BRIEF PROJECT DESCRIPTION - Online PIU …nhai.org.in/spw/IEReport/MIR March- 2015.docx · Web...

Independent Engineer Services for 4 laning of Goa / Karnataka Border – Kundapur Section of NH-17 from existing Km. 93.700 to 283.300 (Design Length – 187.240 Km.) in the State of Karnataka under

NHDP Phase-III to be Executed on BOT (Toll) on DBFOT Basis (Package No. Kar/Phase-III/IC-6/2012-13)

INDEX

BRIEF PROJECT DESCRIPTION-----------------------------------------------------------------------3

SALIENT FEATURES OF THE PROJECT---------------------------------------------------------6

PROJECT SCOPE----------------------------------------------------------------------8

ESTABLISHMENT AND MOBILISATION-------------------------------------------------------10

PROJECT STATUS-------------------------------------------------------------------16

COMMENTS ON MPR SUBMITTED BY CONCESSIONAIRE-----------------------21

BRIEF INSPECTION REPORT-----------------------------------------------------23

QUALITY ASSURANCE / QUALITY CONTROL---------------------------------------------37

NCR'S-------------------------------------------------------------------------------------------------------53

IMPORTANT COMMUNICATIONS------------------------------------------------55

LAPSES, DEFECTS/DEFECIENCIES-------------------------------------------------------------------------------61

SITE PHOTOGRAPHS---------------------------------------------------------------63

ANNEXURES--------------------------------------------------------------------------67

PENDING ISSUES-------------------------------------------------------------------82

In Association with



LOCATION PLAN

In Association with



BRIEF PROJECT DESCRIPTION

PROJECT BACKGROUND

In Association with



Ministry of Road Transport & Highways (MORTH) has embarked on a staged up gradation programme of various National Highways. The widening is necessary to develop National Highway Corridors where traffic intensity has increased significantly and there is a requirement of augmentation of capacity for safe and efficient traffic movement. MORTH has authorised National Highways Authority of India (NHAI) to implement the development projects for these corridors either through self budgetary sources or loans from international banking institutions or by way of Public Private Partnership (PPP) mode.The stretch of NH-17 (New No. NH-66) starts from Goa – Karnataka Border (Km. 93.700) to Kundapur (Km 283.300) is proposed for improvement as widening from 2 lane to 4 lane on BOT (Toll) on DBFOT basis. The project comes under NHDP Phase III (Package Kar /Phase III/ IC-6/2012-13).The project road passes through number of congested locations viz Karwar (km 106.700), Karwar port (km 108.800), Navy’s Sea bird project, Amadalli (km 122.950), Kumata (km 174.400), Haladipura (km 186.600), Honnavara (km 194.500), Kasarakod (km 197.850), Shirali (km 227.450), Bhatkal (km 232.350), and other villages in Karawar and Udupi districts before reaching to Kundapur (Km 283.300).The highway passes through plain terrain of about 120 km., rolling terrain of about 45 km. and mountainous terrain of about 24 km. Land use along the highway is predominantly for agriculture. Majority of the land is being used for wet crop viz, Paddy, Cashew plantation. There are number of settlements all along the road. The settlements are for Residential, Commercial, Schools, Hospitals, Petrol Outlets, Religious structures etc.There are few locations on the project road which comes near the Arabian sea, near Karwar port (km 107.700 – 108.500km ) and near Marvante (km 269 – km 270.300). About 800 meters in various isolated stretches comes under Mangrove forest. The details of the sections along with stretches that comes under forest land and Mangrove forest are given in the Revised Schedule A of the Concession Agreement. The project location plan is enclosed.Existing ROW along the project road varies from approx. 11m in mountainous terrain to approx. 51m in plain terrain.The existing pavement condition based on visual observation varies from good to fair condition.There are about 660 number of CD structures in project road. These include 14 major bridges, 41 minor bridges and 606 culverts. Existing major/ minor bridges and culverts are of 2 lane width.IRB Westcoast Tollway Pvt Ltd has been appointed as the concessionaire while AECOM ASIA COMPANY LIMITED in association with RODIC CONSULTANT PVT, LTD has been appointed by National Highways Authority of India as the Independent Engineer for this project.

In Association with



ROLE OF INDEPENDENT ENGINEER The Role and function of the Independent Engineer will be the following.1. Review of the drawings and documents as mentioned in the contract.2. Review, Inspection and monitoring of the construction work as mentioned in

the contract.3. Conducting tests on completion of construction and issuing Completion /

Provisional certificates.4. Review, Inspection and Monitoring of O & M.5. Review, Inspection and monitoring of Divestment requirement.6. Determining as required under agreement the cost of any work or services

and / or their reasonableness.7. Determination as required under the agreement the period or any extension

thereof for performing any duty or obligation.

In Association with



SALIENT FEATURES OF THE PROJECT

SAILENT FEATURES OF THE PROJECT

In Association with



Name of the project Four Lanning of Goa / Karnataka Border to Kundapur section of NH-17

from Km 93.700 to Km 283.300 in the state of Karnataka under NHDP

Phase IV on Design, Build, Operate, Transfer (DBFOT) Toll Basis.

Client National Highways Authority of India

Concessionaire IRB Westcoast Tollway Pvt Ltd

Principal EPC Contractor IRB Infrastructure Developers Ltd., Mumbai

Independent EngineerAECOM Asia Company Limited in association with RODIC

Consultants Pvt Ltd

Project Length 187.24 Km

Total Project Cost INR 1655.01 Crores

Performance Security INR 82.75 Crores

Grant Rs.536.22 Crores (cash support)

Signing of Concession Agreement Date

25th March 2013

Concession Period 28 Years from the Appointed Date ( including 910 days of Construction Period )

Appointed Date 3rd March 2014

Construction Period 910 days (28th August 2016) from appointed date

Project Milestone– I180th day (29th August 2014), – 10% of capital cost

(NOT ACHIEVED)

Project Milestone– II 400th day (06th April 2015) – 30% of capital cost

Project Milestone– III 650th day (12th December 2015) – 70% of capital cost

Scheduled Four laning 910th day (28th August 2016)

Independent Engineer AECOM Asia Company Limited in association with RODIC Consultants Pvt Ltd

Contract Period 36 Months (including Development & O&M period)

In Association with



PROJECT SCOPE

PROJECT SCOPE IN BRIEFThe broad score of project is as below:Widening from 2 lane to 4 lane of the project highway as described in Concession Agreement.

In Association with



i) Operation and Maintenance of Project Highway in accordance with the CA.ii) Performance and fulfillment of all other obligations of the Concessionaire in

accordance with the provisions of the Agreement.The Concessionaire has proposed to divide the work in four sections as under:Section – I: Km. 93+700 to Km. 140+000Section – II: Km. 140+000 to Km. 195+000Section – III: Km. 195+000 to Km. 240+000Section – IV: Km. 240+000 to Km. 283+300.Total Project Length; 187.24 Km. (Design Length)The project scope is as under:

Sl. No. Type of Structures

93+700 to

140+000 Section-I

140+000 to

195+000 Section-II

195+000 to

240+000 Section-

III

240+000 to

283+300 Section-

IV

Total

1 Widening from 2lane to 4 lane 165.29

2 Realignment portion 21.93Km 14 6 1 1 223 Service Road - 61.262km 18 22 14 8 624 Major Junction 6 5 2 4 175 Minor Junction 4 1 1 66 Cross Road Junction 18 24 25 16 837 Longitudinal Drain - 61.262km 18 22 14 8 628 Major Bridge 2 5 1 6 149 Minor Bridges 11 15 9 4 3910 Widening of Pipe Culvert 22 27 23 9 8111 New Box Culvert 36 20 8 2 6612 Reconstruction of Pipe Culvert 108 81 98 17 30413 Widening of Slab Culvert 5 20 35 36 9614 Reconstruction of Slab Culvert 1 11 5 8 2515

Reconstruction of Cut Stone Slab Culvert 1 1

16 Flyover 2 2 417 Vehicular Underpass 2 1 318 Pedestrian Underpass 2 4 1 6 1319 Cattle Underpass 1 4 1 620 Road Over Bridge 1 1 22 Road Under Bridge 1 1

In Association with



122 Rest Area 1 1 1 323 Twin Tunnel 2 224 Toll Plaza 1 1 1 325 Truck Lay Bye 1 1 1 1 426 Bus bays and Bus Shelter 9 19 11 14 53

ESTABLISHMENT AND MOBILISATION

In Association with



INDEPENDENT ENGINEER

The following team of Independent Engineer (Only Key personal and sub key personal status is mentioned) started operation from the office of the Team Leader and Resident Engineer at Kundapur and Hannover respectively. It is to mention all the support staffs as per contract were inducted at site.

