7

00

19.8

00

19.9

00

20.0

00

Bituminous Concrete


Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Section - I (Km. 00+000 To 46+300)

Serv

ice R

oad

10.0

00


Km. 10+000 To 20+000 (LHS)

PQC

Progress

Km. 10+000 To 20+000 (RHS)

Main

Carr

iag

ew

ay

Serv

ice R

oad

10.0

00

Main

Carr

iag

ew

ay

PQC


Bituminous Concrete

Dense Bituminous

Macadum

Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Strip Chart

20

.10

0

20

.20

0

20

.30

0

20

.40

0

20

.50

0

20

.60

0

20

.70

0

20

.80

0

20

.90

0

21

.00

0

21

.10

0

21

.20

0

21

.30

0

21

.40

0

21

.50

0

21

.60

0

21

.70

0

21

.80

0

21

.90

0

22

.00

0

22

.10

0

22

.20

0

22

.30

0

22

.40

0

22

.50

0

22

.60

0

22

.70

0

22

.80

0

22

.90

0

23

.00

0

23

.10

0

23

.20

0

23

.30

0

23

.40

0

23

.50

0

23

.60

0

23

.70

0

23

.80

0

23

.90

0

24

.00

0

24

.10

0

24

.20

0

24

.30

0

24

.40

0

24

.50

0

24

.60

0

24

.70

0

24

.80

0

24

.90

0

25

.00

0

25

.10

0

25

.20

0

25

.30

0

25

.40

0

25

.50

0

25

.60

0

25

.70

0

25

.80

0

25

.90

0

26

.00

0

26

.10

0

26

.20

0

26

.30

0

26

.40

0

26

.50

0

26

.60

0

26

.70

0

26

.80

0

26

.90

0

27

.00

0

27

.10

0

27

.20

0

27

.30

0

27

.40

0

27

.50

0

27

.60

0

27

.70

0

27

.80

0

27

.90

0

28

.00

0

28

.10

0

28

.20

0

28

.30

0

28

.40

0

28

.50

0

28

.60

0

28

.70

0

28

.80

0

28

.90

0

29

.00

0

29

.10

0

29

.20

0

29

.30

0

29

.40

0

29

.50

0

29

.60

0

29

.70

0

29

.80

0

29

.90

0

30

.00

0

30

.10

0

30

.20

0

30

.30

0

30

.40

0

30

.50

0

30

.60

0

30

.70

0

30

.80

0

30

.90

0

31

.00

0

Bituminous Concrete

Dense Bituminous

Macadum

Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Bituminous Concrete

Dense Bituminous

Macadum

Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Strip Chart

20

.10

0

20

.20

0

20

.30

0

20

.40

0

20

.50

0

20

.60

0

20

.70

0

20

.80

0

20

.90

0

21

.00

0

21

.10

0

21

.20

0

21

.30

0

21

.40

0

21

.50

0

21

.60

0

21

.70

0

21

.80

0

21

.90

0

22

.00

0

22

.10

0

22

.20

0

22

.30

0

22

.40

0

22

.50

0

22

.60

0

22

.70

0

22

.80

0

22

.90

0

23

.00

0

23

.10

0

23

.20

0

23

.30

0

23

.40

0

23

.50

0

23

.60

0

23

.70

0

23

.80

0

23

.90

0

24

.00

0

24

.10

0

24

.20

0

24

.30

0

24

.40

0

24

.50

0

24

.60

0

24

.70

0

24

.80

0

24

.90

0

25

.00

0

25

.10

0

25

.20

0

25

.30

0

25

.40

0

25

.50

0

25

.60

0

25

.70

0

25

.80

0

25

.90

0

26

.00

0

26

.10

0

26

.20

0

26

.30

0

26

.40

0

26

.50

0

26

.60

0

26

.70

0

26

.80

0

26

.90

0

27

.00

0

27

.10

0

27

.20

0

27

.30

0

27

.40

0

27

.50

0

27

.60

0

27

.70

0

27

.80

0

27

.90

0

28

.00

0

28

.10

0

28

.20

0

28

.30

0

28

.40

0

28

.50

0

28

.60

0

28

.70

0

28

.80

0

28

.90

0

29

.00

0

29

.10

0

29

.20

0

29

.30

0

29

.40

0

29

.50

0

29

.60

0

29

.70

0

29

.80

0

29

.90

0

30

.00

0

30

.10

0

30

.20

0

30

.30

0

30

.40

0

30

.50

0

30

.60

0

30

.70

0

30

.80

0

30

.90

0

31

.00

0

Bituminous Concrete

Dense Bituminous

Macadum

Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Section - I (Km. 00+000 To 46+300)

Km. 20.000 To 31+100 (LHS)

Km. 20.000 To 31+100 (RHS)

Ma

in C

arr

iag

ew

ay

Progress


Se

rvic

e R

oa

dS

erv

ice

Ro

ad

20

.00

02

0.0

00

Ma

in C

arr

iag

ew

ay


Bituminous Concrete

Dense Bituminous

Macadum

Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Strip Chart

31.1

00

31.2

00

31.3

00

31.4

00

31.5

00

31.6

00

31.7

00

31.8

00

31.9

00

32.0

00

32.1

00

32.2

00

32.3

00

32.4

00

32.5

00

32.6

00

32.7

00

32.8

00

32.9

00

33.0

00

33.1

00

33.2

00

33.3

00

33.4

00

33.5

00

33.6

00

33.7

00

33.8

00

33.9

00

34.0

00

34.1

00

34.2

00

34.3

00

34.4

00

34.5

00

34.6

00

34.7

00

34.8

00

34.9

00

35.0

00

35.1

00

35.2

00

35.3

00

35.4

00

35.5

00

35.6

00

35.7

00

35.8

00

35.9

00

36.0

00

36.1

00

36.2

00

36.3

00

36.4

00

36.5

00

36.6

00

36.7

00

36.8

00

36.9

00

37.0

00

37.1

00

37.2

00

37.3

00

37.4

00

37.5

00

37.6

00

37.7

00

37.8

00

37.9

00

38.0

00

38.1

00

38.2

00

38.3

00

38.4

00

38.5

00

38.6

00

38.7

00

38.8

00

38.9

00

39.0

00

39.1

00

39.2

00

39.3

00

39.4

00

39.5

00

39.6

00

39.7

00

39.8

00

39.9

00

40.0

00

40.1

00

40.2

00

40.3

00

40.4

00

40.5

00

40.6

00

40.7

00

40.8

00

40.9

00

41.0

00

Bituminous Concrete

Dense Bituminous

Macadum

Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Bituminous Concrete

Dense Bituminous

Macadum

Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Strip Chart

31.1

00

31.2

00

31.3

00

31.4

00

31.5

00

31.6

00

31.7

00

31.8

00

31.9

00

32.0

00

32.1

00

32.2

00

32.3

00

32.4

00

32.5

00

32.6

00

32.7

00

32.8

00

32.9

00

33.0

00

33.1

00

33.2

00

33.3

00

33.4

00

33.5

00

33.6

00

33.7

00

33.8

00

33.9

00

34.0

00

34.1

00

34.2

00

34.3

00

34.4

00

34.5

00

34.6

00

34.7

00

34.8

00

34.9

00

35.0

00

35.1

00

35.2

00

35.3

00

35.4

00

35.5

00

35.6

00

35.7

00

35.8

00

35.9

00

36.0

00

36.1

00

36.2

00

36.3

00

36.4

00

36.5

00

36.6

00

36.7

00

36.8

00

36.9

00

37.0

00

37.1

00

37.2

00

37.3

00

37.4

00

37.5

00

37.6

00

37.7

00

37.8

00

37.9

00

38.0

00

38.1

00

38.2

00

38.3

00

38.4

00

38.5

00

38.6

00

38.7

00

38.8

00

38.9

00

39.0

00

39.1

00

39.2

00

39.3

00

39.4

00

39.5

00

39.6

00

39.7

00

39.8

00

39.9

00

40.0

00

40.1

00

40.2

00

40.3

00

40.4

00

40.5

00

40.6

00

40.7

00

40.8

00

40.9

00

41.0

00

Bituminous Concrete

Dense Bituminous

Macadum

Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing


Section - II (Km. 31+000 To 46+300)S

erv

ice

Ro

ad

31

.00

0

Ma

in C

arr

iag

ew

ay

Work in progress

Km. 31+000 To 41+000 (LHS)

Se

rvic

e R

oa

d

31

.00

0

Ma

in C

arr

iag

ew

ay

Km. 31+000 To 41+000 (RHS)


Bituminous Concrete

Dense Bituminous

Macadum

Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Strip Chart

41

.10

0

41

.20

0

41

.30

0

41

.40

0

41

.50

0

41

.60

0

41

.70

0

41

.80

0

41

.90

0

42

.00

0

42

.10

0

42

.20

0

42

.30

0

42

.40

0

42

.50

0

42

.60

0

42

.70

0

42

.80

0

42

.90

0

43

.00

0

43

.10

0

43

.20

0

43

.30

0

43

.40

0

43

.50

0

43

.60

0

43

.70

0

43

.80

0

43

.90

0

44

.00

0

44

.10

0

44

.20

0

44

.30

0

44

.40

0

44

.50

0

44

.60

0

44

.70

0

44

.80

0

44

.90

0

45

.00

0

45

.10

0

45

.20

0

45

.30

0

45

.40

0

45

.50

0

45

.60

0

45

.70

0

45

.80

0

45

.90

0

46

.00

0

46

.10

0

46

.20

0

46

.30

0

Bituminous Concrete

Dense Bituminous

Macadum `

Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Bituminous Concrete

Dense Bituminous

Macadum

Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Strip Chart

41

.10

0

41

.20

0

41

.30

0

41

.40

0

41

.50

0

41

.60

0

41

.70

0

41

.80

0

41

.90

0

42

.00

0

42

.10

0

42

.20

0

42

.30

0

42

.40

0

42

.50

0

42

.60

0

42

.70

0

42

.80

0

42

.90

0

43

.00

0

43

.10

0

43

.20

0

43

.30

0

43

.40

0

43

.50

0

43

.60

0

43

.70

0

43

.80

0

43

.90

0

44

.00

0

44

.10

0

44

.20

0

44

.30

0

44

.40

0

44

.50

0

44

.60

0

44

.70

0

44

.80

0

44

.90

0

45

.00

0

45

.10

0

45

.20

0

45

.30

0

45

.40

0

45

.50

0

45

.60

0

45

.70

0

45

.80

0

45

.90

0

46

.00

0

46

.10

0

46

.20

0

46

.30

0

Bituminous Concrete

Dense Bituminous

Macadum

Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

PAVEMENT PROGRESS CHARTSection - II (Km. 41+100 To 46+300)

