inspection report for the month of june -2014 chhapra ...nhai.org.in/spw/iereport/inspection report...

Inspection Report For the Month of June -2014 CHHAPRA – HAJIPUR ROAD PROJECT OF NH - 19

(DBFOT – Annuity Basis)

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1. INTRODUCTIONThe inspection report is prepared and submission in respect to the Term of Reference (TOR) of Agreement between NATIONAL HIGHWAYS AUTHORITY OF INDIA, represented by its Chairman and having its principal offices at G-5 & 6, Sector 10, Dawrka, New Delhi – 110 075 and Stanley Consultants India Pvt. Ltd. The report includes Project background, Salient Feature of civil works and scope of Consulting Services. The report also covered resources mobilized by Consultants as well as Concessionaire and the perception of the Management and Service of Independent Engineer (IE) of the Project.

2. THE PROJECT:2.1. Background:

2.1.1 Client: M/s National Highway Authority of India (NHAI), PIU - Hajipur

The project envisages Four-Laning of Chhapra - Hajipur section of NH-19 from Km.143+200 to Km.207+200 in the State of Bihar under NHDP-III on (DBFOT) Annuity basis. 2.2. The scope of works is broadly summarized as follows:

Independent Consultant for the project - Four laning of Chhapra – Hajipur Section of NH-19 from Km 143+200 to Km. 209+940 for a length of 66.740 Kms (Existing Kms) in the State of Bihar under NHDP III on Design, Build, Operate and Transfer (DBFOT) Annuity Basis. In the above section Chhapra Bypass will be only Two Lanes. The above scope also includes all design, engineering, financing, procurement, construction, completion & maintenance of the above stretch for the entire duration of concession period i.e. 15 years. 2.3. The Concessionaire and EPC Contractor:

The Project comprises Construction of 4 lane road, two lane & service roads at four locations has been entrusted by M/s National Highway Authority of India (NHAI) under a Concessionary Agreement to M/s Chhapra - Hajipur Expressways limited.M/s Chhapra - Hajipur Expressways limited have appointed M/s Madhucon Project limited (MPL) as the EPC Contractor who is planning and executing the work partially through contractors and the balance themselves.

3.1. Right of Way (ROW):

The proposed Right of Way from Km.143+200 to Km.209+940 is 60 meter

3.2. Carriageway:

The paved carriageway shall be 17.50 meter wide excluding the median except Chhapra Bypass which is 10m in width.



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LOCATION MAP

PROJECT PARTICULARS

1. Project Title : Four-laning of Chhapra- Hajipur section of NH-19 from

Km. 143+200 to Km. 207+200 in the State of Bihar under

NHDP - III on Design, Build, Finance, Operate and

Transfer (DBFOT) Annuity Basis

2. Client : National Highways Authority of India, PIU – Hajipur

3. Independent Consultant: M/S STANLEY CONSULTANTS INC ASSOCIATION WITH

SA INFRASTRUCTURE CONSULTANATS Pvt. Ltd.

& EDMAC

4. Concessionaire : Chhapra - Hajipur Expressways Limited,

5. EPC Contractor : Madhucon Projects Limited,

6. Length of the Project : 66.740 Kms.

7. Total Project Cost : Rs. 812.5Cr

8. EPC Contract Cost : Rs 720.1 Cr.

9. Date of CA : 28th July 2010

10. Date of Commencement: 27th January 2011

11. Construction Period : 910 Days

12. Date of Completion : 24th July 2013

Chhapra – Hajipur Section of NH-19

Section of NH-19



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IC’S COMMENTS

A) IC’s Comments on the MPR of June 2014 submitted by the Concessionaire.

1) The S-curve show that the cumulative physical progress is 74.56% .It is also not substantiated with facts and figures. In the month of June-14 the progress was only 0.2 % has been done by the concessionaire.

2) As per MPR June-2014 concessionaire has submitted 15 km of Hindrance/Obstructed length, but by the joint verification it is only 14 Km.

