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TABLE OF CONTENTS1. INTRODUCTION

2. EXECUTIVE SUMMARY

3. GENERAL PROJECT INFORMATION ANDORGANIZATION STRUCTURE

4. CONTRACT DETAILS

5. SALIENT FEATURES OF THE PROJECT

6. MOBILIZATION OF STAFF AND RESOURCES

7. PHYSICAL PROGRESS

8. QUALITY CONTROL AND MATERIALS

9. STATUS OF SUBMITTALS

10. PROJECT MEETINGS

11. SITE INSPECTION REPORTS AND PHOTOGRAPHS

12. NON-CONFORMANCE REPORTS

FIGURE; 1 LOCATION MAP

FIGURE; 2 PROJECT ORGANIZATION CHART

PROJECT PHOTOS

MONTHLY PROGRESS REPORT FOUR LANNING OF PATNA OF JUNE 2014 BUXAR SECTION OF NH 30 & 84BLOOM COMPANIES LLC FROM KM 0.00 TO 124.85 ININDEPENDENT ENGINEER THE STATE OF BIHAR

SECTION – I

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As per the Concessionaire the details of Execution of Escrow Agreement has been submitted to NHAI.

4. DETAILS OF ALL THE APPLICABLE PERMITS SPECIFIED IN SCHEDULE OF CONCESSION AGREEMENT The status of the Concessionaire’s submission of the details of Applicable Permits is incomplete and needs to be complied before the appointed date.

5. PERMISSION OF STATE GOVERNMENT FOR CUTTING OF TREES IN NH 84 Approval of the proposal Submitted by NHAI to MoEF for diversion of forest land is awaited. Stage 1 clearance is obtained. Final clearance for MoEF is yet to be done.

6. DETAIL OF SAFETY PROVISION MADE BY CONCESSIONAIRE DURING PRE-CONSTRUCTION AND CONCESSION PERIOD Concessionaire has observed the 24’Th Road Safety week starting from 1’St Jan 2013 by displaying the Safety Banners and awareness program at various stretches in the Project Highway.

7. DETAIL CONSTRUCTION DESIGNS, CONSTRUCTION METHODOLOGIES, QUALITY ASSURANCE PROCEDURES IN ACCORDANCE WITH COMPLETION SCHEDULE Q OF CONCESSION AGREEMENTThe Concessionaire has submitted the Pavement Design Report which has been reviewed and returned with observations.The Concessionaire has submitted the Quality Assurance Procedure vide letter no. PBHL/PATNA/TECH/NHAI-PIU/2013/16 dated: 21-02-2013, which has been reviewed and returned vide letter no. Bloom/Bi/Pat-Bux/2013/03/141 dated: 04-03-2013.The Concessionaire has submitted the Construction Methodology Manual vide letter no. PBHL/PATNA/TECH/BLOOM/2013/40 dated 02-03-2013 and the same has been reviewed and returned vide letter no Bloom/Bi/Pat-Bux/2013/03/145 dated 13-03-2013.The Concessionaire has submitted the Plan and Profile drawings for i) Design CH Km 72.8 to Km 74.2, Km 76.1 to Km77.1, Km 85.1 to Km88.5 and Km 90.4 to Km100.0 vide letter no PBHL/PATNA/TECH/NHAI-PIU/2013/62 dtd 24-05-2013 and ii) Design CH. Km 100.0 to Km 104.4, Km 106.3 to Km 107.0 and Km 109.9 to Km 121.0 vide letter no PBHL/PATNA/TECH/NHAI-PIU/2013/63 dtd 28-05-2013. The same has been reviewed and returned by the IE. The Concessionaire has submitted the GAD of bridges across rivers, Sone and Ganga vide letter no. PBHL/PATNA/TECH/IE/2013/065 dated 06.06.2013. The same has been returned with observations by IE.More submissions of Design and drawings of 1 major and 3 minor Bridges were made by the Concessionaire vide letter no. PBHL/PATNA/TECH/IE/2013/79 dated

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05-07-2013, which has been reviewed by IE with some observations vide letter no. Bloom/Bi/Pat-Bux/2013/07/221 dated 19-07-2013.

No progress in design submissions during the month.

8. STAKING OUT OF PROPOSED CENTRE LINE Concessionaire has started the Staking out of proposed centerline from design CH KM 36.00 to KM 125.00. There was no activity at site by the Concessionaire’s team.

9. ESTABLISHMENT OF TEMPORARY BENCH MARKS AND FIXING OF ROW PILLARS.Concessionaire had started the establishment of Temporary Bench Marks, fixing of ROW pillars, traverse survey etc, but not fully completed. No activities reported at site during the month.

10. IDENTIFICATION OF QUARRY AND PLANT SITEConcessionaire’s has identified the plant site and some Quarry sites. Testing of Borrow area materials started and stopped. No activities carried out during the month.

11. ESTABLISHMENT OF LABORATORY AT PLANT SITESConcessionaire’s Central Laboratory and Camp site at Bihiya, Km.70 + 500 was temporarily functional from 5th May’13.Another camp site at Km 103, near Dumraon has also been finalized to establish second laboratory.The Site Laboratory at Ganga River (Buxar) and at Koilwar (near Ara) has also been identified and construction was in advanced stage. The erection of Concrete Batching& Mixing plant was in progress at Koilver site.Installation of some major plants at Central yard was being carried out. However, no intimation of the establishment of laboratory has been given by the Concessionaire to IE. No activities in the camp site & at laboratory at Koilver Bridge and central camp during the month. Demobilization of some machinery has been noticed at Central Camp site.

12. MOBILIZATION OF MACHINERIESFinalization of EPC contract has been done and details have been submitted to NHAI. Some Machinery for concrete works has arrived at Koilver site. No intimation of mobilization of machineries given by the Concessionaire. Demobilization of some machinery has been reported at site during the month.

13. DEPLOYMENT OF KEY PERSONAL AND OTHER STAFF

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Deployment of EPC staff is under progress at Bihiya Camp and Koilver site, but details of staff have not yet been submitted to IE. Demobilization of the staff has been noticed from Koilver Camp sites.

14. CONSTRUCTION ACTIVITIESSome pre-construction activities including ROW pillar fixing, centre line marking and establishing of TBM have commenced from Buxar end and near Koilver site. There is no progress at all in the Pre-Construction activities including the maintenance work during the month.

2.3 FINANCIAL PROGRESS:

Not applicable at this Stage of the Project.

SECTION – IIIGENERAL PROJECT INFORMATION AND ORGANIZATION STRUCTURE

3.1 GENERAL:The National Highway Authority of India (NHAI) on behalf of Ministry of Shipping, Road Transport and Highway (MoRTH), Government of India have taken up the development of various National Highway corridors where the intensity of Traffic has increased significantly and there is requirement of augmentation of capacity for safe and efficient movement of Traffic. The development of these corridors has been planned for implementation under Four Lanning of NHDP Phase-III Program. The Project Road namely the Patna-Buxar section is

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connecting Patna (The Capital city of the State of Bihar) and Buxar town (on Bihar/Uttar Pradesh Border) and is implemented on DBFOT basis. The Project Corridor between Patna and Buxar passes through the plain terrain in the State of Bihar through three District viz. Patna, Bhojpur and Buxar. The Project Road starts from Saristabad, Patna and ends at Junction of NH-84 near Bharoli Golamber (KM 75.0) with NH-19 (KM 46.500). The Road Section from Patna to Ara is a part of NH-30 and from Ara to Bharoli Golamber is a part of NH-84.An Index Map showing the location of the Project Road is attached in Figure 1.The Project Highway comprises of NH-30 & 84 from Km. 0.000 to Km. 124.850 (approx. 125.443 Km. in Length).For the realization of the above-mentioned Project, a Concession Agreement between the NHAI and Patna-Buxar Highway Project Limited was made. Bloom Companies, LLC, USA has been appointed as the Independent Engineer for the said Highway Project.