Se

rvic

e R

oa

dM

ain

Ca

rria

ge

wa

y

41

.00

0

Km. 41+000 To 46+300 (LHS)

Se

rvic

e R

oa

dM

ain

Ca

rria

ge

wa

y

41

.00

0

Km. 41+000 To 46+300 (RHS)Progress


Bituminous Concrete


Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Strip Chart

0.1

00

0.2

00

0.3

00

0.4

00

0.5

00

0.6

00

0.7

00

0.8

00

0.9

00

1.0

00

1.1

00

1.2

00

1.3

00

1.4

00

1.5

00

1.6

00

1.7

00

1.8

00

1.9

00

2.0

00

2.1

00

2.2

00

2.3

00

2.4

00

2.5

00

2.6

00

2.7

00

2.8

00

2.9

00

3.0

00

3.1

00

3.2

00

3.3

00

3.4

00

3.5

00

3.6

00

3.7

00

3.8

00

3.9

00

4.0

00

4.1

00

4.2

00

4.3

00

4.4

00

4.5

00

4.6

00

4.7

00

4.8

00

4.9

00

5.0

00

5.1

00

5.2

00

5.3

00

5.4

00

5.5

00

5.6

00

5.7

00

5.8

00

5.9

00

6.0

00

6.1

00

6.2

00

6.3

00

6.4

00

6.5

00

6.6

00

6.7

00

6.8

00

6.9

00

7.0

00

7.1

00

7.2

00

7.3

00

7.4

00

7.5

00

7.6

00

7.7

00

7.8

00

7.9

00

8.0

00

8.1

00

8.2

00

8.3

00

8.4

00

8.5

00

8.6

00

8.7

00

8.8

00

8.9

00

9.0

00

9.1

00

9.2

00

9.3

00

9.4

00

9.5

00

9.6

00

9.7

00

9.8

00

9.9

00

10

.00

0

Bituminous Concrete


Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Bituminous Concrete


Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Strip Chart

0.1

00

0.2

00

0.3

00

0.4

00

0.5

00

0.6

00

0.7

00

0.8

00

0.9

00

1.0

00

1.1

00

1.2

00

1.3

00

1.4

00

1.5

00

1.6

00

1.7

00

1.8

00

1.9

00

2.0

00

2.1

00

2.2

00

2.3

00

2.4

00

2.5

00

2.6

00

2.7

00

2.8

00

2.9

00

3.0

00

3.1

00

3.2

00

3.3

00

3.4

00

3.5

00

3.6

00

3.7

00

3.8

00

3.9

00

4.0

00

4.1

00

4.2

00

4.3

00

4.4

00

4.5

00

4.6

00

4.7

00

4.8

00

4.9

00

5.0

00

5.1

00

5.2

00

5.3

00

5.4

00

5.5

00

5.6

00

5.7

00

5.8

00

5.9

00

6.0

00

6.1

00

6.2

00

6.3

00

6.4

00

6.5

00

6.6

00

6.7

00

6.8

00

6.9

00

7.0

00

7.1

00

7.2

00

7.3

00

7.4

00

7.5

00

7.6

00

7.7

00

7.8

00

7.9

00

8.0

00

8.1

00

8.2

00

8.3

00

8.4

00

8.5

00

8.6

00

8.7

00

8.8

00

8.9

00

9.0

00

9.1

00

9.2

00

9.3

00

9.4

00

9.5

00

9.6

00

9.7

00

9.8

00

9.9

00

10

.00

0

Bituminous Concrete


Wet Mix Macaduam

Granular Sub Base `

Subgrade

Embankment

Clearing & Grabing

Km. 00+000 To 10+000 (LHS)

Serv

ice R

oad

0.0

00

Ma

in C

arr

iag

ew

ay

Km. 00+000 To 10+000 (RHS)

PAVEMENT PROGRESS CHARTBypass - (Km.0+000 To 16+800)

Serv

ice R

oad

Main

Carr

iag

ew

ay


Bituminous Concrete

Dense Bituminous

Macadum

Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Strip Chart

10

.10

0

10

.20

0

10

.30

0

10

.40

0

10

.50

0

10

.60

0

10

.70

0

10

.80

0

10

.90

0

11

.00

0

11

.10

0

11

.20

0

11

.30

0

11

.40

0

11

.50

0

11

.60

0

11

.70

0

11

.80

0

11

.90

0

12

.00

0

12

.10

0

12

.20

0

12

.30

0

12

.40

0

12

.50

0

12

.60

0

12

.70

0

12

.80

0

12

.90

0

13

.00

0

13

.10

0

13

.20

0

13

.30

0

13

.40

0

13

.50

0

13

.60

0

13

.70

0

13

.80

0

13

.90

0

14

.00

0

14

.10

0

14

.20

0

14

.30

0

14

.40

0

14

.50

0

14

.60

0

14

.70

0

14

.80

0

14

.90

0

15

.00

0

15

.10

0

15

.20

0

15

.30

0

15

.40

0

15

.50

0

15

.60

0

15

.70

0

15

.80

0

15

.90

0

16

.00

0

16

.10

0

16

.20

0

16

.30

0

16

.40

0

16

.50

0

16

.60

0

16

.70

0

16

.80

0

Bituminous Concrete

Dense Bituminous

Macadum

Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Bituminous Concrete

Dense Bituminous

Macadum

Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing

Strip Chart

10

.10

0

10

.20

0

10

.30

0

10

.40

0

10

.50

0

10

.60

0

10

.70

0

10

.80

0

10

.90

0

11

.00

0

11

.10

0

11

.20

0

11

.30

0

11

.40

0

11

.50

0

11

.60

0

11

.70

0

11

.80

0

11

.90

0

12

.00

0

12

.10

0

12

.20

0

12

.30

0

12

.40

0

12

.50

0

12

.60

0

12

.70

0

12

.80

0

12

.90

0

13

.00

0

13

.10

0

13

.20

0

13

.30

0

13

.40

0

13

.50

0

13

.60

0

13

.70

0

13

.80

0

13

.90

0

14

.00

0

14

.10

0

14

.20

0

14

.30

0

14

.40

0

14

.50

0

14

.60

0

14

.70

0

14

.80

0

14

.90

0

15

.00

0

15

.10

0

15

.20

0

15

.30

0

15

.40

0

15

.50

0

15

.60

0

15

.70

0

15

.80

0

15

.90

0

16

.00

0

16

.10

0

16

.20

0

16

.30

0

16

.40

0

16

.50

0

16

.60

0

16

.70

0

16

.80

0

Bituminous Concrete

Dense Bituminous

Macadum

Wet Mix Macaduam

Granular Sub Base

Subgrade

Embankment

Clearing & Grabing6

Km. 10+000 to 16+800 (RHS)Work in progress

Km. 10+000 to 16+800 (LHS)

Se

rvic

e R

oa

d

10

.00

0

Ma

in C

arr

iag

ew

ay


Bypass (Km. 10+100 To 16+800)

Se

rvic

e R

oa

d

10

.00

0

Ma

in C

arr

iag

ew

ay


Excavation PCC RAFT WALL DECK SLABRETURN

WALLRemarks Excavation PCC RAFT WALL DECK SLAB

RETURN WALL

Remarks

1 1+537 Box Culvert 1x3x3 Reconstruction .

2 4+065 Box Culvert 1x2x2 New Construction



5 9+356 Box Culvert 1x3x3 Reconstruction



8 12+797 Box Culvert 1x2x2 Reconstruction LR


























STATUS OF BOX- CULVERTS UPTO NOVEMBER 2015 Sl. No. Chainage Type

Size of Culvert

DescriptionLHS RHS

Completed Activities

Not Started

Monthly Inspection Report (November - 2015) 28-29

Excavation PCC RAFT WALL DECK SLABRETURN

WALLRemarks Excavation PCC RAFT WALL DECK SLAB

RETURN WALL

Remarks

STATUS OF BOX- CULVERTS UPTO NOVEMBER 2015 Sl. No. Chainage Type

Size of Culvert

DescriptionLHS RHS








41 7+135 Box Culvert 1x3x3 New Construction Sze Modified


43 8+903 Box Culvert 1x3x3 New Construction Under RE wall Under RE wall






4911+500 (COS)

Box Culvert 1x3x3 Extra New

Construction

5014+725 (COS)


Construction

5115+700 (COS)


Construction

5213+910 (COS)

Box CulvertA2 side not

started


Not Started

Not Started

Bypass

Monthly Inspection Report (November - 2015) 28-29

PCC RAFT WALL DECK SLAB Remarks PCC RAFT WALL DECK SLAB Remarks

Section-1

1 0+820 (Dighi) VUP (BOX) 1x10x5.5New

ConstructionComp Comp Comp Comp Started the work

210+270 (Sarai) VUP (BOX) 1x10x5.5

New

Construction

3

18+276.00

(Bhagwanpur)VUP (BOX) 1x10x5.5

New

ConstructionComp Comp Comp Comp

Lighting

arrangement not

completed. Service

Road, Drain not

completed

Comp Comp Comp. Comp

Lighting arrangement

not completed.

Service Road, Drain

not completed

Section-2

1

28+293

(Goraul)VUP(Box) 1x10x5.5

New


Lighting

arrangement not

completed. Service

Road, Drain not

completed

Comp Comp Comp. Comp.