Position Staff Name

Date / Expected Date

of Deployment

Status of CV Approval

KEY PERSONAL

Team Leader Cum Senior Highway Engineer

Kiran S.Vishwaroop 03.03.2015

Senior Bridge Design Engineer Shailesh Rastogi 08.09.2014

Senior Tunnel Engineer R. Nageshwar Rao

Geologist Dr. Ishan Ul Haq Andrabi

Resident cum Highway Engineer-1 Anil Kumar Singh 25.03.2014

Resident cum Highway Engineer-2 Mr. Devraj B C 05.11.2014

Highway Design Engineer-1 Virendra Kori 29.04.2014

Highway Design Engineer-2 Manoj Kumar 01.09.2014

Bridge/Structural Engineer

Ratan Kumar Bagchi 20.03.2014

In Association with



Position Staff Name

Date / Expected Date

of Deployment


Senior Pavement Specialist

Yogendra Singh Chauhan 11.06.2014

Senior Quality cum Material Expert Anil Nadagouda 15.04.2014

Traffic & Transportation Expert Premal D. Mehta 10.10.2014

Road Safety Expert Madhusudhan Rao Muthyala 29.04.2014

Financial Expert Sanjay Goenka 03.01.2015 Legal Expert Brajesh Kumar SUB KEY PROFESSIONALSurvey Engineer -1 TBNSurvey Engineer -2 Senthil Kumar CV Approved.Asst H E - 1 Ashwin A.N 01.09.2014Asst H E – 2 C. Chandresh 21.07.2014

Asst H E – 3 Channayya S Hawaldarlhath 09.12.2014

Asst H E – 4 Divij M Gotadike 01.10.2014CAD Expert-1 K Mohan 11.08.2014Asst Br Engg -1 TBN

Asst Br Engg -2 TBN

Asst Br Engg -3 TBN

Asst Br Engg -4 Anish Sashi Kumar 28/01/2015

Asst Qlty cum M Engg -1 Raghunandan B.K 21.07.2014Asst Qlty cum M Engg -2 Chethan S P 27.01.2015 Asst Qlty cum M Engg -4 TBNElectric Engineer - 1 Pushpa Papanai 01.09.2014

In Association with



CONCESSIONAIRE’S / EPC CONTRACTORS STAFF

MANPOWER STATUS

Sr.No. Designation Availability

1. Chief General Manager -2. General Manager (Projects) -

3. General Manager 24. General Manager (Liaisoning) 15. Project Manager (Section-I,II,III &IV) 4

6. Deputy General Manager (Structure) 17. Deputy General Manager (Mech) 18. Manager (Mech) 1

9. Sr. Engineer (E1) 7

10. Engineer (E2) 7

11. Assistant Engineer (E3) 13

12. Junior Engineer (E4) 23

13. Liaisoning Manager 2

14. Sr. Executive Billing 3

15. Account 3

16. Assistant Account 2

17. Office Assistant 3

18. Senior Supervisors 4

19. Sr. Executive (IT) 1

20. Surveyors (Highway structure & Plant) 60

21. Liaisoning Supervisors 8

22. Computer Operator 23

In Association with



23. Safety Officer

24. Safety Officer Supervisors 2

25. Office Manager -

26. QA/QC Staff

27. Material Engineer 2

28. Material Engineer 2

29. Junior Engineer 2

30. Senior Supervisor 3

31. Junior Supervisor 10

32. Lab Technician 7

33. Production Team (Plants)

34. Plant in-charge 3

35. Crusher in-charge 3

36. Assistant Engineer 2

37. Junior Engineer 6

38. Store Keeper 5

39. Computer Operator 2

40. Mechanical Engineer 2

41. Store Assistant 5

42. Drivers 25

43. Mechanic and Assistant Mechanic 9

44. JCB operator 5

45. Welder 3

46. Plant Operator. Hot Mix Plant 2

47. Crane Operator 1

48. Plant Operator. WMM Plant 2

49. Crusher Operator 16

50. Electrician 3

51. Auto Electrician 1

52. Mechanic 6

53. Concrete Batching Plant Operator 5

In Association with



54. Roller Operator 7

55. Excavator Operator 9

56. Loader Operator 5

57. Paver operator 2

58. Hydra Operator 1

59. Grader Operator 2

Total 330

ESTABLISHMENT OF OFFICES:1. OFFICE OF THE TEAM LEADER

Nagashree Building, MIG-2/75, No. 886/A, KHB Colony, Rajathagiri, Honnavara- 581334.

2. OFFICE OF RESIDENT ENGINEERAECOM- RODIC CONSULTANTS PVT LTD, First Floor, Nikitha Building, B.B.Road, Kundapura 576 201.

3. SITE OFFICE OF THE CONCESSIONAIRE/ OFFICE OF EPC CONTRACTORM/s IRB WEST COAST TOLLWAY PVT LTD

C/O Kailash Auto Works, Kadekodi Village & Post, Dhareshwar, KumtaTaluk,

Pin-581343, Uttar Kannada District (KARNATAKA).

In Association with



PROJECT STATUS

In Association with



POSSESSION OF SITE

The Appointed date was declared as 03.03.2014 by NHAI vide letter reference NHAI/Phase-III/Kun-Goa/KNT Bdr/2011/49602 dated: 04.03.2014.1. STATUS OF DIVERSION OF FOREST LAND

Forest land handing over is completed and tree cutting is in progress.

2. STATUS OF CRZ CLEARANCE AND ENVIRONMENTAL CLEARANCE (EC) Environmental and CRZ clearance of project is granted on 19th February, 2014.

3. STATUS OF TREE CUTTING A. Tree Cutting

Tree Cutting Tree Cutting under process.

Tree cutting work is under progress from Km Ch: 93+700 to 140+000 total No. of Trees Cut – 3024, Tree cutting work is under progress from Km Ch: 140+000 to 195+000 total No. of Trees Cut – 3963.Total number of trees cut in Section 1 & II - 6987 no’s

Tree cutting work is under progress from Km. 195+000 to 238+800 total numbers of tree’s cut – 5710.

Km 238+800 to 266+200 total numbers of tree’s cut – 6163 and km 266+200 to Km. 283+300 total numbers of tree’s cut – 2779.Total number of trees cut -14652 no’s

*Hon’ble Court has granted status quo not to cut trees with respect to 4/6 laning of GOA Karnataka Border – Kundapur Section of NH-66 (formerly NH-17) (Km. 93.700 to Km. 283.300) ( NHAI / DBFOII/DPR/01) to be executed as BOT (Toll) Project on DBFOT pattern under NHDP till 15/04/2015.4. Navy Project-seabird land of 10.5 Hectors .

A meeting was held with Project coordinators, Seabird, karwar on 27/05/2014 at seabird office Karwar for transfer of naval land & Shifting of toll plaza, Proposal is under perusal.

In Association with



5. SUBMISSION OF WORK PROGRAMME The Concessionaire has submitted work programme vide letter no.

IRBWTPL/CTO/KKBOT/8873/2014 dated 25th June 2014. IE has commented on the work programme submitted vide letter no. AECOM/HWH/2013-14/GOA/113 dated 10th July, AECOM/HWH/2014-15/GOA/306, dated 5th November, AECOM/HWH/2014-15/GOA/419 dated 29th January 2015, AECOM/HWH/2014-15/GOA/423 dated 30th

January 2015. AECOM/HWH/2014-15/GOA/471, 472 dated 7th March 2015, Till date no revised work programme has been submitted by the concessionaire.

6. CHANGE OF SCOPE Not initiated in this month.

7. STATUS OF GOVT. PERMISSIONS AND LICENCES The status of the different Govt. permissions and licenses are given below:

Sr. No. Description IEs Remarks on present status

I Permission of state government for extraction of boulder from Quarry

Concessionaire has not submitted the documents despite request by IE

vide letter

(Ref: AECOM/HWH/2013-14/GOA/25, 97, 113, dated: 14th May, 2014 30th

June and 10thJul, AECOM/HWH/2014-15/GOA/200, 237, 506 dated 30th

August, and 17th September 2014, 17th March 2015).

ii.Permission of Village panchayats and Pollution Control Board for installation of crushers

iii. License for use of explosives

iv.Permission of the State Government for drawing water from river/reservoir

v.License from Inspector of factories or other competent Authority for setting up Batching Plant

vi. Clearance of Pollution Control Board for setting up batching plant

vii.Clearance of Village Panchayats and Pollution Control Board for Asphalt Plant

viii. Permission of Village Panchayats and state government for borrow earth

ix. Permission of State Government for cutting of trees

In Association with



Sr. No. Description IEs Remarks on present status

x. Any other permits or clearances required under Applicable Laws

xi.