3) In the manpower section the concessionaire has reported as follows-:

SL. No. Category As reported in MPR IE’s observation1 Survey Team 8 2 2 Material manager 1 Nil3 Material Engineer 2 Nil4 Lab technicians 12 95 Lab Helper - 3

The concessionaire should replenish the above shortage of staff immediately for carrying out the work in right earnest.

Highway:

Sl. No. Item Progress for the month of June-2014 Cumulative progress

Length Wise Layer Wise

1 EMB Nil yes 26.87Km2 GSB Nil Nil 18.815KM3 WMM Nil Nil 13.10KM4 DBM Nil Yes 12.500KM5 BC Nil - Nil

Structure:% progress of structure as reported by Concessionaire in MPR June-14 is exaggerated. It should be as follows:-

Sl. No. Description Total Scope % Completed as reported in MPR

% Competed as assessed by IE

1. Box Culvert 100 84 782. Minor Bridge 17 93 913. Major Bridge 3 88 764. ROB 5 84 815. Flyover 2 84 81



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The difference is for the quantum of balance work which is as follows.

Major Bridge

1.At Ch-145+162 Sl. No. Balance Work Quantity

1 Pre stressing of Girder

6 Nos.

2 Slab 3 Nos.

2. At Ch-206+436

Sl. No. Balance Work Quantity1 Precast Segment 85 Nos.2 Erection and launching of Segments 292 Nos.3. Stressing of Segments 15 Spans.

If the concessionaire has to squeeze it to 31st December 2014 they have to make additional mobilization. The approach form Gandak Bridge to VUP at Ch. 207+031 to be taken up. With the present mobilization it cannot be completed by 31st Oct 2014 as assured by Concessionaire vide their letter no.-CHEL/HO/NH-19/2014/20180 dated 20.06.2014. ROB 1.At Ch. 143+974

Sl. No. Work Balance Quantity1 Piles 3Nos.2 Pile cap 1 Nos.3. Pier 1 Nos.4. Pier Cap 4 Nos.5. Slab 3 Nos.6. Pre stressing of girder 5 Nos.

2.At Ch. 150+984Sl. No. Balance Work Quantity

1. Slab 3Nos.

3.At Ch.-157+860Sl. No. Balance Work Quantity

1. Slab 3 Nos.

4. At Ch.-177+182Sl. No. Balance Work Quantity

1 Pier Cap 1No.



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2 PCS 14 Nos.3. prestressing 14 Nos.4. RCC Girders 5 Nos.5. Slab 10 Nos.

Approach from both sides of the bridge yet to be taken up. 5. At Ch. - 209+318

Sl. No. Balance Work Quantity1 Girder 20 Nos.2 Slab 6 Nos.

Approach from VUP at Ch.209+050 to ROB at Ch. 209+318 to be taken up.Flyover1.At Ch-207+768

Sl. No. Balance Work Quantity1 Pile 10 Nos.2 Pile Cap 2 Nos.3. Pier 2 Nos.4. Girder 13 Nos.5. Slab 4Nos.

2. At Ch 209+530Sl. No. Balance Work Quantity

1. Girder 5 Nos.2. Slab 3 Nos.

B) IC’s overview on quality of work and material used and their sources.1) WMM Plant is not at all working and WMM mix is produced manually. This is not in conformity with the procedure laid down is the QAM Para no-5.3 submitted by the concessionaire HM plant at Nayagaon and Batching Plant at Dighwara are working without printer. So it is difficult to keep a check on the quality.

2) This is no summery sheet for test report from QC department.F C) IC’s overview on safety on construction.

The NHAI’s Safety Audit team namely Moti MacDonald had visited the site on Last week of March- 2014 and had given their comments which the concessionaire is still to adopt.

D) IC’s view on lapses, defects or deficiency.

The Construction of R.E wall being carried out at CH -207+000 to 207+200 and 208+739 to 209+000 is more than 6 meters high which is not in conformity with CL .no. 7.15.1 of SP-84.