Lighting arrangement

not completed. Service

Road, Drain not

complete. C/B work

completed

2

33+796 (Ballia) VUP(Box) 1x10x5.5New

ConstructionComp Comp Comp Comp.

C/B work

completed,

Lighting

arrangement not

completed

Comp Comp. Comp. Comp.

C/B work

completed, Lighting

arrangement not

completed

Bypass

1 12+025 VUP(Box) 1x10x5.5

New


Friction slab, RE

wall work in

progress,

Comp Comp Comp. Comp.

Friction slab, RE

wall work in

progress

1

39+910 (Turki) VUP(Box) 10X5.5New


C/B work

completed,

Lighting

arrangement not

completed

Comp Comp Comp Comp

Lighting

arrangement not

completed, Service

road and drain is to

be completed


COS (Turki)

Sl. No. Chainage Type Size Description

STATUS OF VUP's UPTO NOVEMBER - 2015

LHS RHS


Initial Test

Pile

Casting

Test

Conducted

No. of Piles

Required

Pile

CastPile Cap Pier Pier Cap Abutment Abutment Cap Deck Slab Remarks

Initial Test

Pile

Casting

Test

Conduct

ed

No. of

Piles

Required

Pile Cast Pile Cap Pier Pier Cap Abutment Abutment

Cap

Deck

SlabRemarks

1 24 + 527.264 Major Bridge 3x20 Reconstruction CompletedInitial

Conducted32 Comp Comp Comp. Comp. Comp. Comp. Comp. 32 32 Comp Comp. Comp. Comp. Cap done Comp.

1 0+450 ROB1x14.16+1x

25+1x20New Construction Completed

Initial

Conducted20

A2 - 4/4 A1- 4/4 P1-2/6

P2-6/6

A1,A2,P2

compP2 Comp. P2 Comp. A1,A2 comp Comp. P1 Piling in progress 20

A2 - 4/4 A1- 4/4 P1-

3/6 P2-6/6P2 Comp. P2 Comp, Comp. Comp. A2 Comp.

2 6+157 ROB

1x27+1x

40.724+1x

33.081+1x

27+1x30

New Construction CompletedInitial, Routine

Conducted44

A1=6/6,

A2=6/6,P1=10/10,P

2=10/10,P3=6/6,P4

=6/6,All comp.

A1, A2,

P1,P2, P3 &

P4 Comp

P1,P2, P3

& P4

Comp

P1,P2, P3

& P4

Comp

A1,A2 comp A1,A2 comp(P3-P4) (A2-

P4) 2/5 slabs

comp.

Pedestal correction &

modification in girders

going on according to

new superceded GAD

44

A1=6/6,

A2=6/6,P1=10/10

,P2=10/10,P3=11

/11,P4=6/6,

A1, A2, P1,P2,

P3 & P4 Comp

P1,P2, P3 &

P4 Comp

P1,P2, P3 &

P4 CompA1,A2 comp

A1,A2

comp

A1-P1, A2-

P4

(2/5slab)co

mp.

launching of

composite

steeel girder

going on

315+429

(Bypass)ROB

34.4+35x2+

34.4New Construction Completed 39

A1=6/6, P1, P2,

P3=9/9, A2=6/6

A1, A2, P1,P2

Comp.

A1, A2, 3rd

lift39

A1=6/6, P1, P2,

P3=9/9, A2=6/6

A1,A2,P1, P3

Comp.,

A1,A2,P3

upto 4th lift

18+531

(BYPASS)FLYOVER 1x24 New Construction Completed

Initial

Conducted20 Comp. Comp. N/A N/A Comp. Comp. 20 Comp. A1, A2 Comp. N/A N/A Comp Comp

Work in

progress for cast-

in situ RCC

girder R/S,

bearing fixing in

prog.

1 2+437 Minor Bridge 1x20 Reconstruction CompletedInitial, Routine

Conducted24 Comp. Comp N/A N/A comp. comp. comp. 24 Comp. Comp. N/A N/A comp. comp. comp.

2 6+525 Minor Bridge 1x16 Reconstruction 16 Comp. Comp N/A N/A Comp. Comp. Comp. Comp. 16 Comp. Comp. N/A N/A comp. comp comp

3 15+149. Minor Bridge 1x20 ReconstructionInitial

Conducted24 Comp Comp N/A N/A Comp. Comp. Comp. Comp. Comp. 24 Comp. comp N/A N/A comp. comp comp

4 30+827 Minor Bridge 2x20 New Construction CompletedInitial

Conducted36 Comp. Comp Comp Comp Comp Comp Comp 36 Comp. Comp. Comp. Comp. Comp. Comp. comp

5 31+189 Minor Bridge 1x16 Reconstruction CompletedInitial

Conducted24 Comp. Comp N/A N/A Comp Comp Comp 24 Comp. Comp. N/A N/A Comp. Comp. comp


Conducted36 Comp. Comp N/A N/A Comp Comp Comp 36 Comp. Comp. N/A N/A comp Comp. comp


Conducted32 Comp. Comp N/A N/A Comp Comp Comp 32 Comp. Comp. N/A N/A comp comp comp

8 37+515 Minor Bridge 2x18 Reconstruction N/AInitial

ConductedN/A Comp Comp 40 Comp. Comp. comp comp comp comp comp


Conducted24 Comp. Comp. N/A N/A Comp Comp Comp 24 Comp. Comp. N/A N/A comp comp comp

10 42+899 Minor Bridge 1x20 ReconstructionRoutine

Conducted24 Comp. Comp N/A N/A Comp Comp Comp Comp 24 Comp. Comp. N/A N/A comp comp comp

11 43+045 Minor Bridge 7.5x 2 Reconstruction N/A N/A N/A Box cell N/A N/A Box cell

12 43+445 Minor Bridge 7.5x 2 Reconstruction N/A N/A N/A Box cell N/A N/A Box cell

13 45+310 Minor Bridge 1 x20 Reconstruction CompletedInitial,

Conducted24 Comp. Comp. N/A N/A Comp Comp Comp

Approach Slab Expansion

Joint balance24 Comp. Comp. N/A N/A COMP COMP comp

Mastic asphalt

& rain spot

balance.

14 45+800 Minor Bridge 1 x20 ReconstructionRout.

Conducted 32 Comp. Comp. N/A N/A Comp Comp Comp

Approach Slab Expansion

Joint balance32 Comp. Comp. N/A N/A COMP COMP comp Mastic Balance

15 0+313 Minor Bridge 2x18 New Construction

16 0+464 Minor Bridge 2x18 New Construction

17 10+760 Minor Bridge 1x16 New Construction Comp.Initial

Conducted16 Comp. Comp. N/A N/A Comp Comp Comp Expension joint balance 16 Comp. Comp. N/A N/A Comp. Comp. Comp.

Expension joint

balance

18 14+177 Minor Bridge 2 x 25 New Construction Comp.Initial

Conducted46 Comp. Comp. P1 Balance Comp Comp 44

A1= 20/20,

A2=19/20 P1=3/6

A1 comp. P1

balanceA1 Comp A1 Comp

N/A

Note : RE wall works in approaches at ROB-II in progress.

STATUS OF BRIDGES UPTO NOVEMBER - 2015

Sl.

No.Chainage Type Size Description

LHS RHS

Completed.


STATUS OF FLYOVER/GRADE SEPERATOR

STATUS OF MAJOR BRIDGE

STATUS OF MINOR BRIDGES

Not Applicable

STATUS OF ROB's

Not started Not started

Not started Not started

Bypass

Completed

Completed

Existing Retained

Completed.


Four Laning of Hajipur-Muzaffarpur Section of N.H- 77 from Km. 0.000 to Km. 46.300 and construction of 16.87 kms New Bypassconnecting NH- 28 of East West Corridor at Km. 515.045 in the State of Bihar under (NHDP Phase-III) on BOT(Annuity) Basis

Monthly Inspection Report (November - 2015)32

4.

QUALITY OF WORKS

(i) PROGRESS REVIEW AND CONSTRUCTION ACTIVITIESRoad Works

Concreting of Crash Barrier at 6+700 – 6+780. Ongoing earthwork at Sarai service road and demolition/removal of debris and structures

(buildings). Subgrade and GSB placing at 6+535 to 6+780 approaches (Muzaffarpur side). Granular fill and filter media in progress at ch. 5+930 to 6+187.79 (BHS) WMM work done at ch. 6+538 to 6+570 (BHS). DBM work done at ch. 6+640 to 6+810 (LHS), 6+640 to 6+720 (RHS). Kerb work done at ch. 6+650 to 6+810 (RHS) 6+650 to 6+800 (LHS).

Structure Works

Activities for ROB-2 is going on as well as in RE walls works in approaches since 25.04.2015

Launching of composite steel girders in progress at ROB-II. Blockage applied.

PUP at ROB-I Muzaffarpur started at 0+820.

(ii) STATUS OF FIELD LABORATORIESThe Concessionaire had constructed field laboratories at km. 9+400 at Sarai and km. 34+600 at Kamtaul.At present the Bypass laboratory is closed and only Kamtaul laboratory is operational.

(iii) STATUS OF SITE CAMPSAt present, the concessionaire is holding their offices in Kamtaul camp at ch. 34+600. TheConcessionaire is obtaining their Concrete, Asphalt, WMM mix at Kamtaul camp.

(iv) STATUS OF MATERIAL SOURCE APPROVAL.