Applicable permits as required, relating to environmental protection and conservation shall have been procured by the authority as a condition precedent

DESIGN REVIEWRoad DrawingsS. N. Chainage Length

(km)Concessionaire’s

submissionIEs Review Details

1Plan & Profile

in between Km 221 - Km 281

60

Submitted vide letter IRBWTPL/CTO/KKBOT/022/2014

, 27,74,136,144,157,163,283Dated 22nd , 29th April, 2nd July, 8th ,

17th , 26th , 30th Sept, 3rd

December,2014

Reviewed and Sent with comment vide letter No

. AECOM/HWH/2013-14/GOA/415 dated 23rd Jan 2015

2

Plan & Profile in between Km

93.700 - Km 106.000

12.3

Submitted vide letter IRBWTPL/CTO/KKBOT/219,281,

413, /2014 , Dated: 26th

November 2014 20th December 2014, 04th March 2015

Reviewed and Sent with comment vide letter no. AECOM/HWH/2013-14/GOA/372, 375 418, 442, 496. 24

December2014, 28 January2015,10th February 2015,

14th March 2015

3Plan & Profile


63Submitted vide letter

/IRBWTPL/CTO/KKBOT/277 Dated: 15th December 2014.

Reviewed and Sent with comment vide letter no. AECOM/HWH/2014-

15/GOA/ 418,dated 28 January2015

4Plan & Profile


29

Submitted vide letter /IRBWTPL/CTO/KKBOT/339, , 424 Dated: 23rd January 2015,

12th March 2015

Reviewed and Sent with comment vide letter no. AECOM/HWH/2014-15/GOA/ 448,dated 17 February

2015

5 Plan & Profile in between Km

22 Submitted vide letter /IRBWTPL/CTO/KKBOT/ 427

Under Review

In Association with



106 - Km 128 Dated: 17th March 2015

Pavement Design

S. N. Chainage Length Concessionaire’s submission

IEs Review Details

1Entire Length km

187.240 from Km93.700 to km

280.940

Submitted vide letter IRBWTPL/CTO/KKBOT/026/2014 Dated 29.04.2014 and received on 09th

May,2014 and revised submitted vide letter IRBWTPL/CTO/KKBOT/183,358 Dated 21.10.2014, 09/02/2015

Reviewed vide letter no. AECOM/HWH/2013-14/GOA/59, 207, dated: 04th June & AECOM/HWH/2014-15/GOA /198, 310, 405 dated 30th August, 2014 and AECOM/HWH/2014-15/GOA /524, 26th March 2015

Bridge DesignDetails of the design status -Annexure 1 and 2.

In Association with



COMMENTS ON MPR SUBMITTED BY CONCESSIONAIRE

In Association with



COMMENTS ON MPR

The concessionaire did not submit the Monthly Progress Report.

In Association with



BRIEF INSPECTION REPORT

In Association with



SITE INSPECTION REPORTThe concessionaire did not submit the Monthly Progress Report till 7 th April 2015.During last monthly progress report expenditure incurred was reported as 36.61% which appears to be on much higher side. In Accordance with the Consultancy contract clause 5.3 of Section 6 Terms of Reference, Team leader of IE inspected the entire project length on 6th & 7th April along with the representatives of the concessionaire and other assisting staff.The concessionaire has achieved Milestone – 1 on 31st October 2014, However the original occurrence of Milestone – 1 as per CA was 29th August 2014.ON GOING CONSTRUCTION / ASSOCIATED ACTIVITIES (As observed during Site visit)

A. PRE CONSTRUCTION ACTIVITIES

Activities Present Status IE’s Comments

A1. Utility Shifting.

Utility ShiftingUtility relocation of HT/LT Lines and water pipe lines is in progress. Concessionaire has been advised to

speed up the work related to utility shifting.

A2. Tree Cutting

Tree Cutting Tree Cutting under process.

Tree cutting work is under progress from Km Ch: 93+700 to 140+000 total No. of Trees Cut – 3024, Tree cutting work is under progress from Km Ch: 140+000 to 195+000 total No. of Trees Cut – 3963.Total number of trees cut in Section 1 & II - 6987 no’s

Tree cutting work is under progress from Km. 195+000 to 238+800 total numbers of tree’s cut – 5710.

Km 238+800 to 266+200 total numbers of tree’s cut – 6163 and km 266+200 to Km. 283+300 total numbers of tree’s cut – 2779.Total number of trees cut -14652 no’s

*Hon’ble Court has granted status quo not to cut trees with respect to 4/6 laning of

In Association with



Activities Present Status IE’s CommentsGOA Karnataka Border – Kundapur Section of NH-66 (formerly NH-17) (Km. 93.700 to Km. 283.300) ( NHAI / DBFOII/DPR/01) to be executed as BOT (Toll) Project on DBFOT pattern under NHDP till 15/04/2015.

A3. Establishment of Camp office and Laboratory Establishment

Site Camp location 1

Section INear Km 135+000, the concessionaire has taken about 30 acres land to establishing one crusher, one Batching Plant (60cum/hr), WMM plant (200 TPH) and one HMP (160 TPH). HMP Plant & RMC Batching plant has been erected and is ready for trial mixes.

Concessionaire has commissioned the concrete batching plant and calibration of batching plant HMP Has been completed.WMM plant erection is completed.

Concessionaire has been requested to submit all the land details and the copy of NOC to IE as intimated during the site visit.

Site Camp location II

Section IINear Km 153, about 23 acres of land has been taken by the concessionaire for establishing HMP, RMC and WMM plant (Land details has informed by the contractor). Erection of RMC batching completed.

Near chainage 141+600, concessionaire has identified 7 acres for crusher and near 142Km, about 19 acres for quarry.

Concessionaire has commissioned the concrete batching Plant & Calibration of RMC batching plant (60 cum/hr) has been completed

Erection of HMP and WMM plant is in progress. Quarry Overburden removal is in progress at chainage 142+000.


Site Camp III For establishing quarry near Km 225, near BENGRE village, contractor intimated that 26 acres of land has been taken for quarry establishment and They have also intimated that another 20 acres is taken for establishing 2 crushers. Trial run completed.Near Km 223, 10 acres of land

Labour camps have been established. Two crushers with 200TPH capacity been established.Quarry Overburden removal is in progress.

In Association with



Activities Present Status IE’s Commentson RHS has been taken for establishing HMP, Batching Plant and WMM plants.Concessionaire informed that they have applied for getting NOC from District Collector.

Concessionaire has been requested to submit all the land details and the copy of NOC to IE as intimated during the site visit

Site Camp IV

From Km 260+600,LHS around 9 Km from project highway, about 12 acres of land has been taken by the concessionaire for establishing , HMP, WMM and RMC plant to cater between Chainage Km 250.000 to Km 283.300. Also about 10 acres of land has been taken for establishing quarries for aggregate and to establish crusher. Erection of RMC plant, WMM Plant and HMP Plant is completed.

Concessionaire has commissioned the concrete batching plant(60cum/hr), WMM Plant(200TPH) & mobile GSB (200TPH)crusher, Calibration of RMC Batching Plant & WMM Plant has been completed. Labour camps have been established.


Laboratory Equipment

Laboratory has been established at location Km 254+860 RHS, 179+800 RHS and all the equipment’s have been calibrated. Establishment of laboratory at 133+824 LHS is in progress.

Concessionaire has calibrated all the lab equipments mobilized at site lab km 254+860 RHS and 179+800 RHS.

A4. Permits

All Applicable permits as per

CAIn progress

Concessionaire has not submitted the documents despite request by IE vide letter (Ref: AECOM/HWH/2013-14/GOA/25, 97, 113, dated: 14th May, 30th June, 10th Jul , AECOM/HWH/2014-14/GOA/200, 237,506 30th August and 17th

September 2014 17th March 2015.

B. REPAIR AND MAINTENANCE ACTIVITIES

Activities Present Status IEs Comments

In Association with



Pot holes, Patch work and Shoulder Maintenance Major works has been

completed However filling of shoulder works from km 93.700 to 283.300 along the stretch is in progress

C. PROGRESSActivities Present Status IEs Comments

C1 Highways

Fixing of TBM and Chainage pillar

Fixing of Center line, TBM and Chainage pillar is completed from km.221+000 to km.283+300 Work in Progress in other chainages.

List of TBM pillars yet to be Submitted to IE.