3.2 SCOPE OF WORKS:

The DBFOT Project basically Constitute Up-Gradation involving Construction of Four Lane Highway including Bridges; Widening and Rehabilitation of Bridges and Culvert; Construction of Embankment/Elevated Structures/ROBs wayside Amenities etc. along the existing Highway including provision of Realignment and By Passes. The proposed Construction works will involve use of Modern Equipment and Construction Practices/Techniques. The scope of works shall include the following Project Facilities:

Toll Plaza(s); Roadside Furniture; Street Lighting; Pedestrian Facilities; Landscaping and Tree Plantation. Truck Lay-Byes; Bus-Bays and Bus Shelters; Traffic Aid Posts; Medical Aid Posts; Vehicle Rescue Posts; Telecom System;

3.3 INDEPENDENT ENGINEER:

The Concession Agreement envisages the appointment of an Independent Engineer (IE) by the National Highway Authority of India. The Consultant has given in-depth consideration to ensuring they have the right team combination to undertake the Project Works. From its extensive experience on similar Projects in India and in other developing countries, the Consultant has provided a work organization and management system to ensure that the Project Works run smoothly, quality product is received and to the complete satisfaction of the NHAI. The Consultant’s Team Leader/Consultant’s Representative shall be responsible for the overall direction of the Project and is responsible for the quality of services provided and shall regularly inspect the Project and direct policy in achieving Quality Project Management. The Team Leader/Consultant’s Representative shall liaise with the Employer, in

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policy matters concerning the Project and the performance of supervisory staff on site. IE would be responsible for the Construction Supervision Team. IE would ensure that the review of the designs/drawings/specifications for the entire Project is undertaken to a high degree of precision. IE would also manage the Construction supervision team.

The IE has mobilized required staff on the project since April 02, 2012.Based on the directions from the Project Director, NHAI. The Independent Engineer has started mobilizing required staff for the Buxar Office which included the Professional, Sub-Professional and Office Staffs directed by Project Director NHAI.

The Consultant’s Project Organization Structure is shown in Figure 2.

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FIGURE: 2 PROJECT ORGANIZATION STRUCTURE OF IE, PATNA-BUXAR SECTION OF NH 30 & 84

R.K. SINGHAHE

A. K. SINGHAHE

KNSP KAMARAJU , TEAM LEADER CUM SENIOR HIGHWAY ENGINEER

TARUN MATHURSENIOR BRIDGE

DESIGN ENGINEER (DEMOBILIZED)

ABHAY MISHRAHIGHWAY

DESIGN ENGINEER-1

TBNHIGHWAY

DESIGN

TBNSENIOR PAVEMENT

SPECIALIST

SATYATALLAMARAJU

TRAFFIC D.S.CHAUHANOM

ASIF ZAFARROAD SAFETY

PANKAJ CHANDERFINANCIAL EXPERT

R.S.MAHTORESIDENT ENGINEER

CUM HIGHWAY-1

TBNSENIOR QUALITY CUM MATERIAL ENGINEER

CA MINIBRIDGE/ STRUCTURAL

ENGINEER

DEEPAK AGGARWAL

LEGAL

PRANAY KUMARRESIDENT CUM

HIGHWAY ENGINEER -2

K. SAMEER

TBNAME

TBNAME

TBNAME

TBNABE

JANARDAN PRASADABE

TBNABE

TBNABE

TBNAHE

TBNAHE

RADHESHYAM SHARMA

DILIP SHARMA

DEEPAK KUMAROFFICE BOY

SUNNY GUPTAPHOTOCOPY OPERATOR

SANNY KUMARCOMPUTER

KHUSHBU KUMARISTENO

BANTY KUMARICASHIER

VINOD KUMARACCOUNTANT

TBNOM

SUDIP K. SINHAACCOUNTANT

DEVENDRA K. SINGHCASHIER

SANJAY KUMARPCMO

RAKESH KUMAR SINGHOFFICE BOY

TBN

TBN

MR.ALOK DIPANKARREGIONAL OFFICER (NHAI)PATNA

EMPLOYERNational Highway Authority of India (NHAI)

MR.SAJID PATELINDEPENDENT ENGINEER PROJECT DIRECTOR

CEO OF BLOOM

MR.ROHIT KUMAR Dy. MANAGER (TECH), NHAI

TBNSURVEY

TBNSURVEYENGINEE

R

TBNSURVEYE

TBNSURVEYENG

MR. V.B.SINGHPROJECT DIRECTOR NHAI, PIU PATNA


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Road Length 125.443 Km.

Service Road Total Length of both sides 4.50 Km.

Bypass 3 Nos.

Realignment of existing Road 13 Realignment

Major Intersection 34 Nos.

Minor Junction 63 Nos.

Pavement Type Flexible and Rigid (In Toll Plaza Area)

Major Bridges 9 Nos.

Minor Bridges 19 Nos.

ROB 1 Nos

Pedestrian Underpass 2 Nos.

Vehicular Underpass 4 Nos.

Slab Culverts 46 Nos.

Pipe Culverts 56 Nos.

Box Culverts 98 Nos.

Road Length 125.443 Km.

Service Road Total Length of both sides 4.50 Km.Bypass 3 Nos.

Realignment of existing Road 13 Realignment

Major Intersection 34 Nos.Minor Junction 63 Nos.

Pavement Type Flexible and Rigid (In Toll Plaza Area)

5.2 Project Facilities

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Toll Plaza Two Locations

Roadside furnitureAs per Manual of Specifications

and Standards referred in Schedule D

Street LightingAs per Manual of Specifications


Pedestrian facilitiesAs per Manual of Specifications


Landscaping and tree plantationAs per Manual of Specifications


Truck Lay-byes Two LocationsBus bays / Bus Shelter 33 Nos.