Status of Material Source Approval up to November – 2015Month No. of MSA

SubmittalsNo. of MSAReviewed

No. of pending withConcessionaire for

compliance ofobservations

Remarks

November 2010 0 0 0

December 2010 0 0 0

January 2011 0 0 0

February 2011 05 05 0

March 2011 08 08 0

April 2011 01 01 0

May 2011 02 02 0

June 2011 04 04 0

July 2011 02 02 0



August 2011 06 06 -

September 2011 03 03 -October 2011 0 0 -

November 2011 0 0 -

December 2011 4 4 -

January 2012 2 2 0

February 2012 1 1

March 2012 0 0 0

April 2012 0 0 0

May 2012 1 1 0

June 2012 2 2 0

July 2012 0 0 0

August 2012 0 0 0


October 2012 0 0 0

November 2012 4 4 0

December 2012 0 0 0

January2013 1 1 0

February 2013 0 0 0

March 2013 0 0 0

April 2013 0 0 0

May 2013 0 0 0

June 2013 0 0 0

July 2013 1 1 0

August 2013 0 0 0


October 2013 0 0 0

November 2013 0 0 0

December 2013 0 0 0

January 2014 0 0 0

February 2014 0 0 0

March 2014 0 0 0

April 2014 0 0 0

May 2014 0 0 0

June 2014 0 0 0

July 2014 0 0 0


October 2014 0 0 0

November 2014 0 0 0

December 2014 0 0 0

January 2015 0 0 0



February 2015 0 0 0

March 2015 0 0 0

April 2015 1 1 1

Subjected to IC letterno. ICT/102/NH-

77/PHPL/TL/2015/2888dated 15.06.2015

May 2015 0 0 0

June 2015 0 0 0

July 2015 0 0 0

August 2015 0 0 0


October 2015 1 1 0 Dated 12.10.2015

November 2015 0 0 0

Total 48 48 01

Note:- With Comments return and pending.

Material Source Approval Log.SL Material Ref. no. Revision Submitted

byDate Remarks

Submittal Approval1

Aggregates (Nawada &Manpur Quary)

139340

PHPL

14.03.201122.06.2011

15.03.201129.06.2011

Reviewed.

2Fine Aggregate(Jehanabad River)

139340

PHPL

14.03.201122.06.2011

15.03.201129.06.2011

Reviewed.

3Cement (Ultratech OPC43 grade) & NJP

141 PHPL 14.03.2011 15.03.2011 _

4Admixture forConcrete.(SWC PvtLtd)

207 PHPL 15.03.2011 16.03.2011 _

5 Water (Borewell)140341

PHPL14.03.201122.06.2011

15.03.201129.06.2011

Reviewed.

6.(a)Reinforcement(TMT)SRMB Ltd. Durgapur,(West Bengal)

206192

PHPL15.03.201101.04.2011

16.03.201105.04.2011

Not in use.

6.(b) SAIL 206 PHPL 15.03.2011 16.03.2011 _

6.(c) TATA (TISCON)206426

PHPL15.03.201128.07.2011

15.03.201130.07.2011

Reviewed.

6(d)Shyam Steel Industriesltd. Kolkata

717869

PHPL28.01.201218.05.2012

30.01.201219.05.2012

Not in use.

7 Admixture (Hindustanchemicals Pvt. Ltd.

251 PHPL 06.05.2011 07.05.2011 _



Kolkata)

8Bitumen EmulsionSapco Bitumen Emul.,Howrah

252890

PHPL06.05.201102.06.2012

07.05.201107.06.2012

Only SapcoBitumen Emul.Howrah reviewed.

9 Itwa Quarry WMM 809 PHPL 08.02.2012 09.2.2012 Reviewed.

10Aggregates(Mathurapur Quarry(Cruser))

1157 PHPL 08.01.201317.01.13(1587)

Reviewed

11Aggregates (Pakurcruser)

1597 PHPL17.04.201526.09.201512.10.2015

Reviewed

A Field Density Tests (SRM) Freq. Pit No.

i OGL 1000 m2 1 1351 1315 36 00 00 00 1351 1315 36

ii Embankment 1000 m2 1 10959 9760 1199 20 18 02 10979 9778 1201

iii Sub grade 500 m2 1 8637 8227 410 00 00 00 8637 8227 410

iv Grannular Fill Sand with Filter media 1000 m2 1 4831 4483 348 04 03 01 4835 4486 349

v GSB 500 m2 1 5813 5490 323 14 12 02 5827 5502 325

vi WMM 500 m2 1 3275 3001 274 08 07 01 3283 3008 275

vii Shoulder 500 m2 1 2040 1902 138 00 00 00 2040 1902 138

viii Median 500 m2 1 889 787 102 00 00 00 889 787 102

v

Monthly Field Density Test (SRM) November - 2015

(HIGHWAY)

(KM 00+000 TO 46+300 and KM 00+000 TO 16+870 (Bypass))

Sr.

No.Description

Frequency of tests As per

MORT&H

Total test done up to previous Total test done in current month Total No. of tests conducted till date

Conducted Pass Fail

* Failed test was retested and passed.

Conducted Pass Fail Conducted Pass Fail


Conducted Pass Fail Conducted Pass Fail Conducted Pass Fail

1 Soil Laboratory Freq. No.

A

OGL 3000 m3 2 10 10 0 0 0 0 10 10 0

Embankment (Borrow Area) 3000 m3 2 69 69 0 0 0 0 69 69 0

Sub grade (Borrow Area) 3000 m3 2 80 80 0 0 0 0 80 80 0

Shoulder 3000 m3 2 16 16 0 0 0 0 16 16 0

Median 3000 m3 2 14 14 0 0 0 0 14 14 0

Filter Media 0 0 0 0 0 0 0 0 0

B Atterberg Limits

OGL 3000 m3 2 10 10 0 0 0 0 10 10 0



Shoulder 3000 m3 2 16 16 0 0 0 0 16 16 0

Median 3000 m3 2 14 14 0 0 0 0 14 14 0

C Grain Sieve Analysis

OGL 3000 m3 2 10 10 0 0 0 0 10 10 0



Shoulder 3000 m3 2 16 16 0 0 0 0 16 16 0

Median 3000 m3 2 14 14 0 0 0 0 14 14 0

D Free Swell Index

OGL 3000 m3 2 10 10 0 0 0 0 10 10 0



Shoulder 3000 m3 2 19 19 0 0 0 0 19 19 0

Median 3000 m3 2 15 15 0 0 0 0 15 15 0

E California Bearing Ratio


Proctor Density

As Required

Monthly Quality Control Report - November 2015

(KM 00.000 to 46+300 and Bypass (0+000 to 16+870))

Sr.

No.Description

Frequency of tests As

per MORT&H




Sr.

No.Description


per MORT&H


2 Borrow Area Soil

Proctor Density 220 220 0 0 0 0 220 220 0

Atterberg Limits 220 220 0 0 0 0 220 220 0

Grain Sieve Analysis 220 220 0 0 0 0 220 220 0

Free Swell Index 220 220 0 0 0 0 220 220 0

California Bearing Ratio 68 62 6 0 0 0 68 62 6

3 Concrete (Structure Works)

A Coarse Aggregate Freq. No.

Specific Gravity & Water absorption Monthly 1 3 3 0 0 0 0 3 3 0

Aggregate Impact Value Monthly 1 75 75 0 1 1 0 76 76 0

Flakiness Index Monthly 1 76 75 1 1 1 0 77 76 1

Laav Monthly 1 3 3 0 0 0 0 3 3 0

Gradation (Sieve Analysis) Daily 1 323 323 0 4 4 0 327 327 0

B Fine Aggregate

Gradation (Sieve Analysis) Daily 1 335 333 2 4 4 0 339 337 2

Specific Gravity & Water absorption Monthly 1 5 5 0 0 0 0 5 5 0

C Comp.Streng. (Site Concrete) 1 set

i 7 days

M-15 (PCC) 353 353 0 1 1 0 354 354 0

M-20 (RCC)+(KERB) 391 391 0 6 6 0 397 397 0

M-25 (RCC) 78 78 0 0 0 0 78 78 0

M-30 (RCC) 588 588 0 2 2 0 590 590 0

M-35 (RCC) 552 552 0 4 4 0 556 556 0

M-35 (PILE) 254 254 0 0 0 0 254 254 0

M-40 (RCC) 367 367 0 4 4 0 371 371 0

M-45 (PSC) 17 17 0 0 0 0 17 17 0

DLC 15 15 0 0 0 0 15 15 0

PQC (Cube + Beam) 21 21 0 0 0 0 21 21 0

ii 28 Days

M-15 (PCC) 586 586 0 3 3 0 589 589 0

M-20 (RCC)+(KERB) 851 851 0 0 0 0 851 851 0

M-25 (RCC) 97 97 0 0 0 0 97 97 0

M-30 (RCC) 1208 1206 2 0 0 0 1208 1206 2

M-35 (RCC) 1158 1158 0 0 0 0 1158 1158 0

As Per Clause

No.903.2.1

Set No.

As Per Clause

1716.2.4

Table 1700-8



Sr.

No.Description


per MORT&H


M-35 (PILE) 710 710 0 0 0 0 710 710 0

M-40 (RCC) 825 821 4 4 4 0 829 825 4

M-45 (PSC) 29 29 0 0 0 0 29 29 0

DLC 1 1 0 0 0 0 1 1 0

PQC (Cube + Beam) 32 32 0 0 0 0 32 32 0

D Cement

Setting Time 1 40 40 0 1 1 0 41 41 0

Fineness 1 41 41 0 1 1 0 42 42 0

Compressive Strength (7 days) 1 38 38 0 1 1 0 39 39 0


Normal Consistency 1 41 41 0 1 1 0 42 42 0

Specific Gravity 1 0 0 0 0 0 0 0 0 0

Soundness 1 20 20 0 1 1 0 21 21 0

4 Concrete (Mix Design Works) Freq. No.

A Coarse Aggregate

Specific Gravity & Water absorption 1 7 7 0 0 0 0 7 7 0

Aggregate Impact Value 1 8 8 0 0 0 0 8 8 0

Flakiness Index 1 6 6 0 0 0 0 6 6 0

Gradation (Sieve Analysis) 1 18 18 0 0 0 0 18 18 0

B

Gradation (Sieve Analysis) 1 18 18 0 0 0 0 18 18 0

Specific Gravity & Water absorption 1 5 5 0 0 0 0 5 5 0

C Comp.Strength

i 7days

M-15 (PCC) 10 10 0 0 0 0 10 10 0

M-20 (RCC) 28 28 0 0 0 0 28 28 0

M-25 (RCC) 18 18 0 0 0 0 18 18 0

M-30 (RCC) 21 21 0 0 0 0 21 21 0

M-35 (RCC) 11 11 0 0 0 0 11 11 0

M-35 (PILE) 19 19 0 0 0 0 19 19 0

M-40 (RCC) 10 10 0 0 0 0 10 10 0

As Per Clause

1716.2.4

Table 1700-8

For each

source

As Per Clause

1716.2.4

Table 1700-8

For each

source

For each

source

Fine Aggregate



Sr.