C & G work C & G work has been partly done.

Section 1 - 2270 mSection 2 – 5435 mSection 3 – 2750mSection 4 - 1950 mTotal – 12405 m

Main Carriage Way Embankment works

Embankment work under progress Section 1 – 200 m Section 2 – 1820 mSection 3 – 2015m Section 4 – 0 mTotal - 4035 m

Embankment work completed

Section 1 – 780 mSection 2 – 260 mSection 3 – 680 mSection 4 - 0 mTotal – 1720 m

Main Carriage Way Sub Grade Works

Sub Grade work under progress.Section 1 – 310 mSection 2 – 250 mSection 3 - 2605 mSection 4 - 110mTotal - 3275m

Sub Grade work Completed.Section 2 – 1160 mSection 3 – 1020 mSection 4 - 0 mTotal – 2180m

Service road Sub Grade Works

Sub Grade work Service road Section 4 - 0 mTotal – 0 m

In Association with



Main Carriage Way GSB

GSB Completed. Section 4 - 1460m Total – 1460 m

Service road GSBGSB in Service road Completed. Section 4 - 0 m

Total – 0 m

Main Carriage Way WMM

WMM Completed Section 4 - 1210m Total – 1210 m

Service road WMMWMM in Service road Completed. Section 4 - 0 m

Total – 0 m

Main Carriage Way DBM

DBM Completed Section 4 - 200 m Total – 200 m

Service road DBMDBM in Service road Completed. Section 4 - 510 m

Total – 510 m

Addressing Safety Concern

The concessionaire has not taken sufficient safety measures as directed by the Safety Expert of IE and IE also expressed their concern of not having enough safety measures at site also(Ref: AECOM/HWH/2013-14/GOA/06, 328,505 dated 22nd April, 2014 and also by correspondence addressing CPM, concessionaire dated 10th April, 17 November 2014 , 17th March 2015

Concessionaire has once again advised during site visit to adhere the Safety Requirement as specified in the Article 18 SAFETY REQUIREMENT of the Concession Agreement

C2 Bridge Work

MAJOR BRIDGES

Activities Present Status Remarks

Work at Bridge on River Kali (Km

102+450)

Pouring of concrete M40 Grade in following Pile locations P5

(P3,P6,P8,P15)

16 Pile completed out of 16 in P 5 Pier Group. Upto date Pile 16 Pile During Mar-15 4

Concessionaire has been asked to submit the program of works with

detail Method statement,

manpower and machinery

requirement for

Work at Bridge onRiver Sharavati(Km 194+515)

Pouring of concrete M40 Grade in Pile following locations : P23 ( P2), P 22 (P1, P2, P3), P 21 (P1, P2, P3, P4), P 20 (P1, P2, P3, P4), P 19 (P1, P2, P3, P4), P 18 (P1, P2, P3, P4), P 17 (P1, P2, P3, P4), P 15 (P3, P4), P 13 (P4), P 12 ( P4), P2 (P1, P2, P3), P4 (P4). A1 (P1, P2).Pile cap P28, P29, P30, P31.Pier P30, P34.Pier Cap P34 P36, P35, P34.

Upto date Pile 114 Pile During the month of March-2015 34 Upto date Pile Cap 9 Pile Cap during the month of March-2015- 4Upto date Pier 5Pier during the month of March-2015 2

In Association with



Upto date Pier Cap 4 Pier Cap during the month of March-2015 3

I.E’s review and Compliance

Work at Bridge on Kollur River (Km

272+840)

Pouring of concrete M40 Grade in following Pile locations P11 (P1, P 2) P12 (P1), P13(P1,P2,P3,P4), P14 (P1,P2,P4) P15(P2,P3), P17(P1,P2,P3,P4), P10 (P2), P16(P1,P4), A2 (P6).

Upto date Pile 21 Pile During the month of March-2015 20

Work at Bridge on Gangavali River (Km. 149+560)

Concessionaire has commenced boring for Test Pile at A1 location

Work at Bridge on Venkatapura River

(Km 228+650)

Concessionaire has completed concreting (M-40 Grade) Test pile at A1 and A2

Work at Bridge on Uppunda (Km

250+750)Concessionaire has completed concreting (M-40

Grade) Test pile at A1 and A2.

Work at Bridge on Stream(Km 256+725)

Concessionaire has completed concreting (M-40 Grade) Test pile at A1 and A2.

Work at Bridge on River Haladi I

278/1(CH 278+530)

Concessionaire has completed concreting (M-40 Grade) Test pile at A1.

Work at Bridge on River Haladi II

282/1(CH 279+540)

Concessionaire has completed concreting (M-40 Grade) Test pile at A2.

Work at Maravante Vaiduct (Km

266+800)

Initial load test has been conducted on Test pile at A2 location.

In Association with



MINOR BRIDGESSl. No.

Design Chaina

geSide Status Remarks

1 123+180 RHS Excavation in

Progress Work in progress

2 128+490 LHS Excavation in


3 139+685 RHS Bottom PCC

Completed Work in progress

4 156+420 LHS Bottom PCC


5 157+655 LHS Slab Completed No further activity

6 157+820 LHS Slab Completed No further activity



8 164+930 LHS Base Raft Completed Work in progress

9 166+009 LHS Haunch Completed Raft in Progress


Completed Raft in Progress

11 187+480 LHS Excavation






In Association with



MINOR BRIDGESSl. No.

Design Chaina

geSide Status Remarks



15 232+710 RHS

2nd Lift Completed up to Wall 3. Wall 4 1st

Lift Completed. Wall 5 Haunch Completed.

Work in progress



17 240+920 RHS Raft Completed at A1,

A2 & P1 Locations

No further activity

18242+64

0 LHSSlab of 5 box

completed out of 9 slab

Work stopped due to hindrance



CUP & PUP

Sl. No.

Design Chaina

ge

Type of

Structure

Side Status Remarks

1 141+235 CUP LHS Top Slab

Completed No further activity

2 143+455 PUP LHS Bottom PCC


3 241+642 PUP

LHS Bottom PCC Completed Work in progress

RHS Bottom PCC Completed Work in progress

4 253+200 PUP LHS Base Raft


In Association with



5 259+560 PUP LHS 1st Lift


6 270+200 PUP LHS 1st Lift


BOX CULVERT

Sr No. Activities Side Present Status Remarks

1 136+920 LHS Excavation in Progress Work in progress2 137+260 LHS Excavation in Progress Work in progress3 141+062 LHS Bottom PCC Completed Work in progress4 141+577 LHS Bottom PCC Completed Work in progress5 156+071 LHS Bottom PCC Completed Work in progress6 156+264 LHS Bottom PCC Completed Work in progress

7 161+562LHS Bottom PCC Completed Work in progressRHS Slab reinforcement in Progress Work in progress

8 163+053 LHS Excavation in Progress Work in progress9 165+357 LHS Slab Completed No further activity

10 166+430 LHS Slab Completed No further activity 11 167+061 LHS Haunch Completed Work in progress12 183+782 LHS Bottom PCC Completed Work in progress13 183+931 RHS Bottom PCC Completed Work in progress14 232+900 LHS Raft Completed Work in progress15 236+040 LHS Haunch Completed Work in progress16 239+830 LHS First Lift Completed Work in progress17 240+240 RHS First Lift Completed Work in progress18 242+170 LHS Raft Completed Work in progress19 243+110 RHS Haunch Completed Work in progress20 244+040 LHS Slab Completed No further activity21 244+125 LHS Slab Completed No further activity

RHS Slab Completed No further activity22 244+920 LHS Slab Completed No further activity23 255+755 LHS Slab Completed No further activity24 264+140 LHS Slab Completed No further activity25 268+675 LHS Slab Completed No further activity

RHS First Lift Completed Work in progress

In Association with



Sl. No.

Description of Work

Total Nos.

Progress Status Up to 31/March/2015

RemarkIn Progress

Up to Previous Month

Started

During this

Month

Cumulative

Not Yet Started

1 Major Bridges 14 3 1 4 10

Load Test Conducted on 3 MJB,

Sharavathi, Kaali, Kollur River Bridge.

2 Minor Bridges 39 6 13 19 20 3 Vehicular

Underpasses 3 Nil Nil Nil 3 4 CUP 6 1 0 1 5 5 PUP 13 - 5 5 8 6 Flyovers 3 Nil Nil Nil 3 7 ROBs 2 Nil Nil Nil 2 8 RUBs 1 Nil Nil Nil 19 Box Culvert 187 17 8 25 162

10 Cut Stone Slab Culvert 1 Nil Nil Nil 1

11 Pipe Culvert 385

12 Marvante Viaduct 1

Nil 1 1 0Initial Load Test on Test Pile

In Association with



C3 Testing

QA /QC Test In progressThe details of the test has given in QA/QC Test Summary under the heading Quality Assurance/ Quality Control

D. MONTHLY PHYSICAL PROGRESS D1Highway Work

Sl. No Items Length (Km.)