Traffic Aid Post Two LocationsMedical Aid Post Two Locations

Vehicle rescue posts Two Locations

Telecom systemAs per Manual of Specifications

and Standards


5.3 STRUCTURE DETAILS

(A) New Structure: -

SL.NO. DESCRIPTION UNIT TOTAL

1. Major Bridges Nos. 112. Minor Bridges Nos. 353. ROB Nos. 24. Pedestrian Underpass Nos. 4

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5. Vehicular Underpass Nos. 66. Slab Culverts Nos. 817. Pipe Culverts Nos. 898. Box Culverts Nos. 190

TOTAL = 418

(B) Rehabilitation of Existing Structure: -

SL.NO. DESCRIPTION UNIT TOTAL

1. Major Bridges Nos. 72. Minor Bridges Nos. 33. ROB Nos. -

4. Pedestrian Underpass Nos. -5. Vehicular Underpass Nos. 26. Slab Culverts Nos. 117. Pipe Culverts Nos. 238. Box Culverts Nos. 6

TOTAL = 52

5.4 DETAILS OF BYPASSES/REALIGNMENT

(A) Bypass

Sl.No. Name of Bypass Design Change(Km) Length(Km)

LaneConfiguration

From To1 Patna Bypass 0.000 17.200 17.215 4-Lane

2 Ara Bypass 44.850 56.600 11.750 4-Lane3 Shahpur/Ranisagar

Bypass77.100 85.070 7.970 4-Lane

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(B) Realignments

S.No. Name of Realignment Design Change(km)

Length(Km)

LaneConfiguration

From To1 Jagdishpur Realignment 17.700 19.300 1.600 4-Lane2 Ahiyapur Realignment 20.600 22.200 1.600 4-Lane3 Kanhaulli Realignment 22.700 24.300 1.600 4-Lane4 Srirampur Realignment 25.800 28.500 3.278 4-Lane5 Bihta Chowk

Realignment28.500 29.800 1.300 4-Lane

6 Sone BridgeRealignment

33.250 37.500 4.250 4-Lane

7 Bibigung Realignment 59.100 60.200 1.100 4-Lane8 Gajjrajgunj Realignment 63.700 66.100 2.400 4-Lane9 Bihiya Realignment 70.800 76.100 1.900 4-Lane

10 Sariya/BiloutyRealignment

74.200 76.100 1.900 4-Lane

11 Barhampur Realignment 88.500 90.400 1.900 4-Lane12 Naya Bhojpur

Realignment104.400 106.300 1.900 4-Lane

13 Purana BhojpurRealignment

107.000 109.900 2.900 4-Lane

5.5 Details of Service/Slip Roads

Sl. No. Design Chainage (Km) Length (Km) Width (m) Side

From To1 27.800 29.800 2.00 7.00 Both Side2 14.100 14.350 0.25 7.00 Both Side

The Total Length of Both Side Service/Slip road is 4.50 Kms

5.6 Details of Proposed ROW

Sl. No. Design Change (Km) Length(Km) Proposed ROW(meters)From To

1 0.000 8.300 8.300 60Sta Backward 8.300=Sta forward 8.285

2 8.285 26.300 18.015 60

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Sta Backward 26.300=Sta forward 25.722

3 25.722 44.850 19.128 604 44.850 124.850 80.000 60

Project Highway Length(Km) 125.443

5.7 Major Intersections

Sl.No. Location

Design Chainage

(Km)Proposal

Lane

Configuration

1. Start of Project Road 0+000 At Grade 4 Lane2. Bhusaula/NH-98 Inter Section 10+750 At Grade 4 Lane3. To Neoraganj 16+200 At Grade 4 Lane4. To Neoraganj 17+200 At Grade 4 Lane5. Start of Jagdishpur Realignment 17+700 At Grade 4 Lane6. End of Jagdishpur Realignment 19+300 At Grade 4 Lane7. Start of Ahiyapur Realignment 20+600 At Grade 4 Lane8. End of Ahiyapur Realignment 22+200 At Grade 4 Lane9. Start of Kanhaulli Realignment 22+740 At Grade 4 Lane

10. End of Kanhaulli Realignment 24+250 At Grade 4 Lane11. Start of Srirampur Realignment 25+740 At Grade 4 Lane12. End of Srirampur Realignment 27+300 At Grade 4 Lane13. End of Bihta Realignment 29+700 At Grade 4 Lane14. Start of Koilwar Realignment 33+800 At Grade 4 Lane15. End of Koilwar Realignment 34+900 At Grade 4 Lane

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Sl.No. Location

Design Chainage

(Km)Proposal

Lane

Configuration16. End of Sone Realignment 37+600 At Grade 4 Lane17. Start of Ara Bypass 44+880 At Grade 4 Lane18. End of Ara Bypass 56+660 At Grade 4 Lane19. Start of Gajrajganj Realignment 63+700 At Grade 4 Lane20. Crossing of Gajrajganj

Realignment65+300 At Grade 4 Lane

21. Start of Bihiya Realignment 70+800 At Grade 4 Lane22. End of Bihiya Realignment 72+800 At Grade 4 Lane23. Start of Seriya Belauti


24. End of Seriya Belauti Realignment

76+100 At Grade 4 Lane

25. Start of Shapur Ranisagar Bypass


26. End of Shapur Ranisagar Bypass 85+070 At Grade 4 Lane27. Start of Brahampur


28. End of Brahampur Realignment 90+400 At Grade 4 Lane29. Start of Naya Bhojpur


30. End of Naya Bhojpur Realignment


31. Start of Purana Bhojpur Realignment


32. End of Purana Bhojpur Realignment


33. Buxar-Chausa Road (SH-13) 122+273 At Grade 4 Lane34. NH-30&NH-19 Jn. (Ghazipur-

Patna)124+800 At Grade 4 Lane

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5.8 Minor Junctions

Sl. No.

DesignChainage

(Km)

Ex.Chainage Side

LaneConfigura

tion

Type ofCross Road Description

1. 10+605 Realignment

Left/Right 4 Lane BitumenRoad

Bhusauolla Danapur Village


Left/Right 4 Lane Gravel Road Muhmadpur Kurji Village



Intersection with existing Sivala- Danapur Road



Neoraganj Bypass



Near start of Jagdispur Bypass



Near End of Jagdispur Bypass



Near start of Ahiyapur Bypass



Near end of Ahiyapur Bypass



Near start of Kanhaulli Bypass



Kanhaulli Bypass



Near start of srirampur Bypass



Srirampur Bypass

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Sl. No.

DesignChainage

(Km)

Ex.Chainage Side

LaneConfigura

tion




Srirampur Bypass

14. 30+400 140+241 Right 4 Lane BitumenRoad

Katcsar

15. 34+050 136+570 Left/Right 4 Lane BitumenRoad

Village


Village


Koilwar

18. 39+035 131+215 Left 4 Lane BitumenRoad

Kulhariyan Railway Station


Kulhariyan


Songattha


Sikaddi


Gidha


Gidha


Gidha


Hindhustan Petrolium Gas

Factory26. 44+562 125+543 Right 4 Lane Bitumen

RoadVirampur



Village





Village


Left 4 Lane BitumenRoad

Ara


Right 4 Lane BitumenRoad

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Sl. No.

DesignChainage

(Km)

Ex.Chainage Side

LaneConfigura

tion



Bompali


Rampur Milki


Rampur Milki


Bishunpura


Pathanpur


Bibiganj


Masar (Nawad)

39. 63+025 13+112 Left 4 Lane ConcreteRoad

Karisath


Gajaraganj


Kalyanpur


Beerpur


Dubauli


Kuawan/Dubauli


Devkuli


Devkuli

47. 88+408 38+283 Left 4 Lane C. C. Road Purwa Tola

48. 90+000 39+825 Left 4 Lane C. C. Road Lalanji Dera


Darahara

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Sl. No.

DesignChainage

(Km)

Ex.Chainage Side

LaneConfigura

tion



Kathar


Naya Bhojpur


New Bhojpur


Naya Bhojpur


Dumraon Railway Jn.