No.Description


per MORT&H


PQC (Beam/Cube) 21 21 0 0 0 0 21 21 0

ii

M-15 (PCC) 20 20 0 0 0 0 20 20 0

M-20 (RCC) + Kerb 37 37 0 0 0 0 37 37 0

M-25 (RCC) 18 18 0 0 0 0 18 18 0

M-30 (RCC) 18 18 0 0 0 0 18 18 0

M-35 (RCC) 23 23 0 0 0 0 23 23 0

M-35 (PILE) 20 20 0 0 0 0 20 20 0

M-40 (RCC) 22 22 0 0 0 0 22 22 0

D

Setting Time 1 0 0 0 0 0 0 0 0 0

Fineness 1 0 0 0 0 0 0 0 0 0



Normal Consistency 1 0 0 0 0 0 0 0 0 0

Fineness 1 0 0 0 0 0 0 0 0 0


Soundness 1 0 0 0 0 0 0 0 0 0

5 GSB as per 400 2 of MORT&H Table

Aggregate Crushing Value As Required 1 12 12 0 2 2 0 14 14 0

LL & PL 200 m3 1 292 292 0 2 2 0 294 294 0

Gradation 200 m3 1 343 316 27 0 0 0 343 316 27

10% Fines Value 1 2 2 0 0 0 0 2 2 0

Water Absorption 1 0 0 0 0 0 0 0 0 0

CBR 1 1 0 0 0 0 1 1 0

6 WMM as per 400 2 of MORT&H Table

Gradation 100 m3 1 385 381 4 4 4 0 389 385 4

Proctor Density Monthly 1 3 3 0 0 0 0 3 3 0

LL & PL 100 m3 1 337 334 3 4 4 0 341 338 3

Water Absorption 1 0 0 0 0 0 0 0 0 0

As Per Clause

1716.2.4

Table 1700-8

28 Days

As Per Clause

1716.2.4

Table 1700-8

Cement

For each

source

For each

source

As Required

For each

source



Sr.

No.Description


per MORT&H



Impact Value 200 m3 1 273 273 0 2 2 0 275 275 0

Moisture Content Per Plant 1 0 0 0 0 0 0 0 0 0

Flakiness and Elongation Index 200 m3 1 175 109 66 2 2 0 177 111 66

7

Prime coat & Tack coat 4 4 0 1 1 0 5 5 0

Mix Gradation 400 MT 2 174 174 0 1 1 0 175 175 0

Control of binder content of the mix 400 MT 2 188 188 0 1 1 0 189 189 0

Aggregate Impact Value 50 m3 1 264 264 0 2 2 0 266 266 0


Stability of Mix 400 MT 2 Set 131 131 0 1 1 0 132 132 0

Density Of compacted Layers 250 m2 1 453 453 0 0 0 0 453 453 0

8 BC as per 500-10 of MORT&H Table Mix Gradation as per Table-500-10 of

MORT&H400 MT 2 60 60 0 0 0 0 60 60 0




Specific Gravity 0 0 0 0 0 0 0 0 0

P.I. 0 0 0 0 0 0 0 0 0

Stripping Value 3 3 0 0 0 0 3 3 0

Stability of Mix 400 MT 2 Set 68 68 0 0 0 0 68 68 0

Density Of compacted 250 m2 1 111 111 0 0 0 0 111 111 0

9 BMMix Gradation as per Table-500-15 of

MORT&H400 MT 2 0 0 0 0 0 0 0 0 0




Specific Gravity 0 0 0 0 0 0 0 0 0P.I. 0 0 0 0 0 0 0 0 0Stripping Value 0 0 0 0 0 0 0 0 0

As Required

As Required

As Required

As RequiredAs RequiredAs Required

For each

source

DBM as per 500-10 of MORT&H Table



Sr.

No.Description


per MORT&H


10 Bitumen Test

Fire & Flash Point 1 53 52 0 1 1 0 54 53 0

Softening Point 1 170 169 0 1 1 0 171 170 0

Penetration at 250 C 1 167 166 0 1 1 0 168 167 0

Ductility /Elastic recovery 1 160 159 0 1 1 0 161 160 0

Loss on Heating 1 61 60 0 1 1 0 62 61 0

11

Gradation 40 mm 0 0 0 0 0 0 0 0 0

Gradation 10 mm 0 0 0 0 0 0 0 0 0

12

Kinematic Viscosity 4 4 0 0 0 0 4 4 0

13

14 Steel

0.2% Proof Stress 0 0 0 0 0 0 0 0 0

Ultimate Tensile Strength 0 0 0 0 0 0 0 0 0

Elongation 0 0 0 0 0 0 0 0 0

Bend 0 0 0 0 0 0 0 0 0

Rebend 0 0 0 0 0 0 0 0 0

As Per IS 1586

Filter Material

As Required

As Required

Emulsion

Alkali aggregate reactivity

As Per

Tanker




5.

STATUS OF MILESTONES

Appointed Date : 12.08.2010

Milestone Target AchievementI (180th day from AppointedDate) i.e. 8th February, 2011

a)Should have commencedconstruction of ProjectHighway

b) Expenditure not less than10% of TPC

Work started

13.04%

II (400th day from AppointedDate) i.e. 15th December, 2011

(a) Should have commencedconstruction of all bridges

(b) (b) Expenditure not lessthan 35%

Commenced work on allbridges where sites were handedover.35.36%

III (650th day from AppointedDate) i.e. 22nd May, 2012

(a) Should have commencedconstruction of all projectfacilities

(b) Expenditure not less than70%

Targets not achieved.

Concessionaire has raised theissue of non-availability ofvacant land. Consequently EOTof Construction Period may berequired. In that case, theMilestone may have to beredefined.

IV (910th day from AppointedDate) i.e. 06th February, 2013

Completion of scheduled Four-Laning.

Not Achieved.Concessionaire has raised theissue of non-availability of land.



6.

Activities Performed by the Consultant during the month are as follows:-

1. Inspection and monitoring of construction works done by Concessionaire.

2. Attend meetings with the P.D.- NHAI and Manager Technical of NHAI.

3. Day to day consultation with the Concessionaire.

4. Review the Monthly Progress Report furnished by the Concessionaire.

5. Answer correspondences from the Concessionaire and the Client.

6. Monitor the activities of Concessionaire regarding ROB-II and service road works.

7. Check & comments MPR of Concessionaire MPR no. 62 for October 2015.

8. Check GAD of 0+000 (starting point) submitted by Concessionaire on 11th June 2015.

9. Attending PIU for meeting with the PD and Manager Technical.

10. Check GAD of GM’s entrance junction submitted by Concessionaire on 05th September 2015.

11. Attend meeting to RO office progress of ROB-2 and status of hindrance at ROB-2 Km.-32,Km-33.

12. Revised COS Turki returned by NHAI - H.O. using 2012-2013 SOR Bihar.

13. Check Maintenance of Concessionaire on done at NH-77.

14. Review of design and drawing of viaduct at H.O. submitted by the Concessionaire.

15. Check GAD of 0+000 (junction) submitted by the Concessionaire.

16. Design and drawing approved of VUP at 0+820 (ROB-I)

17. Inspection of work going on at ROB-II structural work launching of steel girder, approaches.



7.

NCR ISSUED DURING THE MONTH

Sl.No.

CoveringLetter

Description Date ofIssue

Chainage Status Remarks

1 2 3 4 5 6 7

01ICT/102/NH-77/PHPL/TL/

2015/2164

StonePitchingWorks

27.09.132+360 to 2+410 (LHS),2+460 to 2+520 (LHS),2+460 to 2+520 (RHS)

Still noCorrective

Measures doneby

Concessionaire


2015/2836

AsphaltCrack

09.05.1544+080 to 44+160

(RHS)

Still noCorrective

Measures doneby

Concessionaire


2015/2838

AsphaltCrack/

deficiency11.05.15

1+600 (LHS),9+100 to 9+330 (LHS),

30+195 (RHS),41+600 to 41+750 (RHS),45+350 to 45+500 (RHS)

&45+550 to 45+700 (RHS)

Still noCorrective

Measures doneby

Concessionaire


2015/2866

RE wallfilling

25.05.155+840 to 5+950

2nd Layer

Closed letter no.-ICT/102/NH-

77/NHAI-PIU/TL/2015/

2875 dated01.06.2015


2015/2889Turki VUP 19.06.15

39+530 to 40+170(BHS)

Still noCorrective

Measures doneby

Concessionaire


2015/2891

Drain cumFootpath

19.06.15

27+480 to 27+580(RHS), 33+792 (RHS),

33+600 to 33+660(RHS), 18+900 to

18+995 (LHS), 27+550(RHS) and 33+795

(RHS).

Still noCorrective

Measures doneby

Concessionaire

8.