E) Review meeting with Authority.-:



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1. 16.06.2014-: Meeting With Member PPP on Progress of Work2. 19.06.2014-: Meeting with RO at RO office Patna.3. 22.06.2014-: Meeting With Member PPP on Progress of Work

F) NCR’sNo. of NCR’s issue during month of June - 2014 NilNo. of NCR’s closed during the month of June – 2014 Nil

Inspection Report For the Month of June-2014 CHHAPRA – HAJIPUR ROAD PROJECT OF NH - 19


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ORGANIZATION CHART

Acting Team Leader P. K .Srivastava

Sr. Bridge Design Engineer

D. P Singh

Legal ExpertKirti Sharma

Road Safety Expert

Dr. Sarkar

Sr. Pavement Specialist

D.N Prasad

Highway Design Engineer

N. Swarnam

Resident cum Highway EngineerP. K .Srivastava

Traffic & Trans. Expert

Dr. Srivastav

Financial ExpertDharamveer

Singh

Bridge/Structural Engineer S.

Ghosh

Sr .Quality cum Material Expert

KK Pandey

Asst. Quality cum Material

Engr-I

Asst .Quality cum Material

Engr-II

Asst. Bridge structural Engineer-I

Asst. Bridge structural Engineer-II

Electrical Engineer

Environmental Engineer

HTMS/Toll Expert

Hort. cum Landscaping Expert

Survey Engineer 01

Asst. Highway Engineer-1

Mukesh

Asst. Highway

Engineer-2

CADExpertSurvey

Engineer 02

QuantitySurveyor

Office Manager : - Mukesh Chandra UpadhyayAccountant : - Kulbeer SinghCashier : - Amod Kumar sahaniSecretary : - Anil Kumar TiwariComputer Opt. : - Bablu Kumar MishraPhotocopy Machine Opt. : - Dhiraj Kumar

Survey Team



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The key professional staff and sub-professional staff Mobilization at site as per following details.

Sl. No. Name DesignationDate of

MobilizationKey Professional

1 P. K. Srivastava Acting Team Leader/Resident cum Highway Engineer

19.09.11

2 S. Ghose Bridge Engineer 26.09.11

3 D. P. Singh Senior Bridge Engineer 01.06.124 N. Swarnam Highway Design Engineer 23.09.115 K.K Panday Senior Quality cum Material Expert 14.09.116 D.N.Prasad Senior Pavement specialist 03.01.127 Dr. Srivastava Traffic & Transportation Expert8 Dr.P. Sarkar Road Safety Expert 23.03.129 Dharamveer Singh Financial Expert 27.02.1210 Kirti Sharma Legal Expert 20.03.12

Sub-Professional 1 TBN Survey Engineer-I2 Vidya Kumar Survey Engineer-II 22.02.123 Ram Jee Assistant Highway Engineer-I 02.06.2014

4 Bhawesh Kumar Assistant Highway Engineer-II 30.01.125 TBN CAD Experts6 Ashok Kumar Assistant Bridge/Structural Engineer-I 04.01.127 Vikram Indrajeet Assistant Bridge/Structural Engineer-II 28.06.128 K. D. Narayan Assistant Quality cum Material Engineer-I 06.08.129 Ramesh Kumar

SinghAssistant Quality cum Material Engineer-II 22.02.12

10 TBN Electrical Engineer11 TBN Environmental Engineer12 TBN HTMS/Toll Expert13 TBN Quantity Surveyor14 TBN Horticulture cum Landscaping Expert

SCOPE OF WORK



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The Concessionaire, CHHAPRA - HAJIPUR EXPRESSWAYS LIMITED, has appointed Madhucon Projects Limited to execute the Chhapra – Hajipur Section of NH-19 Starting from Km. 143+200 to Km. 209+940 in the State of Bihar. The project constitutes of 15.35 kms. of Two Lane Bypass, 22.95 Kms. of Four Lane Bypass and Strengthening & Widening of the existing carriageway of 28.44 Kms. Total 66.74 Kms Length.