Dumraon Railway Station


Nawadara


Chilhari


Parasiya


Harkrishnapur


Arjunpur


Buxar Battle Fiekld


Radha Enterprises


Ahirauli

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DETAILS OF NEW VEHICULAR UNDERPASSES AND REHABILITATION/REPAIR/WIDENING SCHEME FOR EXISTING UNDERPASSES

5.9 Construction of New Vehicular Underpasses

SL.No. Design Chainage (Km)

LaneConfiguration

Length (m) Utility/ Location

Span

1 14+100 4 Lane 12m Near Shiwala Chowk

1*12*5.5m

2 28+550 4 Lane 12m Near Bihta Chowk

1*12*5.5m

3 123+080 New 2-Lane +Existing

4.2m Buxar Underpass

1*4.2*5.5

4 124.500 New 2-Lane +Existing

5.0m Bharoli Underpass

1*5.0*5.5

5.10 Rehabilitation/Repair/widening Scheme for Existing underpasses

SL. No.

Name ofUnderpa

sses

Design Chainage

(Km)

Span Arrange

ment

Type of StructureDetails of

Rehabilitation/Repair

Details of WideningFounda

tionStructure

1Buxar

Underpass

123+080 1*4.2*5.5

Open RCC

Spelled concrete, exposed

reinforcement and other general repair as

per site condition

Nil

2 BharoliUnderpa

ss124.500 1*5.0*5.

5Open

Brick ArchPointing of brick

masonry, vegetation growth and other

general repair as per site condition

Nil

5.11 DETAILS OF PROPOSED PEDESTRIAN/CATTLE/UTILITY UNDERPASSES

Details of Proposed New Utility Passages:

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SL.No. Design Chainage(Km)

LaneConfiguration

Length(m) Utility/Location Span

1 1+025 4Lane 20m IOCL Pipeline 1*20*3m2 12+463 4Lane 20m IOCL Pipeline 1*20*3m

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5.12 DETAILS OF NEW MAJOR BRIDGES AND REHABILITATION/REPAIR/WIDENING SCHEME FOR EXISTING MAJOR BRIDGES(A) CONSTRUCTION OF NEW MAJOR BRIDGES

Sl. No. Proposed Span Arrangement

(Km)

1 Sikandarpur 139+753 30+828 Stream 11 x 10.75 1 x 12.0

2 Local Stream 1 139+197 31+397 Stream 10 x 9.45 1 x 12.0

3 Local Stream 2 138+498 32+081 Stream 13 x 9.45 1 x 12.0

4 Lekhantola 137+620 32+967 Stream 10 x 9.45 1 x 12.0

5 Sone River 133+428 36+050 Stream New 4 Lane 1 x 12.0

6 Nagri Nadi 125+376 44+748 Stream 4 x 21.50 4 x 21.50 1 x 12.0

7 Gangi Nadi New Bridge 47+270 Stream New 4 Lane 3 x 20 3 x 20 1 x 12.0

8 Bhitauli Nadi 23+200 72+870 Stream 1 x 12.0

9 Ganga River 123+700 Stream 1x 12.0

Name of Bridges

Existing Chainage

Design Chainage

Type of crossing

Proposed Structural

Configuration

Proposed Structure Type

Total Width of New Structure

LHS Carriageway

RHS Carriageway

New 2 Lane +Existing 2 Lane

Precast PSC Girder + Cast in situ RCC Slab

5 x 21.5 + 1 x 10.75



1 x 18.9 + 2 x 28.35 + 1 x

18.9

Existing 2 Lane + New 2 Lane


1 x 18.9 + 3 x 28.35 + 1 x

18.9

Existing 2 Lane + New 2 Lane


1 x 18.9 + 2 x 28.35 + 1 x

18.9

Precast PSC Box Segments

30 x 49.40 + 2 x 23.00

30 x 49.40 + 2 x 23.00





RCC Girder & Slab

1 x 20.35 + 1 x 21.37 + 1 x

20.35

1 x 20.35 + 1 x 21.37 + 1 x

20.35


PSC Balance Cantilever

Segmental Box Girder

1 x 55.06 + 10 x 101.22 +1 x

55.06

1 x 55.06 + 10 x 101.22

+1 x 55.0

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(B) REHABILITATION/REPAIR/WIDENING OF EXISTING MAJOR BRIDGES:-

Sl. No. Name ofBridges

Design Chainage

(Km)

Width Span Arrangement

Type of StructureDetails of

RehabilitationDetails of

RepairDetails of WideningFoundation Sub

StructureSuper

Structure

1 Sikandarpur

30+828 12.0 11 x 10.75 Open RCC

RCC Slab

Removal of median side Footpath,

Replacement of wearing course

with profile corrective

course, Replacement of

Handrails with crash barrier

replacement of approach slabs, Replacement of

expansion joints etc

Repairs in Old

drainage spout,

drain pipe, minor

repairs in soffit of

deck slab, substructur

e etc

NIL

2 Local Stream 1

31+397 12.0 10 x 9.45 Open RCCNIL

3 Local Stream 2

32+081 12.0 13 x 9.45 Open RCCNIL

4 Lekhantola 32+967 12.0 10 x 9.45 Open RCCNIL

Replacement of wearing course,

Repairs in Old

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5 Nagri Nadi 44+748 8.5 4 x 21.50 WellRCC

RCC Girder& Slab

Replacement of Handrails with

crash barrier replacement of approach slabs, Replacement of

expansion joints etc

drainage spout,

extension of drain

pipe, minor repairs to

superstructure,

substructure etc

NIL

6 Bhitauli Nadi

72+870 7.4 1 x 20.35 + 1

x 21.37 + 1 x 20.35

Open RCC RCC Girder& Slab


drainage spouts,

Replacement of handrails with metallic crash

barrier, Replacement of approach slabs

and pitching, Expansion Joints etc

Minor repairs to

superstructure,

Substructure,

Approach fill,

Strengthening of

Cantilever return wall

etc.

Widen to accommodat

e two lane section

Replacement of wearing course, replacement of

handrails with

Repair to drainage

spout,

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7Ganga River 123+700 10.8

1 1 x 55.06 + 10 x 101.22 +

1 x 55.06Well

RCC PSC BoxGirder Segments

metallic crash barrier,

reconstruction missing

footpath segments,

rehabilitation of existing hinges etc

drain pipe, minor

repairs to superstruct

ure, substructur

e etc.

NIL

5.13 DETAILS OF NEW MINOR BRIDGES AND REHABILITATION/REPAIR/WIDENING SCHEME FOR EXISTING MINOR BRIDGES

A. CONSTRUCTION OF NEW MINOR BRIDGES

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Sl. No.

Name ofBridges

Existing Chainage

Design Chainage

(Km)

Type of crossing

Proposed Structural

Configuration


Proposed Span Arrangement Total Width of Structure

LHS Carriageway

RHS Carriageway

1 Narayan chakk

New Bridge 3+523 Stream New 4 LanePrecast RCCT

Girder + Cast in Situ RCC Slab

1 x 13 1 x 13 2 x 12.0

2 Nawado New Bridge 4+450 Stream New 4 LanePrecast RCCT


1 x 21 1 x 21 2 x 12.0

3 Patna Main Canal

New Bridge 10+660 *Irrigation Canal

New 4 Lane 1 x 20 1 x 20 2 x 12.0

4 New Bridge 14+130 Stream New 4 LanePrecast PSCT


1 x 10 1 x 10 2 x 12.0

5 Ahiyapur New Bridge 19+060 Stream New 4 LanePrecast RCCT


3 x 10.5 3 x 10.5 2 x 12.0

6 Maner Distributary


New 4 LanePrecast PSCT


1 x 20 1 x 20 2 x 12.0

7 Giddha New Bridge 42+688 Stream New 4 LanePrecast RCCT


3 x 6.00 3 x 6.00 2 x 12.0

8 Danapur Distributary


New 4 LanePrecast PSCT


1 x 18 1 x 18 2 x 12.0

9 Sobhi Dumra New Bridge 50+938 Stream New 4 Lane

Precast RCCT Girder + Cast in

Situ RCC Slab 1 x 18 1 x 18 2 x 12.0

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Sl. No.