WORK DONE IN BRIEF BY EACH KEY AND SUB-PROFESSIONAL STAFF DURING THEMONTH

(1) Team Leader- Mr. Renato S. Morelos- Sr. Highway Engineer

1. Review the project implementation and preparation activities of the Concessionaire.

2. Monitor works of other staff (Sub-professional and Key Staff).

3. Responded to the communication sent by NHAI and Concessionaire.

4. Under take site visits and inspection of the project.

5. Daily interaction with Concessionaire.

6. Attended meetings with P.D. and Manager Tech. - NHAI.

7. Prepare Inspection Reports for November 2015.

8. Monitored Request for Inspection raised by the Concessionaire during the Month.

(2) Mr. R.E.P. Sharma- Sr. Quality cum Material Expert

1. Review and approval of mix design of all concrete.

2. Review test results of borrow area.

3. Assisting the Team Leader in reviewing the performance of Concessionaires plants.

4. Supervise all test conducted by Concessionaire at laboratory.

5. Assist the T.L. in preparation of Inspection Reports for November 2015.

6. Approved/Disapproved RFI raised by the Concessionaire during the Month.

(3) Mr. S.P. Singh- Bridge/Structural Engineer

1. Inspect all structures and bridges at site if it is in accordance with specification.

2. Maintaining a record set of working drawings and construction record of all structures and

bridges.

3. Assist the key personnel in reviewing all activities related to design/construction of bridges

and structures.

4. To inspect and check the on-going site activities of structures & bridges as per design &

drawing.

5. To be present during concreting work & check the adequacy of form work and

reinforcement in the structural work.

6. Assist the T.L. in preparation of Inspection Reports for November 2015.

7. Approved/Disapproved RFI raised by the Concessionaire during the Month.

8. Joint measurement of boundary wall and Railway GM office gate at ROB-I (Dighi).

9. Checking of RE panel casting at Sarai camp.



10. Checking of RE panel erection and filling in approaches of ROB-II.

11. Supervising fabrication of steel girders at Sarai camp for ROB-II.

12. Supervising riveting and welding works of composite girder at ROB-II.

13. Checking friction slab casting and reinforcement and PCC also at ROB-II.

14. Checking of fabrication and launching of steel girders at yard/site.

15. PUP PCC, raft casting done at ch. 0+820 at ROB-I Muzaffapur end.

(4) Sub-Professional Staff

1. Mr. Dinesh Kumar- Survey Engineer

A. Assisting the Team Leader with regards to survey works.

B. Assist the key personnel with regards to Elevation, Alignment, Coordinates and other

matter related to surveying.

C. Regular checking of RFI related to levels and alignment verification.

D. Assist the T.L. in preparation of Inspection Reports for November 2015.

E. Approved/Disapproved RFI raised by the Concessionaire during the Month.

2. Mr. Ashok Kumar - Assistant Highway Engineer

A. Conduct field density test at site with Concessionaire representative.

B. Collecting accident data report if any site.

C. Inspecting all highway related work like, G.fill, Filter media, GSB, WMM, Prime Coat,

Tack Coat, DBM and Kerb etc.

D. Inspecting safety aspect of the Concessionaire.

E. Attended RFI submitted by Concessionaire regarding SG, Emb., Granular fill, Filter

Media & Panel Erection for the Month of November, 2015.

3. Mr. Guddu Kumar- Asst. Quality cum Material EngineerA. Check all the source of material accordingly as per contract & specification.

B. Testing of comprehensive strength of all grades of cubes.

C. Assisting Material Engineer.

D. Monitoring day to day laboratory activities of Concessionaire.

E. Witnessed test conducted as per Frequency/ as per specified Daily Progress Report &

Attended no RFI upto 31.05.2015 for the Month of November 2015.

SECTION – c

Safety Arrangement

Four Laning of Hajipur-Muzaffarpur Section of N.H- 77 from Km. 0.000 to Km. 46.300 and construction of 16.87 kms New Bypass connecting NH- 28

of East West Corridor at Km. 515.045 in the State of Bihar under (NHDP Phase-III) on BOT(Annuity) Basis

_________________________________________________________________________________________________________


48

SECTION - C

Safety of Construction

Sl. Chainage Type of

Structure/Road

works

Status of work Findings /

Observations

Recommendations

1 Locations where

work in Progress

Project Highway For all type of

Activity

The

Concessionaire

was

asked/advised to

use personal

protective

equipment (PPE)

on all type of

activities

Advise to use PPE properly

to save Lives, as per IRC-55

2 Existing Bridge at ch.

6+525

Bridge/Culvert Under

Maintenance

The

Concessionaire

was asked to

provide

barricades at this

existing bridge

Advice to make necessary

arrangement as IC letter no.

ICT//102/NH-77/PHPL/TL

/2015/3040 dated 26.11.2015

3 22+950 (LHS),

24+550 (LHS),

30+350 (LHS)

Project Highway Under

Maintenance

Restoring of

dilapidated MCB

along NH-77

As per IC letter no.

ICT//102/NH-77/PHPL/TL

/2015/3040 dated 26.11.2015

4 0+550 – 0+660

6+600 – 6+610

45+850 – 45+880

46+280 – 46+300

6+525

Project Highway

Under

Maintenance /

safety

Fixing of GI

sheet barricades

that fell/lost

IC letter no. ICT//102/NH-

77/PHPL/TL /2015/3040

dated 26.11.2015

SECTION – d

Defects / deficiencies in Work

Four Laning of Hajipur-Muzaffarpur Section of N.H- 77 from Km. 0.000 to Km. 46.300 and construction of 16.87 kms New Bypass connectingNH- 28 of East West Corridor at Km. 515.045 in the State of Bihar under (NHDP Phase-III) on BOT(Annuity) Basis_________________________________________________________________________________________________________


SECTION - D

DEFECTS / DEFICIENCIES IN WORK:

1. GSB thickness has been checked at bypass Ch. 7+000 to 7+800 LHS, 5+220 RHS, 4+000-6+000 BS, 2+970and found out that only one layer of GSB has been provided on against the requirement of two (2) layers upto the toe of scope to serve as drain or minimum of 200 mm thickness. This is in accordance with IRC -37and the Concessionaire was notified in this deficiencies vide IC letter ICT-1817 dated 11.04.2013.

Not yet corrected by Concessionaire.

SECTION – e

Maintenance of Existing Road

Four Laning of Hajipur-Muzaffarpur Section of N.H- 77 from Km. 0.000 to Km. 46.300 and construction of 16.87 kms New Bypassconnecting NH- 28 of East West Corridor at Km. 515.045 in the State of Bihar under (NHDP Phase-III) on BOT(Annuity) Basis_________________________________________________________________________________________________________


SECTION – E

MAINTENANCE OF EXISTING ROAD:

The Concessionaire, in this Month of November 2015 are poorly maintained the existing roads nor thediversion that switch from asphalted pavement to another asphalted pavement. The present condition of theexisting road and the diversion is bad and need immediate action of the Concessionaire to rectify thesituation accordingly. The Concessionaire should comply to the letter of Consultant Road Safety Expert onhis last site visit at the area.

The need of warning signs and informatory signs is needed to be installed by Concessionaire especially atch. 6+200 existing bridge wherein bridge do not have parapet and pose a great danger to motorist (see ICTletter no. ICT/102/NH-77/PHPL/TL/2015/3040 dated 26.11.2015) .

The condition of existing roads and temporary diversion from 0+000 to 45+830 of NH-77 are as follows:-

Sl. No. Chainages Condition Remarks

1 0+000 to 0+850 Small pot hole,

Maintenance required

Need to fill-up with fresh

asphalt.

Safety and warning sign

board is required and Need

to fill-up with fresh asphalt.

Safety

2 0+550 to 0+800, 6+600 to 6+610,

45+850 to 45+880, 46+280 to

46+300 and existing Bridge at ch.

6+525 (RHS)

GI sheets barricades

put-up sometime on

June-2015 was already

fell-in the ground.

Need to fix-up because

some GI sheets already fell

in the ground.

SECTION – f

Expenditure of Concessionaire



SECTION – F

Expenditure of Concessionaire











*Note: - Above data was submitted by the Concessionaire in their MPR for July-2015The Concessionaire submitted balance sheets as of 31 December 2014 and explanationnotes to financial statements for 3 months period ended 31 December, 2014.

SECTION – G

Project Photographs



SECTION - GPROGRESS PHOTOGRAPHS

Stud fixing on girders at ROB-II of P3-P4 span RHS Muzaffarpur end shuttering fixing of slab also.

Staging shuttering end cross girder fixing for slab of span P3-P4 RHS ar ROB-II



Earthwork going on for approaches of ROB-II Hajipur end.

RE panel casting at Sarai camp

SECTION – H

Weather Report

DATE RAINFALL INMIN MAX MIN MAX

26-Oct-2015 22.3 31.3 32 66 0

27-Oct-2015 22.6 31.1 40 61 0

28-Oct-2015 23.0 31.1 39 62 14.2

29-Oct-2015 23.4 29.6 41 61 0

30-Oct-2015 21.8 28.8 46 63 0

31-Oct-2015 21.2 30.4 43 65 0

1-Nov-2015 21.4 30.2 42 64 0

2-Nov-2015 22.8 31.8 43 67 0

3-Nov-2015 22.8 30.9 43 68 0

4-Nov-2015 21.8 29.9 41 67 0

5-Nov-2015 21.5 29.4 40 65 0

6-Nov-2015 21.9 29.5 46 62 0

7-Nov-2015 21.4 29.1 48 67 0

8-Nov-2015 21.8 29.9 42 66 0

9-Nov-2015 20.6 29.8 44 68 0

10-Nov-2015 21.5 30.1 49 68 0

11-Nov-2015 20.7 29.9 45 69 0

12-Nov-2015 20.4 29.3 40 68 0

13-Nov-2015 20.3 28.1 49 67 0

14-Nov-2015 20.2 28.3 50 70 0

15-Nov-2015 20.1 27.8 54 76 0

16-Nov-2015 20.0 29.7 43 67 0

17-Nov-2015 20.7 29.9 44 70 0

18-Nov-2015 20.6 29.8 45 69 0

19-Nov-2015 19.7 27.8 50 79 0

20-Nov-2015 18.1 27.4 45 68 0

21-Nov-2015 17.8 27.6 44 66 0

22-Nov-2015 17.5 26.1 48 67 0

23-Nov-2015 18.8 27.1 48 60 0

24-Nov-2015 17.4 27.3 47 65 0

25-Nov-2015 17.9 27.4 46 68 0

SECTION - H

WEATHER REPORTSMonth of November - 2015

REMARKSHUMIDITY IN % TEMERATURE IN °C


SECTION – I

Project Communication

Four Laning of Hajipur-Muzaffarpur Section of N.H- 77 from Km. 0.000 to Km. 46.300 and construction of 16.87 kms New Bypass connecting NH- 28 of East West Corridor at Km. 515.045 in the Stateof Bihar under (NHDP Phase-III) on BOT(Annuity) Basis