Up to Previous

Month (km)

Work done in current Month

(km)Cumulative

Progress (km)

1 Clearing and Grubbing 181

107.567* 12.405* 119.972*

2 Embankment 43.45* 5.755* 49.205*

3 Main Carriageway i) S/Grade

181

21.280* 5.455* 26.735*ii) GSB 1.180* 1.460* 2.640*iii) WMM 0 1.210* 1.210*iv) DBM 0 0.200* 0.200*v) BC NIL NIL NIL

4Service Road (Total Length on LHS and

RHS)61.262

i) S/Grade 0.510 0 0.510ii) GSB 0.510 0 0.510iii) WMM 0.510 0 0.510iv) DBM 0 0.510 0.510v) BC NIL NIL NIL

5 Drain (Total Length on LHS and RHS) 61.262 NIL NIL NIL

6 Major Junctions(Nos.) 17 NIL NIL NIL

7Minor Junctions

including Cross Roads (Nos.)

89 NIL NIL NIL

In Association with



8 Toll Plaza 3 NIL NIL NIL9 Rest Areas 3 NIL NIL NIL

10 Bus Bays and Bus Shelter 53 NIL NIL NIL

11 Truck Laybyes 4 NIL NIL NIL12 Miscellaneous NIL NIL NIL*Work done in part section

D2Structure Work

Description As per CA Completed In progress Not yet

StartedPercentage

ProgressMajor BridgesNew Construction 14 0 3 11 1.207Widening / Repair/ Rehabilitation 14 0 - 14 NILMinor BridgesNew Construction 39 0 19 20 0.314Widening / Repair/ Rehabilitation 20 0 - 20 NILSlab CulvertsReconstruction 25 0 5 20

0.464

Widening / Repair/ Rehabilitation 96 0 17 79Cut Stone Slab CulvertNew Construction 1 0 0 1Box CulvertsNew Construction 66 0 3 63Pipe CulvertsReconstruction 301 0 53 245 0.169Widening / Repair/ Rehabilitation 84 0 19 68 0.064Elevated StructuresNew Construction (2 lane structures) Marvanthe Vaiduct

498m 0 - 498m NIL

FlyoversNew Construction (2 two lane structures and 2 four lane structures)

3 0 - 3 NIL

Vehicular UnderpassNew Construction 3 0 - 3 NIL

In Association with



Description As per CA Completed In progress Not yet

StartedPercentage

ProgressCattle UnderpassNew Construction 6 0 1 5

0.037Pedestrian UnderpassNew Construction 13 0 5 8ROBNew Construction (2 lane structures) 2 0 - 2 NILRUBNew Construction (2 lane structures) 1 0 - 1 NIL

E. PERCENTAGE PROGRESS

As Reported by Concessionaire Value of Civil Work As per IEs Review**Upto Last

MonthDuring The

Month CumulativeUpto Last

MonthDuring The

Month Cumulative

PhysicalFinanci

alPhysica

lFinanci

alPhysica

lFinanci

alPhysica

lFinanci

alPhysica

lFinanci

alPhysica

lFinanci

al

19.649% 36.61%

NP^ NP^19.649%

36.61% 1.91% ** 1.568 ** 3.478% **

NP^-Not Provided

In Association with



QUALITY ASSURANCE / QUALITY CONTROL

In Association with



SOURCE APPROVAL/ MIX DESIGN REVIEWSFor the month of March 2015 source approval is NIL.

SI. No Description Concessionaire Letter no's Submissi

on dateIE's Review &

Comments

1Submission of Wet Mix Macadam (WMM-01)

Design Mix for Approval

IRBWTPL/CTO/KKBOT/353/2015 05.02.2015

Reviewed and Found in Order Refer Letter No:

AECOM/HWH/2014-15GOA 445 Dated:

16.02.2015

2

Submission of Concrete Design Mix of Grade M-35(pile)no-01

with ULTRATECH-53 (OPC) cement and Sikament 610OVTS Concrete Admixture

for Approval



AECOM/HWH/2014-15GOA/470 Dated:

07.03.2015

3

Submission of Concrete Design Mix of Grade M-30(RCC)-01 with ULTRATECH-53 (OPC) cement and FOSROC conplat

SP430 Es2 Concrete Admixture for

Approval




07.03.2015

4

Submission of Concrete Design Mix Grade M-25 (PCC)-04 with ULTRATECH-53 (OPC) cement and

Shaliplast SP432K-7 Concrete Admixture

for Approval




07.03.2015

5

Submission of Concrete Design Mix Grade M-15 (PCC)-03 with ULTRATECH-53 (OPC) cement and

Shaliplast SP432K-7 Concrete Admixture

for Approval




07.03.2015

6 Submission of Concrete Design Mix Grade M-35 (RCC)-01 with ULTRATECH-53 (OPC) cement and Sikament 2002NS

Concrete Admixture M-35 (RCC)-02 with




07.03.2015

In Association with



ULTRATECH-53 (OPC) cement and FOSROC conplast SP430 E S2 Concrete Admixture

for Approval

7Submission of

Granular Sub Base (GSB-02) Design Mix

for ApprovalIRBWTPL/CTO/KKBOT/386/2015 19.02.201

5


AECOM/HWH/2014-15GOA / 469 Dated:

07.03.2015

8M/s TIKITAR INDUSTRIES

( Bituminous Emulsion)IRBWTPL/CTO/KKBOT/442/2015 11.03.201

5


AECOM/HWH/2014-15GOA /493 Dated :

07.03.2015

9M/s Mangalore Refinery and

Petrochemical ltd (MRPL) (Bitumen)




13.03.2015

10 M/s D.P Wirse Pvt. Ltd. (High IRBWTPL/CTO/KKBOT/423/2015 11.03.201

5



14.03.2015

11 Borrow Area -12 @Km-245 + 800 (RHS) IRBWTPL/CTO/KKBOT/410/2015 04.03.201

5



16.03.2015

12 Design mix Bituminous work DBM (11)-01 IRBWTPL/CTO/KKBOT/419/2015 11.03.201

5



16.03.2015

13 Granular Sub base GSB-02



In Association with




07.03.2015

14 Concrete Design Mix M-40 (PILE)-03 & 04 IRBWTPL/CTO/KKBOT/415/2015 05.03.201

5

WEATHER REPORT For the Month of :- March-2015

Date Max. Temp (˚C) Min. Temp (˚C) Average Rainfall Remarks

In Association with



(in mm)01.03.2015 32.40 22.10 210.00 02.03.2015 32.20 21.40 .. 03.03.2015 33.00 21.60 ..

04.03.2015 31.70 20.60 ..

05.03.2015 31.90 21.30 ..

06.03.2015 32.10 21.00 ..

07.03.2015 31.30 21.20 ..

08.03.2015 31.00 22.00 ..

09.03.2015 32.40 22.40 ..

10.03.2015 32.20 22.10 ..

11.03.2015 32.70 22.30 ..

12.03.2015 33.10 22.10 ..

13.03.2015 33.40 22.10 ..

14.03.2015 33.20 21.40 ..

15.03.2015 32.60 21.90 ..

16.03.2015 32.80 21.40 ..

17.03.2015 32.50 22.10 .. 18.03.2015 32.40 21.90 .. 19.03.2015 33.10 21.40 .. 20.03.2015 33.30 21.70 .. 21.03.2015 33.40 22.20 .. 22.03.2015 33.70 22.50 .. 23.03.2015 33.90 22.10 .. 24.03.2015 33.40 23.30 .. 25.03.2015 33.50 23.70 .. 26.03.2015 34.10 23.50 .. 27.03.2015 34.30 23.60 ..

28.03.2015 34.10 22.90 ..

29.03.2015 34.50 23.00 .. 30.03.2015 34.10 22.70 .. 31.03.2015 33.70 23.40 ..