Name ofBridges

Existing Chainage

Design Chainage

(Km)

Type of crossing

Proposed Structural

Configuration



LHS Carriageway

RHS Carriageway

10 Banas New Bridge 52+862 Stream New 4 Lane

Precast RCCT Girder + Cast in

Situ RCC Slab 3 x 14 3 x 14 2 x 12.0

11 Banas Nadi New Bridge 59+773 Stream New 4 LanePrecast RCCT

Girder + Cast in Situ RCC Slab 3 x 14 3 x 14 2 x 12.0

12 Gangi Nadi New Bridge 65+100 Stream New 4 LanePrecast PSCT

Girder + Cast in Situ RCC Slab 1 x 33 1 x 33 2 x 12.0

13 Gangi Nadi New Bridge 65+786 Stream New 4 LanePrecast PSCT


1 x 34 1 x 34 2 x 12.0

14 Shahpur New Bridge 84+212 Stream New 4 LanePrecast PSCT


1 x 26 1 x 26 2 x 12.0

15 Local Stream 3

41+968 92+155 Stream New 4 LanePrecast RCCT

Girder + Cast in Situ RCC Slab 1 x 13.6 1 x 13.6 2 x 12.0

16 Local Stream 4

49+332 99+500 Stream New 4 LaneCast in Situ RCC

Box Bridge1 x 6.0 1 x 6.0 2 x 12.0

17 Kaon Nadi 54+080 104+234 StreamNew 2 Lane +

Existing 2 LaneRCC t Girder

2 x 20.60 2 x 20.60 1 x 12.018 Local Stream 62+450 112+964 Stream New 2 Lane + Rcc Box 2 x 3.95 2 x 3.95 1 x 12.0

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Sl. No.

Name ofBridges

Existing Chainage

Design Chainage

(Km)

Type of crossing

Proposed Structural

Configuration



LHS Carriageway

RHS Carriageway

Existing 2 Lane19 Bhainsahi

Nadi64+300 114+800 Stream New 2 Lane +

Existing 2 LaneRCC T Girder 3 x 7.38 + 3 x

6.502 x 80.8 1x 12.0

B. Rehabilitation/Repair/Widening of existing Minor Bridge

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SL. NO. Name of Bridges

Design Chainage (Km)

Width Span

Arrangement

Type of Structure Details of Rehabilitation

V Details of RepairDetails of

Widening

Foundation Sub Structure Super Structure

1 Kaon Nadi 104+234 8.4 2 x 20.60

Open RCC RCC Girder &

Slab

Replacement of wearing course, Replacement of Handrails with crash barrier

replacement of approach slabs and pitching,

Replacement of expansion joints

etc

Repairs in Old drainage spout,

extension of drain pipe, minor repairs to superstructure, substructure etc

Widen to accommodate two lane section

2 Local Stream

112+964 7.9 2 x 3.95

Open RCC Slab

Replacement of wearing course, drainage spouts, Replacement of handrails with metallic crash

barrier, Replacement of approach slabs, Expansion Joints

etc

Repairs superstructure, substructure, approach fill, plastering of

substructure etcWiden to accommodate two lane section


Repairs superstructure,

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3 Bhainsahi Nadi

114+800 7.3 3 x 7.38 +

3 x 6.50

Open Brick Masonry RCC Slabdrainage spouts, Replacement of handrails with metallic crash

barrier, Replacement of approach slabs, Expansion Joints

etc

substructure, approach fill, plastering of

substructure etc

Widen to accommodate two lane section

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5.14 DETAILS OF PROPOSED ROB/RUB

SL. No. Design Chainage

Lane Configuration

Length(m) Railway Line Span

1 13+825 4Lane 171 Patna Mughalsarai line

3*28+3x29 (as per addendum

1)

5.15 TOLL PLAZAS

Toll Plaza shall be provided in accordance with the Manual of Specifications and

Standards as referred in schedule “D” at the following locations

Chainage (Km.) Location No. of Lanes Remarks Design Existing

39+700 130+500 (NH30) Kulharia 5+5 (Addendum 1) Main line115+500 65+000 (NH84) Dalsagar 5+5 (Addendum 1) Main line

5.16 TRUCK LAY-BYES

Truck lay-byes are proposed at following locations:

SL. No. Design Chainage (Km.)

Existing Chainage (Km.) Side Location

1 42+200 128+000 (NH-30) LHS Gidha2 116+500 66+000 (NH-84) LHS Dalsagar

It shall be constructed in accordance with the Manual of Specifications and Standards as referred in schedule “D” at the following locations

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5.17 BUS-BYES AND BUS SHELTER,Bus-byes and Bus Shelter shall be provided both sides at following locations in accordance with the Manual of Specifications and Standards as referred in schedule “D”and at following locations:

Sl. No.

DesignChainage (Km)

ExistingChainage (Km)

Village Name Remarks

1 7+300 - Bahadurpur Patna Bypass2 10+100 - Bhusala Patna Bypass3 15+036 - Sivalamode Patna Bypass4 17+700 - Rajpur Jagdispur Realignment5 22+600 - Kanhauli Jagdispur Realignment6 28+650 141+200 Bihta7 33+900 136+900 Parev8 38+850 131+200 Kulharia9 40+600 129+500 Sakkadi

10 41+900 128+000 Gidha11 44+500 125+500 Kayamnagar12 48+400 - Gousganj Ara Bypass13 50+150 - Chtokisinghi Ara Bypass14 52+600 - Ratanpur Ara Bypass15 57+900 8+000 Rampur milki16 59+900 - Bibiganj Bibiganj Realingment17 64+500 - Gajarajganj Gajarajganj Realingment18 72+150 - Dogra/Bihiya Bihiya Realingment19 75+000 - Sariya/ Bilouty Sariya/Bilouty

Realignment20 79+500 - Shapur-Rudranager road Shahpur/Ranisagar bypass21 83+500 - Ranisagar-Sivpur road Shahpur/Ranisagar bypass22 88+200 37+500 Devkuli23 90+000 - Barhampur Barhampur Realignment24 94+000 43+300 Grahatla25 97+700 47+000 Neon26 99+700 49+000 Krishnabrahm27 103+400 52+800 Dekoitch28 106+200 - Nayabhojpur Nayabhojpur Realignment29 110+700 59+300 Puranabhojpur30 112+400 61+000 Prathapsagar31 117+600 66+200 Dalisagar32 118+850 67+500 Padri33 119+750 68+400 Churamanpur

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5.18 FOLLOWINGARE THE DETAILS OF EXISTING ROW ALONG PROPOSEDNEWBY-PASSES/REALIGNMENTS