Abstract of Major quantities

Sl. No Description of Item Unit Quantity

1 Clearing and Grubbing Hect. 248

2 Excavation Cum 99,010

3 Embankment Cum 36,38,862

4 Sub grade Cum 8,26,966

5 Granular Sub Base Cum 3,43,124

6 Wet Mix Macadam Cum 2,60,326

7 Dense Graded Bitumen Macadam Cum 1,41,282

8 Bitumen Concrete Cum 46,057

9 Pavement Quality Cement Concrete Cum 6,491

10 Dry Lean Cement Concrete Cum 3,245



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Road Work:

Item L/S(in KM) R/S(in KM)

Encumbrance free length. 51.740 39.00

Subgrade 7.96 8.16

G.S.B. 6.67 4.42

WMM - -

DBM Main Carriageway 12.040 11.850

Services road 0.510 0.660

DBM Total 12.550 12.510

D.L.C in progress

From(km) To(km) Side

174+700 175+235 L/S

174+700 175+235 R/S

Total DLC in Progress LHS 0.535 Km RHS 0.535Km

P.Q.C in Progress

From(km) To(km) Side

174+700 175+235 L/S174+700 175+235 R/S

Total PQC in Progress LHS 0.535Km RHS 0.535 Km



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LHS RHS

Lab & Equipments:One lab is established near Gandak Bridge, Sonpur site camp (Ch: 205+650) LHS and mobilization of equipments is in progress. Another two lab mobilization is in progress at Dighwara camp (Ch. 179+860) R/S and at Nayagaon Base Camp at Ch: 191+800(LHS) No M.E is present at laboratories form EPC contractor side also there is no vehicle for sampling and FDD and no skilled labour for testing.Detail of Batching Plant:Batching plant in working condition without printer at Ch: 179.860 (RHS) and with printer at Ch: 205+650 (LHS).WMM Plant in break down condition at 191+800 (LHS) and Plant under erection at Ch: 205+000LHS. H.M. plant in working condition without printer at Ch.191+800(L/S), and plant under erection at Ch-205+000 (LHS)

Test Performed Total test for the Month of June -2014Tested Passed fails

Earth WorkProctor test 0 0 0Atterberg Limits 0 0 0Grain Size analysis 0 0 0F.S.I 0 0 0C.B.R 0 0 0Calibration of R.M.M 0 0 0Calibration of sand pouring cylinder 0 0 0Field Dry Density Test 0 0 0



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G.S.BGradation/Sieve analysis 0 0 0Atterberg limit 0 0 0Water absorption 0 0 010% fineness 0 0 0Proctor 0 0 0C.B.R 0 0 0

Wet Mix MacadamGrading/ Sieve analysis 0 0 0Atterberg limit 0 0 0A.I.V 0 0 0F & E Index 0 0 0Water absorption 0 0 0Proctor 0 0 0Loss – Angles – Abrasion Test 0 0 0

Fine AggregateGradation/ Sieve analysis 7 7 0Fineness modulas 7 7 0

Coarse AggregateGradation/ Sieve analysis 12 12 0A.I.V 7 7 0F.I. 6 6 0Sp. gravity & water absorption 0 0 0Bulk density 0 0 0

CementNormal consistency 0 0 0Initial & final setting time 0 0 0Fineness of cement 0 0 0Soundness of cement 0 0 0Mortar cube test for cement 0 0 0Compressive Strength -3 days 0 0 0Compressive Strength -7 days 1 1 0Compressive Strength -28 days 1 1 0

ConcreteCompressive strength- 7 days 7 7 0Compressive strength- 28 days 45 45 0Flexural Strength of Beam 28 days 0 0 0

Dry Lean Concrete (DLC)Gradation/Sieve analysis 0 0 0Compressive Strength-7 days 1 1 0

EmulsionEvaporation Test 2 2 0

BitumenPenetration test 2 2 0Softening point test 2 2 0



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Ductility test 1 1 0Bituminous Mixes (DBM)

Dry gradation/Mix gradation 0 0 04 0 0 0Flakiness & Elongation Index 0 0 0Water absorption & specific gravity 0 0 0Bitumen Extraction tests. 1 1 0Loss – Angles – Abrasion Test 0 0 0Marshall stability test 0 0 0Density of Bituminous core 0 0 0Striping value of aggregate 0 0 0