EPC's RepresentativeQCE's

RepresentativeConcessionaire's Representative

IE's Representative

In Association with



Quality Control Test Report

(MPR As on - March 01.03.2015 to 31.03.2015)

Sr.NSr.Noo Name of TestName of Test TestTest

MethodMethodFrequencyFrequency

of Testof Test

SpecificatioSpecificationn

RequiremenRequirement (Limit)t (Limit)

CumCumulatiulati

veve Nos.Nos.

ofof Tests Tests

Number of Tests ConductedNumber of Tests Conducted Number of Tests witnessed by I.E.Number of Tests witnessed by I.E.Up toUp to

PreviousPrevious MonthMonth

DuringDuring ThisThis

MonthMonth

Up toUp to DateDate

Up toUp to PreviousPrevious

MonthMonth

DuringDuring ThisThis

MonthMonthUp to DateUp to Date

PassPasseded

FailFaileded

PasPassedsed

FaiFailedled

PassPasseded

FaiFailedled

PasPassedsed

FaiFailedled

PasPassedsed

FaiFailedled

PassPasseded

FailFaileded

EMBANKMENT/SUBGRADE (Borrow Area)

1FREE SWELLING INDEX

IS:2720 (PART-

40)

AS REQUIRED

50 % Max 87 84 0 3 0 87 0 21 0 1 0 22 0

2 GSAIS:2720

(PART-4)2 Test /3000

M3 - 87 84 0 3 0 87 0 22 0 1 0 23 0

3 PLASTICITY TESTIS:2720


M3L.L.<40 %,PI

=< 20 %87 84 0 3 0 87 0 15 0 1 0 16 0

4MAX. DRY DENSITY TEST

IS:2720 (PART-8)

2 Test /3000 M3

For Embankment

-Upto 3m 15.2 kn/m3; More than

3m 16.0kN/m3

84

84 0 3 0 84 0 23 0 1 0 24 0

For Sub Grade- 17.5

kN/m30

5CBR ( Borrow Area)

IS:2720 (PART-

16)

1 Test /3000 M3

For Embankment

- 6 % MIN, For Sub

Grade- 10% MIN

47 45 0 2 0 47 0 13 0 1 0 14 0

In Association with



6DENSITY OF COMP. LAYER

IS:2720 (PART-

28)

1 Set/3000 M2 for

Embankment

For Embankment

- 95% Min, For Sub

Grade- 97% MIN

7505 5936 911569

14750

5105

1497

40934

129

2431 169

1 Set /2000 M2 for

Subgrade2147 1257 54

890

27214

781

1118

48739

24 1857 72

7MOISTURE CONT.TEST

IS:2720 (PART-2)

1 Test /250 M2

-2 % TO +1% OMC

288 288 0200

0 288 02583

681673

55 4256 123

0GL/Existing Shoulder/EXCAVATION/C&G


IS:2720 (PART-

40)

AS REQUIRED

50 % MAX 661 600 8 61 0 661 8 84 0 5 2 89 2

2 SAND CONT.TESTIS:2720


M3 - 586 525 0 61 0 586 0 83 0 5 0 88 0

3 PLASTICITY TESTIS:2720


M3L.L.<75 %,PI

=< 50 %644 583 0 61 0 644 0 87 0 5 0 92 0

4MAX.DRY DENSITY TEST

IS:2720 (PART-8)

2 Test /3000 M3 - 642 581 0 61 0 642 0 91 0 5 0 96 0

5 CBRIS:2720 (PART-

16)

1 Test /3000 M3 - 153 137 1 16 0 153 1 34 0 3 0 37 0


IS:2720 (PART-

28)

1 Set/3000 M2

For BC Soil- 90% MIN, Other than

BC Soil- 95% MIN

1946 1696 53250

0194

653

260

19196

22 456 41

EARTHWORK-SITE CONTROL TEST (FREQUENCY TEST)


IS: 2720 (PART-

40)

AS REQUIRED

50% MAX 40 37 0 3 0 40 0 5 0 1 0 6 0

2 SAND CONT.TESTIS: 2720


M3- 40 37 0 3 0 40 0 6 0 1 0 7 0

In Association with



3 PLASTICITY TESTIS: 2720


M3L.L<75%,PI=

<50%40 37 0 3 0 40 0 6 0 1 0 7 0


IS: 2720 (PART-8)

2 Test /3000 M3

- 40 37 0 3 0 40 0 8 0 1 0 9 0

5 CBRIS:2720 (PART-

16)

1 Test /3000 M3 - 2 0 0 2 0 2 0 34 0 1 0 35 0

EARTHWORK-Existing shoulder


IS: 2720 (PART-

40)

AS REQUIRED

50% MAX 61 4 0 57 0 61 0 6 0 4 0 10 0

2 SAND CONT.TESTIS: 2720


M3- 61 4 0 57 0 61 0 5 0 6 0 11 0



M3L.L<75%,PI=

<50%61 4 0 57 0 61 0 7 0 5 0 12 0


IS: 2720 (PART-8)

2 Test /3000 M3

- 61 4 0 57 0 61 0 6 0 7 0 13 0

5 CBRIS:2720 (PART-

16)

1 Test /3000 M3 - 24 8 0 16 0 24 0 32 0 2 0 34 0

GRANULAR SUB-BASE

1 GRADATIONIS: 2720

{PART-4}1 No/200 M3

GRADING-MORTH

TABLE 400-252 33 0 19 0 52 0 5 4 9 0


{PART-5}2 No/200 M3 LL<25,PI<6 52 33 0 19 0 52 0 3 0 4 0 7 0


IS: 2720 {PART-8}

AS REQUIRED

- 13 13 0 0 0 13 0 2 0 0 0 2 0

4 CBRIS: 2720 {PART-

16}

AS REQUIRED

Min 30% 3 3 0 0 0 3 0 2 0 0 0 2 0

5 10% FINES VALUEBS12

{PART-111}

AS REQUIRED

Min 50 KN 3 3 0 0 0 3 0 1 0 0 0 1 0

In Association with



6WATER ABSORPTION

IS: 2720 {PART-3}

AS REQUIRED

MAX 2% 3 3 0 0 0 3 0 1 0 0 0 1 0


IS: 2720 {PART-

28}

1 TEST/500 M2

Min 98% 23 12 0 11 1 23 1 6 0 36 6 42 6

8MOISTURE CONTENT TEST

IS: 2720 {PART-2}

1 TEST/250 M2

-2% to +1% OMC

11 6 0 5 0 11 0 0 0 5 1 5 1

WET MIX MACADAM(TRIAL DESIGN MIXES)

1 GRADATIONIS: 2386

{PART-1}AS

REQUIRED

GRADING-MORTH

TABLE 400-11

76 24 0 52 0 76 0 2 10 12 0


{PART-5}AS

REQUIREDPI < 6 71 19 0 52 0 71 0 1 0 8 0 9 0


IS: 2720 {PART-8}

AS REQUIRED

- 4 3 0 1 0 4 0 1 0 0 0 1 0

4WATER ABSORPTION

IS: 2720 {PART-3}

AS REQUIRED

MAX 2% 0 0 0 0 0 0 0 0 0 0 0 0 0

5FLAKINESS AND ELONGATION TEST

IS: 2386 {PART-1}

AS REQUIRED

MAX 30% 48 15 0 33 0 48 0 2 0 4 0 6 0

6AGGREGATE IMPACT VALUE

IS: 2386 {PART-4}

AS REQUIRED

MAX 30% 51 18 0 33 0 51 0 2 0 4 0 6 0


IS: 2720 {PART-

28}

1 TEST/500 M2

Min 98% 19 3 0 16 2 19 2 0 0 54 6 54 6

CONCRETE (TRIAL DESIGN MIXES) / STRUCTURAL CONCRETE

1AGGREGATE TESTING FOR DESIGN MIXES

- - - - - - - - - - - - - -

(i)COARSE AGGREGATES GRADATION

IS:2386 (PART-1)

AS REQUIRED

AS PER DESIGN

REQUIRMENT

38 34 0 4 0 38 0 15 0 1 0 16 0

In Association with



(ii)FINE AGGREGATES GRADATION

IS:2386 (PART-1)

AS REQUIRED

AS PER DESIGN

REQUIRMENT

35 33 0 2 0 35 0 15 0 1 0 16 0

(iii) SILT CONTENTIS:2386

(PART-1)AS

REQUIREDMAX 3% 29 28 0 1 0 29 0 14 0 1 0 15 0

(iv)SP. GR. & WATER ABSORPTION OF AGGREGATE

IS:2386 (PART-3)

AS REQUIRED

MAX 2% 29 29 0 0 0 29 0 11 0 0 0 11 0

(v)AGGREGATE IMPACT VALUE

IS:2386 (PART-4)

AS REQUIRED

30% MAX 26 25 0 1 0 26 0 10 0 1 0 11 0

(vi) FLAKINESS TESTIS:2386

(PART-1)AS

REQUIRED35 % MAX 25 24 0 1 0 25 0 9 0 0 0 9 0

(vii)