Sl.No. Dist. From Ex.CL Sl.No. Dist. From Ex. CL

Left Right Left RightNH – 30: Patna to Ara Section NH – 84: Ara to Buxar Section

1 141.75 13.8 7.5 21.2 36 36 13 14.9 27.92 141 9.5 19.1 28.5 37 37 16 11 273 140 10.5 15 25.6 38 38 11.7 14.5 26.24 139.5 7.7 12.5 20.2 39 39 8.3 14.2 22.45 137.375 21.7 15.8 37.5 40 40 16 15.6 31.66 137 20.6 11.3 31.9 41 41 11.8 19.1 30.97 133 16.7 15.8 32.4 42 42 14 11.1 25.28 132 14 13.8 27.8 43 43 10.3 17.9 28.29 131 16.9 17.9 34.7 44 44 14.6 16.8 31.4

10 130 15.7 17.4 33.1 45 45 14 11.8 25.811 129 15.1 17.5 32.6 46 46 16.5 30 46.512 128 16.6 17.7 34.3 47 47 14.8 33.8 48.613 127 14.2 16.4 30.7 48 48 12.8 16.9 29.714 126 10.5 16.5 27.1 49 49 10.4 22.8 33.215 125.5 6.5 13.4 19.9 50 50 15.3 18.8 34.1

NH – 84: Ara to Buxar Section 51 51 18.7 21 39.716 6.6 17.7 19.2 36.9 52 52 16.2 14.8 3117 7 20.3 12.7 33 53 53 22.8 16.5 39.218 8 16.9 16.2 33.1 54 54 21.4 19.3 40.719 9 15.3 15.2 30.5 55 55 12.4 14.8 27.220 10 18.9 15.7 34.6 56 56 15.5 15.3 30.821 11 13.8 14.7 28.5 57 57 14.5 11.4 25.922 12 14.5 17.4 31.9 58 59.5 12.8 11.9 24.623 13 17.9 12.7 30.6 59 60 15.5 13.9 29.324 14 10.3 14.2 24.6 60 61 12.3 15.8 28.225 16.5 14.5 18 32.5 61 62 12 16.3 28.326 17 16.9 11.2 28.2 62 63 17.7 17.3 3527 18 14.7 12.7 27.4 63 64 20.2 20.3 40.528 19 18.6 12.9 31.4 64 65 16.7 13.8 30.529 20 20.6 17.6 38.3 65 66 16.4 11.5 2830 21 13.7 18.6 32.3 66 67 15.2 17.3 32.531 24 17.6 12 29.5 67 68 12.6 10.9 23.632 24.5 15.1 14 29.1 68 69 16.3 18.2 34.633 26 14 16.6 30.6 69 70 13 19.3 32.234 27 12.5 15.2 27.7 70 71 8.4 11.3 19.835 35 11.2 17.5 28.7

Existing chainage

(KM)

Total ROW (M)

Existing chainage

(KM)

Total ROW (M)

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5.19 THE DETAILS OF EXISTING CARRIAGEWAY ARE GIVEN BELOW:Existing Chainage

(Km) Carriageway Width (m)Shoulder

Left RightFrom To Type Width

(m)Type Width

(m)NH – 30: Patna to Ara Section

183.400 135.200 7 Earthen 0.5/1.0 Earthen 0.5/1.0135.200 133.800 4.5+3.3 Stone Bridge133.800 121.000 6.0/7.0 Earthen 0.5/1.5 Earthen 0.5/1.5121.000 119.000 6119.000 118.000 6 Earthen 1 Earthen 1

NH – 84: Ara to Buxar Section0.000 0.800 5.5 Earthen 1 Earthen 10.800 13.800 5.0 Earthen 0.5 Earthen 0.5

13.800 35.000 5.5 Earthen 0.5/1.0 Earthen 0.5/1.035.000 51.000 5.0 Earthen 0.5 Earthen 0.551.000 60.000 7.0 Earthen 1 Earthen 160.000 72.550 5.0/6.0 Earthen 0.5/1.0 Earthen 0.5/1.072.550 73.600 Ganga Bridge73.600 75.000 6.5/7.0 Earthen 1 Earthen 1

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SECTION – VIMOBILIZATION OF STAFF AND RESOURCES

6.1 INDEPENDENT ENGINEER ESTABLISHMENT

6.1.1 STAFF/PERSONNELThe following Staff of the Independent Engineer has been mobilized. The joining of all the staff was informed to NHAI in writing from time to time. The Sub-Professional staff interview was conducted by PD and approval obtained from NHAI for mobilization. The Independent Engineer submitted invoices to NAHI PIU for payment of the services right from inception. The pending payment of the services of the manpower deployed at the project was released by NHAI during the month of Dec’13. NHAI and IE agreed mutually that no more manpower shall be deployed until the appointed date of the Project is fixed by NHAI. Further reduction in Manpower was made as the Concessionaire wasn’t showing any interest in taking the Project Work.

6.11(A) DETAILS OF DEPLOYMENT OF INDEPENDENT ENGINEER STAFF

Sl. No.

Name Position Date of Mobilization

Assigned Package

Remarks

A) Key Professional:1 D.N.Sinha Team Leader Cum Senior 06-04-2012 Replaced.

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Highway EngineerKNSP Kamaraju 23-07-2013

2 Vijay KumarResident Cum Highway Engineer-1

02-04-2012 Removed from Project

Radhe Shyam Mahto 01-10-2013

3 Pranay Kumar Resident Cum Highway Engineer-2

01-06-2012

4 Abhay Kumar Mishra

Highway Design Engineer 02-04-2012 DEMOBILIZED

5 CA Mini Bridge/Structural Engineer 02-04-2012

6 S.K. YadavSenior Pavement Specialist

02-04-2012 LEFT THE PROJECTDevendra Kumar Mishra

16-09-2013 DEMOBILIZED

7 Surendra Pandey Senior Quality CumMaterial Expert

02-04-2012 Removed from Project

B) Sub Professional:

1 Anil Kumar SinghAssistant Highway Engineer-1 17-05-2012

2 Kumar Sameer Assistant Quality Cum Material Engineer-1

17-05-2012

3 Vinod Kumar SinghAssistant Bridge Engineer 17-05-2012

DEMOBILIZED

4 Rajesh Kumar Singh Assistant Highway Engineer-2 17-05-2012

5 Janardan Prasad Assistant Bridge Engineer 17-05-2013C) OFFICE SUPPORT STAFF:

1

Praveen Kumar Khaira

Office Manager 1

07/04/2012

Replaced with Devesh Singh Chauhan

09-05-2012

2 Gaurav SinghReplaced with Bapan Sarkar

Office Manager 2 15-11-2012 LEFT THE PROJECT

01-06-2013

3 Sanny Kumar Computer Operator 01-05-2012

4 Vinod Kumar Accountant 1 11-05-2012

5 Sudip Kumar Sinha Accountant 2 01-01-2013

6 Khushbu Kumari Steno 15-05-2012

7 Banty Kumari Cashier 1 01-08-2012

8 Devendra Kumar Singh

Cashier 2 05-05-2013

9 Sunny Gupta Photo Copy Operator 115-05-2012

10 Sanjay Kumar Photo Copy Operator 2 05-05-2013

11 Deepak Kumar Office Boy 1 01-11-2012

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12 Rakesh Kumar Singh Office Boy 2 05-05-2013

13 Radhe Shyam Sharma

Guard-1 15-05-2012

14 Dilip Sharma Guard-2 25-08-2012

6.1.3 ESTABLISHMENT OF OFFICE

The Independent Engineer has established their Project offices at the following address:-