Calibration of Mould(for its weight)CBR Mould 0 0 0Proctor Mould 0 0 0Container 0 0 0

Serial Number Description Structure (in Nos)

Total Structures as per Site Condition

Completed In Progress Yet to be Started

1 Bridges

Major Bridges 3 0 3 0

Minor Bridges 17

13(Protection

work remaining)

4 0

2 ROB

ROB 6 0 5 1

3 Fly Overs

Fly Overs 2 0 2 0

4 Underpasses

VUP 3

3(Protection

work remaining)

0 0

PUP 2 0 0 2



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5 Box Culverts

Box Culverts 100

60(Protection

work remaining)

27 13

STATUS OF STRUCTURAL WORKS UPTO 30th June-2014

Type of Structure (Chainage) Status Major Bridge

1 145+162A1, P1, A2 Pier cap Completed.P2 pier in progress Girder Casting Completed.

2 183+209

(1) P1- to P4- Piling work completed.(2) A1 & A2 –Piling work in progress.(3) P2 to P3 pier is in progress.

3 206+436

Super structure207 Nos. segment completed out of 292 Nos.

Fly over

1 207+768 Foundations piling work completed R/S

4 Nos. Pier cap completed R/S , 2 pier cap completed L/S Superstructure: - 11nos. pre cast girder completed out of 24 nos.two span (A1-P1, P2-A2 deck slab completed).2 Nos. deck slab completed out of 6 Nos.

2 209+530 10Nos of pier cap completed 2 lane LHS ,P2 -P9 (7 span) deck slab completed out of 10 ,

35 Nos. Pre-cast Girder completed Out of 40



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Type of Structure (Chainage) Status R.O.B

1 143+974

A1- Pier ProgressP1- Pier progressP2-Pilling work is in progress, 3 Pile balance.A2-Pier progress, 12 girders casted out of 12. Stressing of girder started.

2 150+984 4 Pier cap completed. Girders 4 nos. completed out of 4 girders. Prestressing of girder done. Concreting of Slab balance

3 157+860 4 Nos. of Pier Cap Completed, Girder 4 nos. casting completed, prestressing of girder done. Concreting of Slab balance

4 177+182 Pier cap in progress11 Nos. Pier cap Completed, out of 12, Girder casting is in progress. Stressing of girder done for 10 no. out of 24, RCC girder 11 Nos. casted out of 16, PSC girder 10 Nos. casted out of 24.

5 188+235 Work not started

6 209+318 7 pier caps completed. Girder 4nos. completed. Out of 24

Underpass Status1. 205+871 Protection work balance2. 207+031 do3. 209+050 do 4. 204+377 Not Started 5. 176+928 Proposal of COS to be submitted by the

concessionaire



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STATUS OF MINOR BRIDGE WORKS UPTO 30th June -2014Chainage

(Kms) LHS RHS

Protection works

Super structure

Abt/Pier Cap

Sub-structure Foundation Excavation Part Excavation Foundation Sub-

structureAbt/Pier

Cap Super

structure Protection

works

143+508 Abutment

Piers

146+512 Abutment

Piers

148+495 Abutment

Piers

152+430 Abutment

152+933 Abutment

Piers

153+210 Abutment

155+365 Abutment


(Kms) LHS RHS



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Protection works

Super structure

Abt/Pier Cap

Sub-structure Foundation Excavation Part Excavation Foundation Sub-

structureAbt/Pier

Cap Super

structure Protection

works

156+250 Abutment

157+175 Abutment

157+495 Abutment

Piers

158+864

172+189 EXISTING BRIDGE Abutment

Piers 185+921 Abutment 187+037 Abutment

Piers


(Kms) LHS RHS



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Protection works

Super structure

Abt/Pier Cap

Sub-structure

Foundation Excavation Part Excavation Foundation Sub-structure

Abt/Pier Cap

Super structure

Protection works

194+718 Abutment Piers

203+156

Abutment EXISTING BRIDGE

Piers

204+535 EXISTING BRIDGE Abutment

Piers

Legend : Completed

Work in Progress



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STATUS OF BOX CULVERT WORKS UPTO 30th June -2014Sl.