COMPRESSIVE STRENGTH OF CONCRETE CUBES (Trial Mixes) M-15(PCC)

IS 516

7 Days (Nos. of set) 5 5 0 0 0 5 0 0 0 0 0 0 0

28 Days (Nos. of set) 14 14 0 0 0 14 0 3 0 0 0 3 0

(viii)

COMPRESSIVE STRENGTH OF CONCRETE CUBES (Trial Mixes)-M-20

IS 516

7 Days (Nos. of set) 16 15 2 1 0 16 2 4 2 0 0 4 2

28 Days (Nos. of set) 22 22 2 0 0 22 2 3 1 0 1 3 2

(ix)


IS 516

7 Days (Nos. of set) 11 11 0 0 0 11 0 3 0 0 0 3 0

28 Days (Nos. of set) 18 18 1 0 0 18 1 3 0 0 1 3 1

(x)


IS 516

7 Days (Nos. of set) 11 11 0 0 0 11 0 2 0 0 0 2 0

28 Days (Nos. of set) 19 19 2 0 0 19 2 2 1 0 1 2 2

(xi)


IS 516

7 Days (Nos. of set) 40 12 0 28 0 40 0 2 0 6 0 8 0

28 Days (Nos. of set) 24 21 1 3 0 24 1 3 1 2 0 5 1

(xii) COMPRESSIVE IS 516 7 Days (Nos. of set) 40 12 0 28 0 40 0 2 0 5 0 7 0

In Association with



STRENGTH OF CONCRETE CUBES (Trial Mixes)-M-40

28 Days (Nos. of set) 26 21 6 5 0 26 6 3 1 3 0 6 1

(xii)


IS 516

7 Days (Nos. of set) 29 1 1 28 0 29 1 1 1 8 0 9 1

28 Days (Nos. of set) 2 1 0 1 0 2 0 1 1 1 0 2 1

CONCRETE (DESIGN MIX) / STRUCTURAL CONCRETE

(A) Cement testing for Design Mixes

1FINENESS TEST OF CEMENT

IS 4031 PART 1

1 Test /PER LOT

10% MAX 64 50 0 14 0 64 0 9 0 3 0 12 0

2INITIAL SETTING TIME

IS 4031 PART 5

1 Test /PER LOT

MIN 30 MINUTES

62 48 0 14 0 62 0 11 0 3 0 14 0

3FINAL SETTING TIME

IS 4031 PART 5

1 Test /PER LOT

MAX 600 MINUTES

62 48 0 14 0 62 0 12 0 3 0 15 0

4CONSISTENCY OF CEMENT

IS 4031 PART 4

1 Test /PER LOT

- 62 48 0 14 0 62 0 7 0 2 0 9 0

5SOUNDNESS OF CEMENT

IS 4031 PART 3

1 Test /PER LOT

10MM MAX. 62 48 0 14 0 62 0 7 0 1 0 8 0

6

COMPRESSIVE STRENGTH OF CEMENT MORTAR CUBE

IS 516

3 Days (Nos. of set) 54 37 0 17 0 54 0 7 0 4 0 11 07 Days (Nos. of set) 52 33 0 19 0 52 0 6 0 3 0 9 0

28 Days (Nos. of set) 37 26 0 11 0 37 0 5 0 3 0 8 0

STRUCTURAL CONCRETE-(SITE)

1

AGGREGATE TESTING FOR CONCRETE WORK-(SITE)

- - - - - - - - - - - - - -

(i)COARSE AGGREGATES GRADATION

IS:2386 (PART-1)

One test per day

AS PER MORTH

TABLE 1000-1

363 257 0106

0 363 0 31 0 11 0 42 0

(ii) FINE IS:2386 One test per AS PER 204 151 0 53 0 204 0 21 0 6 0 27 0

In Association with



AGGREGATES GRADATION

(PART-1) dayMORTH

TABLE 1000-2

(iii) SILT CONTENTIS:2386

(PART-1)AS

REQUIREDMAX 3% 201 148 0 53 0 201 0 21 0 7 0 28 0

(iv)MOISTURE CONTENT

IS:2386 (PART-3)

AS REQUIRED

….. 109 88 0 21 0 109 0 12 0 3 0 15 0

(v)AGGREGATE IMPACT VALUE

IS:2386 (PART-4)

AS REQUIRED

30% MAX 128 97 0 31 0 128 0 21 0 2 0 23 0

(vi) FLAKINESS TESTIS:2386

(PART-1)AS

REQUIRED35 % MAX 280 200 0 80 0 280 0 34 0 4 0 38 0

8

COMPRESSIVE STRENGTH OF

CONCRETE CUBES (M-15)

IS 516 7 Days (Nos. of set) 88 46 0 42 0 88 0 7 0 4 0 11 0

28 Days (Nos. of set) 101 44 0 57 0 101 0 5 0 9 0 14 0

9


CONCRETE CUBES (M-20) RCC

IS 516 7 Days (Nos. of set) 28 0 0 28 0 28 0 11 0 3 0 14 0

28 Days (Nos. of set) 0 0 0 0 0 0 0 10 0 0 0 10 0

9


CONCRETE CUBES (M-25)

IS 516 7 Days (Nos. of set) 128 84 0 44 0 128 0 11 0 12 0 23 0

28 Days (Nos. of set) 161 73 0 88 0 161 0 10 0 14 0 24 0

10


CONCRETE CUBES (M-30 RCC)

IS 516 7 Days (Nos. of set) 95 23 0 72 0 95 0 6 0 14 0 20 0

28 Days (Nos. of set) 88 16 0 72 0 88 0 4 0 10 0 14 0

11


CONCRETE CUBES (M-35 RCC)

IS 516 7 Days (Nos. of set) 65 18 0 47 0 65 0 6 0 13 0 19 0

28 Days (Nos. of set) 39 7 0 32 0 39 0 5 0 6 0 11 0

12


CONCRETE CUBES (M-40-PILE)

IS 516 7 Days (Nos. of set) 209 179 0 30 0 209 0 31 0 3 0 34 0

28 Days (Nos. of set) 395 197 0198

0 395 0 39 0 23 0 62 0

In Association with



DENSE BITUMINOUS MACADAM (DESIGN MIX)

1COLD/HOT BIN GRADATION

IS 2386 PART 1

AS REQUIRED

GRADING-1 OF MORTH & TABLE 500-

10

22 2 0 20 0 22 0 1 0 2 0 3 0

2SPECIFIC GRAVITY OF AGGREGATE

IS 4031 PART 5

AS REQUIRED

- 12 4 0 8 0 12 0 2 0 2 0 4 0

3WATER ABSORPTION OF AGGREGATE

IS 4031 PART 5

AS REQUIRED

MAX 2% 12 4 0 8 0 12 0 2 0 2 0 4 0


IS 4031 PART 4

AS REQUIRED

MAX 27% 8 4 0 4 0 8 0 2 1 2 0 4 1

5 PLASTICITY TESTIS 4031 PART 3

AS REQUIRED

MAX 4% 2 0 0 2 0 2 0 0 0 1 0 1 0

6FLAKINESS & ELONGATION TEST

IS 4031 PART 5

AS REQUIRED

MAX 30% 5 1 0 4 0 5 0 1 0 1 0 2 0

7STRIPPING VALUE OF AGGREGATE

IS 4031 PART 5

AS REQUIRED

MIN. 95% RETAINED COATING

2 0 0 2 0 2 0 0 0 1 0 1 0

8MODIFIED MARSHALL TEST

IS 4031 PART 4

AS REQUIRED

STABILITY-900 KN min, FLOW-(2-4) mm MIN Va 3-6%, VMA- 11 %, VFB

65-75%

8 0 0 8 0 8 0 0 0 4 0 4 0

9MAXIMUM SPECIFIC GRAVITY OF MIX

IS 4031 PART 3

AS REQUIRED

- 2 0 0 2 0 2 0 0 0 1 0 1 0

DENSE BITUMINOUS MACADAM (SITE LAYING)

1COLD/HOT BIN GRADATIONS

IS: 2386 (PART-1)