1st Project Office in Patna:-

Bloom Company, LLC, 1st Floor, House No. A/12, Lane -3, Patel Chowk,Vijay Nagar, Bailey Road, Patna-800014,Ph. No: 0612-2590520

2nd Project Office in Buxar:-

Bloom Companies LLC,Badki Sarimpur, Near Royal Hotel,Buxar- 802116

6.1.4 WORK PERFORMED BY IE:

1) The Independent Engineer was directed by PD, NHAI to conduct the survey of Re- alignment in Patna District vide letter nos I).NHAI/PIU/Patna/Pat-Bux/Bloom/2012 /1051 dtd 23/11/2012, II)

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NHAI/PIU/Patna/Pat-Bux/Bloom/2012/1080 dtd 03/12/2012 and lll) NHAI/PIU/Patna/Pat-Bux/Bloom/2013/030 dtd 09/01/2013, since there was local resistance to construct the proposed existing alignment. IE deployed the Survey Team and conducted the detailed survey of the new alignment as directed by NHAI. IE has submitted the report of the Survey vide letter nos. l) Bloom/Bi/Pat-Bux/2012/10/083 dtd 22/10/2012 ll) Bloom/Bi/Pat-Bux/2012/10/087 dtd 30/10/2012 and lll) Bloom/Bi/ Pat-Bux/2012/12/111 dtd 31/12/2012 to NHAI for further necessary action. The final Reconnaissance Survey of the alternative alignment has been submitted to NHAI vide letter no. Bloom/Bi/Pat-Bux/2013/01/114 dated 15-01-2013.The detailed survey of new alignment is not the scope of work of IE as per the contract however; IE has performed the same as professional gesture.The Independent Engineer had been asked by CGM, NHAI to prepare a Google earth drawing showing the realignment from “Danapur Bhusala to Parev” to understand the position of one of the realignment of the DPR. Accordingly, IE had prepared the drawing showing both the alignments.

2) The maintenance of road which was taken up by Concessionaire and the same was billed under the maintenance estimates. As the Concessionaire was not carrying out the maintenance work, NHAI had asked the PWD, Arra to estimate the balance Quantities and carry out the road maintenance. Accordingly, the work was going on and the measurements have been taken by IE and submitted to NHAI for payment.

3) The representation given by existing IOC petrol pump at Bihta had been given to the IE for comment. The same was examined and our comments given along with distance details from various junctions on existing road and with proposed 4 lane road.

4) Recently, NHAI HQ had approved an estimate for Rs 9.86 crores for the maintenance of Patna – Buxar road in the absence of concessionaire’s appointed date. Now, the contractor is doing maintenance work and the same is being supervised by the IE.

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SECTION – VIIPHYSICAL PROGRESS

7.1 Possession of Site

NHAI has handed over a total of 463.945Hectares (excluding existing ROW) vide letters below: -

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7.1.1 Obstructions Survey of shifting of utilities, removal of trees and other obstructions incomplete.

7.1.2 PRE CONSTRUCTION ACTIVITIES

Land and Utility Shifting

SI. NO. Description of WorkSTATUS

REMARKSCOMPLETED IN PROGRESS

1 Land Acquisition In Progress2 Handing over of Land In Progress3 Utility Shifting Survey in

complete4 Tree Cutting Not Started

7.1.3 Investigation and Survey Details

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SL. No. Letter’s from Authority Land in Hectare Remarks

1 NHAI/PIU/Patna/Pat-Bux/PBHL/2012/850 dated 25-09-2012

82.993


139.81


44.178


34.985


26.726


2.474


20.558

8. NHAI/PIU/Patna/Pat-Bux/PBHL/2013/639dated 27-05-2013

5.063

9 NHAI/PIU/Patna/Pat-Bux/PBHL/2013/768dated 20-06-2013

32.022


10.469

11. NHAI/PIU/Patna/Pat-Bux/PBHL/2013/965(1)dated 20-08-2013

30.255

12. NHAI/PIU/Patna/Pat-Bux/PBHL/2013/1168)dated 10-10-2013

32.390


2.022

Total 463.945


SI. NO. Description of WorkSTATUS

REMARKSCOMPLETED IN PROGRESS1 Traffic Survey Completed2 Geotechnical

InvestigationCompleted

3 Inventory In complete.4 Topographical Survey (Km 36 to Km 85) INCOMPLETE

AND STOPPED5 ROW Pillar Fixing (Km 36 to Km 125) INCOMPLETE

AND STOPPED6 ROW Chainage marking 62.7 KM INCOMPLETE

AND STOPPED7 TBM Fixing (18 KM) INCOMPLETE

AND STOPPED8 Centre Line Marking (Km 38 to Km 73) INCOMPLETE

AND STOPPED9 Identification of

Hindrances(KM 38 to KM 125.) INCOMPLETE

AND STOPPED10 Identification of Borrow

Areas222 Bighas INCOMPLETE

AND STOPPED11 OGL checking Not Started

7.2 DESIGN

Sl. No.

Details of Submission Submitted by Concessionaire Issue to Concessionaire

PLAN & PROFILE

A.

Covering Design Chainage km 74.300 to km 76.100, km

77.100 to km 85.070, km 88.500 to km 90.400, km

104.400 to km 106.300, and 107.000 to km 109.900

PHBL/TECH/NHAI-PIU/2013/15 dated 16-02-2013

Bloom/Bi/Pat-Bux/AM/2013/02/132 dated 25-02-2013


B.

Covering Design Chainage km 72.8 to km 74.2, km 76.1

to km 77.1, km 85.1 to km 88.5, and 90.4 to km 100.0

PBHL/PATNA/TECH/NHAI-PIU/2013/62 dated 24-05-2013

Bloom/Bi/Pat-Bux/2013/06/189 dated 06-06-2013


C.Covering Design Chainage km 100.0 to km 104.4, km PBHL/PATNA/TECH/NHAI-PIU/


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106.3 to km 107.0, and km 109.9 to km 121.0

2013/63 dated 28-05-2013 Bloom/Bi/Pat-Bux/2013/06/192 dated 06-06-2013

D. Covering Design Chainage km 73 to km 121

PBHL/PATNA/TECH/I.E/2013/74 dated 21-06-2013


E. Covering Design Chainage km 35 to km 73.5

PBHL/PATNA/TECH/NHAI-PIU/2013/80 dated 05-07-2013


F. Review Of Draft Plan & Profile

Bloom/Bi/Pat-Bux/HDE/2013/09/266

dated 28-09-2013G. Review and submission of

Plan & Profile for above project reg.

PBHL/PATNA/TECH/NHAI/2013/161 dated 02-11-2013


H. Review and submission of Plan & Profile for above

project reg.

PBHL/PATNA/TECH/NHAI/2013/170 dated 26-11-2013


BRIDGES/CULVERTS DESIGNS

A.

Regarding submission of Drawing(GAD) for Major Bridges at River Sone &

Ganga




B.Submission of Designs &

Drawings of 1 Major and 3 Minor Bridge



C.Design Report and Drawings

Culverts from Chainage 73+000 to 124+000


Bloom/Bi/Pat-Bux/BE/2013/09/257 dated 19-09-2013

D. Submission of Designs & Drawings related to Sone Bridge for your approval


Bloom/Bi/Pat-Bux/TL/2013/09/263 dated 20-09-2013

E.Regarding (GAD) for Major

Bridges at River Sone & Ganga


Bloom/Bi/Pat-Bux/BDE/2013/10/288 dated 25-10-

2013

7.3 OPERATIONS

7.3.1 EarthworksNot Applicable

7.3.2 Pavement

a) Rigid PavementNot Applicable

b) Flexible PavementNot Applicable.