No. LHS Chainage as per RHS Remarks

Protection works

Bac

k Fill

Slab

Walls

Base Raft PCC

Excavation

Design

Excavation

PCC

Base

Raft

Walls

Slab

Back

Fill

Protection works

1 144+374 2 144+424 3 145+590 4 145+960 5 146+061 6 146+315 7 147+447 8 148+059 9 148+225

10 149+357 11 149+516 12 149+673 13 150+279 14 150+472 15 150+696 16 151+177 17 151+347 18 151+495 19 151+705 20 152+49021 153+770 22 153+947 23 153+990 24 154+215 25 154+628 26 155+051 27 155+866 28 156+105 29 156+625 30 158+892 31 159+603

STATUS OF BOX CULVERT WORKS UPTO 30th June -2014Sl.

No. LHS Chainage as per RHS Remarks

Legend: Completed Work in progress



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Protection works

Bac

k Fill

Slab

Walls

Base Raft

PCC

Excavation

Design

Excavation

PCC

Base

Raft

Walls

Slab

Back

Fill

Protection works

32 159+931 33 160+345 34 161+448 35 161+850 36 162+517 37 163+581 38 163+990 39 164+642 40 164+958 41 165+818 42 166+183 43 166+698 44 167+982 45 168+770 46 169+590 47 170+450 48 170+815 49 176+452 50 176+865 51 177+421 52 177+930 53 178+332 54 178+832 55 179+232 56 179+840 57 180+251 58 180+581 59 180+825 Existing Culvert 60 180+975 61 181+129

Sl. No. LHS Chainage as per RHS Remarks

Protection works

Bac

k Fill

Slab

Walls

Base Raft PCC

Excavation

Design

Excavation

PCC

Base

Raft

Walls

Slab

Back

Fill

Protection works

62 181+284




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63 181+335 64 182+209 65 184+050 66 184+762 67 186+145 68 187+370 69 187+790 70 188+287 71 188+686 72 189+255 73 189+955 74 190+288 75 190+838 76 191+072 77 191+861 78 191+877 79 192+238 80 193+286 81 193+888 82 194+388 83 195+338 84 195+690 85 196+187 86 196+783 87 197+288 88 197+888 89 198+390 90 199+389 91 199+826

STATUS OF BOX CULVERT WORKS UPTO 30th June -2014l. No. LHS Chainage

as per RHS Remarks

Protection works

Bac

k Fill

Slab

Walls

Base Raft PCC

Excavation

Design

Excavation

PCC

Base

Raft

Walls

Slab

Back

Fill

Protection works

92 200+288 93 200+855 94 202+616 95 202+658



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96 203+22097 203+398 98 204+238 99 204+907

100 205+085

STATUS OF HIGHWAY AND STRUCTURES DRAWING AS ON 30th June -2014

Sl.No Description of the Drawing Status of Drawings (in Nose) Remarks

Submitted by Concessionaire for Review Reviewed by IC

GFC received

A HIGHWAYS

1 Typical Cross Sections 13 13 13

2 Plan & Profile 64.891 Km 64.891 Km 64.891 Km

3 Km is yet to submit

for review

3 Detailed Cross Sections Not Submitted - -

4 Service Road 10 10




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5 Major Junction 12

Reviewed and

commented for

correction

-

6 Minor Junction (Typical) Not Submitted - -

7 Toll Plaza (GAD) 3

Reviewed and

commented further

details had submit

-

8 Truck Lay-Bay (Typical) 4Reviewed

and commented

-

9 Bus Bay (Typical) 2Reviewed

and commented

-

10 Median Opening (Typical) Not Submitted - -

Segment casting of precast box girders for superstructure of Gandak Bridge

P3 Gandak Major Bridge shutting for pier caps in progress

inspection report for the month of june -2014 chhapra ...nhai.org.in/spw/iereport/inspection report...

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