Monthly Inspection Report (November -2015)60

SECTION – I

Project Communication (Incoming)

Sl. From To Subject Letter no. Date

1NHAI Sh. N. K. Sinha-

ICT-New DelhiApproval for replacement of sub professional NHAI/PIU-Hajipur/Haj-Muz/ICT/2011/4481 05.11.2015

2 NHAI Sh. R.G. Singh,CPD, ECrailway, Hajipur

Revised estimate for boundary wall and gate of GM office ECR,Hajipur under utility shifting

NHAI/RO/PAT/Haj-Muz (NH-77)/US/1/2013/ 2516 05.11.2015

3 NHAI TL-ICT Provision of viaduct in south approach of ROB (Hajipur end atLC no. 54 (Km. 265/12-14) near GM office, EC Railway, Hajipur

NHAI/PIU/Hajipur/Haj-Muz/ROB/2011/4495 10.11.2015

4 NHAI TL-ICT Hindrance due to feeder line of traction at ROB-1 NHAI/PIU/Hajipur/Haj-Muz/ROB/2011/4508 20.11.2015

5 NHAI TL-ICT Verification of credential certificate submitted by M/s R.P.Infracon Pvt. Ltd.

NHAI/PIU-Hajipur/Haj-Muz/Misc./2011/4511 20.11.2015

6 NHAI TL-ICT Crossing of 33KV Hajipur-Sarai line near Sarai Market NHAI/PIU-Hajipur/Haj-Muz/U.S./2011/4509 20.11.2015

7 NHAI TL-ICT Estimate for shifting of overhead 33/11 KV sub-station line nearGM building Hajipur

NHAI/PIU-Hajipur/Haj-Muz/ROB/2011/4518 23.11.2015

8 NHAI TL-ICT Grant of PCOD and Hindrances in the project NHAI/PIU-Hajipur/Haj-Muz/COD/2011/4516 23.11.2015

9 NHAI TL-ICT Gate at Sarai Market NHAI/PIU-Hajipur/Haj-Muz/ROB/2011/4522 24.11.2015

10 PHPL TL-ICT Compliance on Geotechnical investigation report of ViaductLocation at ROB-I.

PHPL/NH-77/10/2015/1691 02.11.2015

11 PHPL TL-ICT Submission of Revised Plan and Profile from Km. 0+00 to Km1+070 at ROB-1 under COS.

PHPL/NH-77/10/2015/1692 02.11.2015

12 PHPL NHAI,cc: TL-ICT

Over head 33KVA wire at ch. 9+450 near Sarai PHPL/NH-77/10/2015/1696 23.11.2015

13 PHPL NHAI,cc: TL-ICT

Hindrances in the form of pending land payment, buildingpayment in the construction zone of approaches in ROB-2, Saraimarket, Toll plaza area, Km.-13, Km-31, Km.-32 and Sakri LHS,

PHPL/NH-77/10/2015/1697 26.11.2015

Four Laning of Hajipur-Muzaffarpur Section of N.H- 77 from Km. 0.000 to Km. 46.300 and construction of 16.87 kms New Bypass connecting NH- 28 of East West Corridor at Km. 515.045 in the Stateof Bihar under (NHDP Phase-III) on BOT(Annuity) Basis

Monthly Inspection Report (November -2015)61

Project Communication (Outgoing)

1 ICT PHPL Review of B/A no. – 125 Gandak River Sand ICT/102/NH-77/PHPL/TL/2015/3036 16.11.2015

2 ICT PHPL Provision of rain water harvesting along National Highway ICT/102/NH-77/PHPL/TL/2015/3028 02.11.2015

3 ICT PHPL Road maintenance and safety arrangement ICT/102/NH-77/PHPL/TL/2015/3040 26.11.2015

19 ICT NHAI Gate at Sarai Market ICT/102/NH-77/NHAI-PIU/TL/2015/3035 13.11.2015

20 ICT NHAI Monthly Inspection Report for the month of October-2015 ICT/102/NH-77/NHAI-PIU/TL/2015/3038 24.11.2015

21 ICT NHAI Regarding work completion of construction of ROBs of Hajipur-Muzaffarpur(NH-77) 4-laning widening & strengthing.

ICT/102/NH-77/NHAI-PIU/TL/2015/3042 30.11.2015

22 ICT NHAI Hindrance due to feeder line of traction at ROB-I ICT/102/NH-77/NHAI-PIU/TL/2015/3043 30.11.2015

23 ICT NHAI Verification of credential certificate submitted by M/s R.P. Infracon Pvt. Ltd. ICT/102/NH-77/NHAI-PIU/TL/2015/3044 30.11.2015

SECTION – J

Comments on Concessionaire

Monthly Progress Report



SECTION – J

Comments of IC on Submitted MPR of Concessionaire

Until this reporting, there were no Monthly Progress Report submissions of the Concessionaire forNovember-2015 hence we are attaching our comments for October-2015 of Concessionaire.The following are the comments of IC on the submitted MPR no. 62 for the month of October - 2015;

1. Chapter 2 (Executive Summary) Page no.-3, point-3;

The project progress is greatly affected due to delay in handing over of site by the Authority to theConcessionaire and major delays are due to non-availability of land, clearing of structures, non-payment to the land and building owners. In Vaishali district out of 3495 (expected) cheques, 4188cheques prepared and 4119 cheques has been issued to the land owners and in Muzaffarpur districtout of 3101 cheques 2527 cheques prepared and 2139 cheques has been issued to the land owners.The valuation of structures and payment of cheques to the buildings is another process which is inprogress. Total number of cheques prepared for structures are 5079, already issued 4668 andbalance 411 still to be issued.

Since the issuing of cheque was handed by DLAO and not NHAI. We are requesting theConcessionaire to furnish us the documents that out of 3495 cheques, 4188 cheques prepared and4119 cheques have been issued to land owners and in Muzaffarpur district out of 3101 cheques2527 cheques prepared and 2139 cheques have been issued to the land owner.


As per the S-Curve, present work progress is 91.31% “as per Certified & Submitted Invoice”against the scheduled 100.00%. The lapses are mainly due to non-availability of land and delayhanding over the land.

There were no submitted S-Curve by the Concessionaire and the only reference for actual physicalprogress is the re-evaluation of actual physical accomplishment jointly conducted by IE, NHAI andConcessionaire last 25th March, 2014 in which the physical actual accomplishment for March -2015 is 73.683%. Therefore, the actual physical accomplishment for October - 2015 is 75.202%having 0.346% accomplishment for the month of October 2015.


To expedite the progress of the works especially when the land is not made available by theAuthority, the Concessionaire is forced to revise the alignment at some locations to see that at leastone carriageway is built. These revisions are being carried out in discussion with IndependentEngineer.

The revision being carried out in discussion with Independent Engineer with regards to revision ofalignment is for vertical alignment only.

4. Chapter 4 (Pre-construction activities):

Point no. 4 – The Concessionaire was asked to substantiate the record that 624 trees is yet to beremoved which is under hindrance.

5. Chapter 5 (Progress):

Length wise progress-

(1) Please correct it.

(a) DBM 1st LHS should be 45.466 kms, RHS 47.66 a total of 93.12 kms.(b) DBM Top LHS should be 42.83 kms, RHS 45.867 a total of 88.70 kms.(c) BC LHS should be 37.543 kms, RHS 39.830 a total of 77.373 kms.



(2) Chapter – 5 (Progress on ROB-II).

(a) BOQ quantity should be the same as target quantity submitted to IC on March-2015.(b) Remove the column- upto previous IPC, During this IPC and upto date IPC. and change to

last month quantity, this month quantity and cumulative quantity.(3) Page - 13, On column (Total nos), please correct RCC Box Culvert -18 no. and make it 19 no.

6. Chapter 6 (Expenditure) :

On annexure, you have attached the balance sheet as of 31 December 2014, it is supposed to beexpenditures up to September - 2015.

7. Project Staffing Gammon :

See attached actual body count conducted by the IC as of October -2015. The Concessionaire wasasked to correct it on next submittal i.e. November-2015.

Prepared By:

Bridge Engineer ___________________ ___________________

Sr. Quantity cum Material Expert ___________________ Team Leader

Survey Engineer ___________________

Asst. Highway Engineer ___________________

Asst. Material Engineer ___________________



Actual Body Count conducted by the IC as of September 2015 as correction toConcessionaire Monthly Progress Report no.- 61

Project Staffing of Gammon

Sl.No.