7.3.3 DrainageDetails of progress with Culverts not applicable at this stage.

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7.3.4 Bridges and Other StructuresDetails of progress with Bridgeworks not applicable at this stage.

7.3.5 APPENDIX A memorandum for the preparation of the Appendix to be signed prior to the Appointed date is in progress and jointly surveyed by the Concessionaire’s staff and IE‘s team.The Concessionaire has further refused to sign the Memorandum containing an inventory of the Patna-Buxer Site and has refused to acknowledge the land handed over to the Concessionaire for fixing up the appointed date of the Project.

7.4 TRAFFIC STUDIESConducted near Bihiya Camp KM 70.500 from 9th May’13 to 12 May’13.

7.5 MAINTENANCE OF EXISTING ROADThe details and condition of existing road have been surveyed and reported to NHAI Vide Letter No. Bloom/Bi/Pat-Bux/2013/05/177 dated 21-05-2013.Maintenance work on Shoulders and major pot holes have been taken up to make the existing road traffic worthy during the monsoon period.The general estimate for maintenance of the existing road was submitted to NHAI after survey vide letter no Bloom/Bi/Pat-Bux/2013/09/249 dated 10-09-2013. Another survey was conducted on the existing highway after the receding of the flood waters from Ganga and an estimate was submitted to NHAI vide letter no Bloom/Bi/Pat-Bux/TL/2013/09/253 dated 14-09-2013. Again as per the instructions of NHAI, for the visit of the Honorable President of India to Ara town further survey was conducted and estimate prepared for the road surfacing with BC and other safety measures and sent to the Authority vide letter Bloom/Bi/Pat-Bux/TL/2013/09/265 dated 26-09-2013.The concessionaire is not doing maintenance on regular basis and doing it occasionally under the approved estimate of NHAI for maintenance of existing road. The Concessionaire has stopped all Maintenance activities since the month of October 2013 in the project. The balance emergency repair and maintenance works are being carried out thereafter through the Road Construction Division, Bihar from March 2014.The existing road condition was reviewed by IE and reported to the authority vide letter no. Bloom/Bi/Pat-Bux/BE/2014/01/330 dated10-01-2014. Since the finger type expansion joints have been badly damaged in the existing Ganga Bridge at Buxar, an estimate was prepared by IE for emergency repairs and submitted to PIU, NHAI.The Maintenance of the existing Project Highway has been started on 27-06-2014.

7.6 SAFETY MEASURESConcessionaire has observed the 24’ThRoad Safety week starting from 1’St Jan 2013 by displaying the Safety Banners and awareness programme at various stretches in the Project Highway.

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Accident Data of 11nos. Police Stations falling between Patna- Buxar Highway for the month of May 2014 has been submitted to NHAI vide letter no. Bloom/Bi/Pat-Bux/2014/07/404 dated 09-07-2014. Details are attached in Table I below.

Due to the extended development period in the Project and lack of routine maintenance in the Project Highway the general condition of the existing project highway has deteriorated. The maintenance works which is a top priority is planned to be completed through a contactor selected by the NHAI, before the ensuing monsoon period. Moreover, the Concessionaire has stopped all activities in the Project and has requested the Authority for a mutual exit from the Project.

The Independent Engineer has written to the Authority for the Safety Measures and Maintenance Work to be taken up in the Project prior to the approaching Monsoon rains vide letter no. Bloom/Bi/Pat-Bux/BE/2014/05/387 dated 24-05-2014.

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TABLE -IABSTRACT OF ACCIDENT DATA FOR THE MONTH OF JUNE 2014

Sl. NO

State PIU/CMU NH.NO.

Location of Accident Police StationCause

No. of Affected PersonsNo. of Animals

killed if RemarksFatal Grievous Injury

Minor Injury

1 2 3 4 5 6 7 8 9 10 11 12

BIHAR

PATNA

30 CH-165+500 TO 163+500 Shahpur (Patna) - - - - -30 Ch-163+500 TO 147+500 Maner Vehicle

Accident1 2 - -

30 Ch-147+500 TO 135+500 Bihta Vehicle Accident

3 2 - -

30 Ch-135+500 TO 124+000 Koilwar - - - - -84 Ch-121+000 TO 0+00 Ara Nawada Vehicle

Accident1 - - -

84 Ch-4+00 TO 20+500 Gagrajgang - - - - -84 Ch-20+500 TO 25+000 Bihiya - - - - -

84 CH- 25+00 TO 34+500 Shahpur - - - - -84 Ch-34+500 TO 44+500 Brhampur - - - - -84 Ch-44+500 TO 54+000 Krishna Braham - - - - -

84 Ch-54+00 TO 63+00 Bhojpur O.P - - - - -

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SECTION VIIIQUALITY CONTROL AND MATERIALS

8.0 DETAILS OF QUALITY CONTROL TESTS CONDUCTED.

8.1 EARTHWORKS

NO TESTS CONDUCTED DURING THE MONTH.

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TABLE NO. - III

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8.2 PAVEMENT

a) Flexible

Not applicable

b) Rigid

Not applicable

8.3 DRAINAGE

Not applicable

8.4 BRIDGES AND OTHER STRUCTURES

Not applicable

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SECTION IXSTATUS OF SUBMITTALS

9.1 LIST OF SUBMITTALS RECEIVED FROM THE CONCESSIONAIRE (June -2014)

Sl. No.

Letter Reference& Date Description Response Date

Comments

NIL

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9.2 CORRESPONDENCE FROM INDEPENDENT ENGINEER TO THE CONCESSIONAIRE (June - 2014)

Sl. No.

Letter Reference & Date Description Comments

NIL

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SECTION XPROJECT MEETINGS

10. PROJECT MEETING. A project meeting was held at NHAI, Headquarter with Member ( PPP) on 22nd June2014 and attended by NHAI officials, Concessionaire representative and IE representative to decide on the fixing of the Appointed date of the Project and address the issues of the Concessionaire to start the Project work. But, there was no concrete result about appointed date.

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SECTION XISITE INSPECTION REPORTS AND PHOTOGRAPHS

11.1 No site inspection

11.2 Site Photographs:

Right Side Shoulder and half road portion damaged (approx 30 m Length) at Existing Ch. at Km 35+500 on NH-84.

A sample photo showing the damaged road due to drainage water released on to the road by the public at Ranisagar at existing Ch. Km 33+150 to 33+400 of NH-84.

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Full width road damaged at entrance of Shahpur Market at existing Ch Km 28+600 (approx 30 m length) of NH-84.

Emergency repair of damaged pot holes with GSB at existing Ch. Km. 152+200 in NH-30 at Maner.

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Site inspection by the PD, NHAI with IE Staff at existing Ch. At Km. 152+200 in NH-30 at Maner.

Water logged areas being cleared at existing Ch. Km. 152+200 in NH-30 at Maner.

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Maintenance work started of existing road at existing Ch Km. 152+200 of NH-30 at Maner.

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SECTION XIINON- CONFORMANCE REPORTS

NOT APPLICABLE AT THIS STAGE.

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