Name Emp Code Designation Department1 Rakesh Jha 1003562 DGM In charge Civil

Administration Section2 R.K.Singh 1004169 Manager-HR/Admin Administration

Civil Section Kamtaul3 Rakesh Kumar Verma 1000411 Manager-I Projects Civil4 Naveen Kumar 1407736 Dy. Manager-II Project Civil5 Anjani Kumar Mishra 1407309 Engg. Civil Civil

Planning Section6 A.Raja 1000350 Dy. Manager-II Project Planning7 Priytam Dubey 1003834 AM-II Project Planning8 S.kanaka Raju 1004317 AM-II Project Planning

Survey Section9 Nitis Bhakta 1407460 Jr. Engineer Survey Survey

Plant/ Mechanical Section10

Sudeep Dutta 1002038 Manager-II Plant Plant21

Niraj Kumar Sinha 1404314 Dy. Manager-II Plant Plant32

Bipul Kumar 1003301 JE Plant Plant43

Ajit Singh 1407422 Sr. Foreman PlantElectrical Department

14

Shakti Kumar 1407275 Asst. Manager-I Electrical25

Madhav Ojha 1402823 Asst. Electrical foreman Electrical36

Manoj Kumar Singh 1406810 Sr. Electrician ElectricalAccount Section

1 Sisir Bhuniya 1400986 Officer Accounts Account2 D.J. Rakshit 1403643 Asst. Accountant Account

Store Section1 Rahul Jadhao 1407322 Store keeper Store2 Kamlesh Jha 1004860 Asst. Store Keeper Store

Lab Section1 Arvind Kumar 1407419 Lab Technician Lab

Fabrication Section1 Surya Kant Mishra 1000723 Asst. Foreman

FabricationPlant

Sl Emp Code Name Designation DepartmentAdministration Section

1 88284732 Mahendra Kumar Maurya Officer-HR/Administration

Administration

2 88288851 Kunal Kumar Asst Admin Administration3 88284950 Subodh Kumar Admin Asst. Administration



Liasoning Section4 88284739 Kumar Chandrashekhar Liasoning Assistant Mess/Allied Work5 88284736 Vinod Kumar Ray Liasoning Assistant Liasoning6 88285085 Rajiv Kumar Tiwari Liasoning Asst Administration7 882810600 Nitesh Kumar Supervisor Admn Administration

DLAO Staffs8 88284592 Ratnesh Kumar Ratan Admin Officer DLAO Hajipur

RO Office Patna Administration9 88288700 Rajesh Kumar Roy Admin Officer Administration

Civil Section (Highway/ Structure/ Surveyor)10 88288206 Ajay Kumar Asst. Manager-II

PrjectCivil

11 88288705 Pankaj Kumar Engg Civil Civil12 88284757 Bhupesh Kumar Supervisor Civil13 88284744 Juren Chandra Mahato Sr. Foremen Civil14 88284737 Sanjay Kumar Supervisor Civil15 88285095 Pranab Dey Surveyor Civil16 88284611 Mukul Kumar Srivastava Sr. Supervisor Civil17 88288925 Manoj Kumar Gupta Supervisor Civil Civil18 88285111 Tapas Patra Asst.Surveyor Civil19 882810501 Manoj Kumar Sahi Supervisor-Borrow

AreaCivil

20 882810500 Manoj Prasad Singh Supervisor-BorrowArea

Civil21 882810820 Satish Kumar Supervisor Structure Civil22 882810416 Kumod Ranjan Supervisor Structure Civil23 88284749 Ghanshyam Singh Supervisor Civil24 88288526 ANIL KUMAR PANDEY Supervisor Civil25 88284617 Tun Tun Kumar Supervisor Civil26 88285096 Anil Kumar Patel Asst.Surveyor Civil27 88284961 Pramod Kumar Supervisor Civil28 882810502 Rakesh Kumar Supervisor Structure Civil29 882810819 Manish Kumar

ChaudharySupervisor Highway Civil

30 Arun Ray Survey-Helper CivilStore Section

31 88284781 Rahul Kumar Weight BridgeOperator

Store32 88288885 Sikandar Prasad Asst.Store Keeper Store33 882810418 Madan Maji Store Asst. Store34 882811218 Mandhir Kumar Weight Bridge

OperatorStore

35 882811312 Ashok Kumar Jha Store Supervisor Store36 882811373 Sanjeet Kumar Store Helper Store

Lab Section37 88285059 Rajendra Kumar Mishra Lab Techanician Lab38 88284790 Amit Kumar Lab Technician Lab39 88288701 Nabin Kumar Mishra Lab Asst Lab40 88284792 Laxman Singh Superviosr - Lab Lab41 88286468 Rishikesh Ku. Shahi Asst Lab Techanician Lab42 88285086 Rajeev Kumar Jha Lab Techinican Lab43 88285194 Ashutosh Kumar Lab/ LMV driver Lab44 882811374 Vijay Chandra Lab Helper Lab45 882811370 Shashi Bhushan Singh Lab Helper Lab46 882811369 Sunil Kumar Paswan Lab Helper Lab47 882811371 Bablu Kumar Lab Helper Lab

Account Section

48 88288708 Harendra Kumar Srivastava Accountant Assistant Accounts



Billing Section

49 88285155 Geeta Dwivedi Assistant QS BillingPlanning Section

50 88285112 Biswa Prasad Behera Planning & BillingEngg

Planning

51 88288520 Prameet Kumar Jha JE Engg Civil Civil

52 88285052 Manikant Gupta Computer OperatorLetter

Correspondence/RFI and allied work

Care taker/ Office Boy/ Cook etc.53 88281041

2Babar Ali Office Work Administration

54 882810411

Ram Chandra Ram Asst.Supervisor Admin Administration55 88281064

1Bam Shankar Office Boy Administration

56 882810414

Mukul Kumar Office Boy Administration57 88281064

3Sanjeev Kumar Cook Helper Administration

58 882810504

Rajeev Kumar Office Boy Administration59 88281117

0Sanjay Kumar Sah Plumber Administration

60 882811363

Pradhuman Jha Care Taker Administration61 88281136

4Harendra Mahato Cook Administration

62 Prem Chaudhury Care Taker Administration

Sl Emp Code Name Designation DepartmentEngineer/ Foreman/ Supervisor

1 88284855 Rakesh Kumar Mechanical Engineer Plant2 88284965 Amit Kumar Singh Tech.Asst Plant3 882811200 Ajay Kumar Tech.Asst Plant4 882811209 Amit Kumar Singh Supervisor Plant Plant

Mechanic/ Welder5 88284933 Daya Shankar Singh Sr.Mechanic Plant6 88284923 Uttam Madak Mechanic Plant7 88284893 Ramaasheesh Denter Cum Welder Plant8 88284822 Gunjan Kumar Junior Fitter Plant9 882810370 Satrudhankumar Patel Fitter Plant10 882811233 Prakash Kumar Tyre Fitter Plant11 882811325 Md.Farooque Sr.Mechanic Plant12 882811235 Subhash Kumar Mechanic Plant

Electrician13 88284801 Pappu Kumar Verma Sr Electrician Plant14 88284803 Sanjay Prasad Sah Electrician Plant15 882811208 Raj Kumar Sah Jr.Electrician Plant

Auto Electrician16 88284806 Rajendra Singh Auto Electrician Plant17 882811342 Shambhu Ram Jr.Auto Electrician Plant

Plant Operator

18 88284937 Narendra Kumar Patel Batching Plant Plant19 882810201 Dhananjay Singh Hot Mix Plant

OperatorPlant

Excavator Operator20 88284968 Bhupendra Pratap Khrwar Excavator Operator Plant21 88284969 Rama Ashish Kumar Excavator Operator Plant22 Arjun Yadav Excavator Operator Plant

Tendam/ Paver/ PTR Operator23 88284911 Vinay Kumar Tendam Optr Plant24 88284710 Md. Sajimuddin Paver Operator Plant

Bitumin Operator



25 88284921 Pappu Singh Bitumin SprayerOperator

Plant

Kerb/ Lath/ Mait Operator26 88284878 Hari Singh Lathe Operator Plant27 88284915 Randhir Kumar Kerb Operator Plant

Hydra Operator28 88284900 Uday Singh Hydra Operator Plant29 882811181 Santosh Ram Hydra Operator Plant30 882811206 Vinay Kumar Hydra Operator Plant31 882811319 Manoj Mishra Hydra Operator Plant

Loader Operator32 88284816 Ravindra Kumar Singh Loader Operator Plant33 88284895 Gajendra Pandey Loader Operator Plant

Grader Operator34 88284826 Santosh Kumar Singh Grader Operator Plant35 882811188 Amarnath Tiwari Grader Operator Plant

JCB Operator36 88284837 Harendra Yadav JCB Operator Plant37 882810600 Nitesh Kumar JCB Operator Plant

Trailer/ HMV Driver38 88284910 Sukhjinder Singh Trailer Driver Plant39 88284865 Lallan Singh HMV Driver Plant40 88285165 Ram Naresh Singh HMV Driver Plant41 88288877 Santosh Kumar Yadav HMV Driver Plant42 88285022 Arjun Tiwari HMV Driver Plant43 88284974 Vinod Kumar HMV Driver Plant44 88288217 Chandeshwar Paswan HMV Driver Plant45 882811175 Md.Hussain HMV Driver Plant46 882811174 Biswanath Yadav HMV Driver Plant47 882811177 Ajit Rai HMV Driver Plant48 882811179 Kailash Rai HMV Driver Plant49 882811207 Ajay Kumar HMV Driver Plant50 882811237 Jitendra Chaudhury HMV Driver Plant51 882811287 Kanhaiya Kanak HMV Driver Plant52 882811320 Sunil Ray HMV Driver Plant53 882811316 Indrajeet Kumar HMV Driver Plant54 882811328 Santosh Yadav HMV Driver Plant55 882811327 Mohan Ray HMV Driver Plant56 Ranjeet Kumar HMV Driver Plant57 Anil Rai HMV Driver Plant58 Pramod Kumar Singh HMV Driver Plant

LMV Driver59 88285186 Ravi Bhushan Sahani LMV Driver Plant60 882810206 Sunil Kumar LMV Driver Plant61 88285071 Devendra Ray LMV Driver Plant62 882811227 Santosh Kumar LMV Driver Plant63 882811375 Uday Shankar Sah LMV Driver Plant

Plant Helpars64 882811361 Ajeet Kumar Helper-Electrical Plant65 882811366 Mohan Ray Helper-Plant Plant66 882811367 Shyam Lal Mahato Helper-Plant Plant67 882811368 Chandan Kumar Helper-Plant Plant68 882811376 Ajay Paswan Helper-Plant Plant69 882811372 Manjay Patel Helper-Electrical Plant70 Mintu Kumar Rai Tyre Fitter Plant