1 Test per plant per

day

Grading-I of MOSRT&H Table 500-

10 0 0 10 0 10 0 0 0 4 0 4 0

In Association with



10


IS 2386 PART 4

1 Test/50 m3

Max. 27% 11 0 0 11 0 11 0 0 0 2 0 2 1

3FLAKINESS & ELONGATION TEST

IS 2386 PART 1

1 Test/50 m3

Max. 30% 11 0 0 11 0 11 0 0 0 4 0 4 0

4MODIFIED MARSHALL TEST

ASTM D-1559

For each 400 tonnes of mix, a set

of 3 specimens subject to a minimum of

two sets per plant per day

Satbility- 20.65 KN

min, Flow-3 mm Min. Va- 3-6%, VMA- 10% min. VFB-65-75 %

8 0 0 8 0 8 0 0 0 4 0 4 0

5GRADATION TEST AFTER BITUMEN EXTRACTION

IRC SP-21

Minimum 2test per

Day 10 0 0 10 0 10 0 0 0 4 0 4 0


1 Test /250

M2 Min 98 % 21 0 0 21 0 21 0 0 0 4 0 4 0

Bitumen ( VG-30) Testing

1 SPECIFIC GRAVITY IS 1202 1 Test / Per

Lot- 5 0 0 5 0 5 0 0 0 1 0 1 0

2ABSOLUTE VISCOSITY

IS 1206 PART 2

1 Test / Per Lot

Min.,2400 poises

5 0 0 5 0 5 0 0 0 0 0 0 0

In Association with



3KINEMATIC VISCOSITY

IS 1206 PART 3

1 Test / Per Lot

Min., 350 cSt 5 0 0 5 0 5 0 0 0 1 0 1 0

4 PENETRATION IS 1203 1 Test / Per

LotMin 45 mm 5 0 0 5 0 5 0 0 0 2 1 2 1

5SOFETENING POINT

IS 12051 Test / Per

LotMin.,47.0 0C 5 0 0 5 0 5 0 0 0 1 0 1 0

EMULSION (RS-I) Testing

1RESIDUE ON 600 MIC

IS 8887 Annex B

1 Test / Per Lot

0.05 Max 1 0 0 1 0 1 0 0 0 1 0 1 0

2 VISCOCITY IS 31171 Test / Per

Lot20-100 Sec 1 0 0 1 0 1 0 0 0 0 0 0 0

EMULSION (CSS-Ih) Testing

1RESIDUE ON 600 MIC

IS 8887 Annex B

1 Test / Per Lot

0.05 Max 1 0 0 1 0 1 0 0 0 1 0 1 0

2 VISCOCITY IS 31171 Test / Per

Lot20-100 Sec 1 0 0 1 0 1 0 0 0 0 0 0 0

In Association with



NCRs

In Association with



Abstract of NCR s SL. No

NCR Ref No Description of NCR Chainage Issue Date Closing Date

1 01 and 02Use of untreated

Reinforcement steel for protection against corrosion.

194+515

(P38 - 1 & 2)16.10.2014 -

In Association with



IMPORTANT COMMUNICATIONS

In Association with



Correspondence Between Concessionaire and IE

SL NO DATE LETTER NO SUBJECT

1 02.03.15 AECOM/HWH/2014-15GOA 456

Approval of estimate for shifting/ relocation of HT/LT Iines and Transformers along NH-66 (formerly NH-17) from Venkatapura River to Sarpankatte (i.e. km 228.00 to Km. 238.00) of NH-66 (earlier NH-17) in Bhatkal Town section-reg

2 02.03.15 AECOM/HWH/2014-15GOA 457

Approval of estimate for shifting/ relocation of HT/LT lines and Transformers along NH-66 (formerly NH-17) from Uttara Kannada District Border (Shiroor) to Maravanthe (i.e. from km 241.000 to 270.000) in Byndoor Sub Division, Kundapur-reg

3 02.03.15 AECOM/HWH/2014-15GOA 460 Submission of Design Report and Structural Drawings of Gangavali Major Bridge (Br. No 151/4)

4 02.03.15 AECOM/HWH/2014-15GOA 461 Submission of Design Report and Structural Drawings of Aghanashini Major Bridge (Br. No 172/1)

5 02.03.15 AECOM/HWH/2014-15GOA 462 Submission of Design Reports and Structural Drawings of Major Bridge (Br. No. 178/2)

6 02.03.15 AECOM/HWH/2014-15GOA 463 Submission of Design Reports and Structural Drawings of Major Bridge (Br. No. 132/3)

7 02.03.15 AECOM/HWH/2014-15GOA 464 Submission of Design Reports and Structural Drawings of Major Bridge ( Br. No. 186/1)

8 AECOM/HWH/2014-15GOA 465

9 07.03.15 AECOM/HWH/2014-15GOA 469 Submission of Granular Sub Base (GSB-02) Design Mix for Approval-reg.

10 07.03.15 AECOM/HWH/2014-15GOA 470

Submission of concrete Design Mix of Grade PCC M-15, M-30(RCC)-01, M-35 (Pile)-01, M-35(RCC)01, M-35(RCC)02, M-25(PCC)-04, with ULTRATECH-53 Grade (OPC) Cement for Aproal-reg

11 07.03.15 AECOM/HWH/2014-15GOA 471 Submission of Details resources based work programme for individual Major Bridges (14 Nos)-reg.

12 07.03.15 AECOM/HWH/2014-15GOA 472 Non submission of Work Programme-reg.

13 07.03.15 AECOM/HWH/2014-15GOA 473 Repair/reflection of defects parapet walls of existing Major / Minor Bridges-reg.

14 07.03.15 AECOM/HWH/2014-15GOA 473(a)

Submission of Monthly Progress Report(M.P.R) delay-reg.

15 07.03.15 AECOM/HWH/2014-15GOA 476 Site inspection of Team Leader for the Month of February-2015-reg.

In Association with



16 07.03.15 AECOM/HWH/2014-15GOA 477 Slow progress of work and lack of Aggregate-reg.

17 07.03.15 AECOM/HWH/2014-15GOA 478 Unsatisfactory curing system of RCC structures along the entire project streatch

18 11.03.15 AECOM/HWH/2014-15GOA 480 Reductionof Row, Construction of Bypass Kumta and construction Flyover at Karwar

19 11.03.15 AECOM/HWH/2014-15GOA 481 Trafic Management Plan

20 12.03.15 AECOM/HWH/2014-15GOA 482Submission of Digital Video Disc of video recording

2112.03.15 AECOM/HWH/2014-15GOA 485 Submission of Typical layout for Truck Lay Bye , Bus

Bay, Rest area and Toll Plaza Drawings

2212.03.15 AECOM/HWH/2014-15GOA 486 Submission of Good for construction Drawings of

Major Bridges across Haladi River 282/1

2312.03.15 AECOM/HWH/2014-15GOA 487 Submission of Good for construction Drawings of

Major Bridges across Haladi River 281/1

24

12.03.15 AECOM/HWH/2014-15GOA 488

Fixing print out facility at the HM Plants at Km 133.825 LHS and Km 260.600 LHS - reg.

2513.03.15 AECOM/HWH/2014-15GOA 489 Source approval for Bitumen from M/s Mangalore

Refinery and petrochemical Limited (MRPL) Mangalore

2613.03.15 AECOM/HWH/2014-15GOA 492

Deviation of Slab culverts and conversion into Box Culvert as per revised Schedule -B page No 245 251 of Concessionaire Agreement

2713.03.15 AECOM/HWH/2014-15GOA 493 Source approval for Emulations from M/s TIKI TARA

Idustry Limited (Mumbai)

2814.03.15 AECOM/HWH/2014-15GOA 495 Source approval for DP Wires Pvt. Ltd.for Supply of

LRPC Strands

2914.03.15 AECOM/HWH/2014-15GOA 496 Review report of Plan & Profile from Km. 93+700 to Km

106+000 and for Kn. 158.000 to Km 221.000

14.03.15 AECOM/HWH/2014-15GOA 497Submission of Concrete Design Mix of Grade M-40, [Pile]-03 with VASAVDATTA – 53 (OPC) Cement and Sikament 2002NS Concrete Admixture and M-40 (Pile)- 04 with VASAVDATTA – 53 (OPC) Cement and FOSROC conplast SP 430 ES 2 Concrete Admixture for Approval-

3016.03.15 AECOM/HWH/2014-15GOA 498 Submission of Dencs Bituminous macadam Gr II (DBM -

II) -01 Job Mix Formula for Approval

In Association with



3116.03.15 AECOM/HWH/2014-15GOA 499 Source Approval for Borrow area No-12 at km.

285+800 (RHS) inside lead 2.00 Km 32 16.03.15 AECOM/HWH/2014-15GOA 501 Project Mile Stone -II 33 16.03.15 AECOM/HWH/2014-15GOA 502 Details of financial progress for Feb -2015 34 16.03.15 AECOM/HWH/2014-15GOA 503 Project Cost Statement as on 31/10/2014 35

17.03.15 AECOM/HWH/2014-15GOA 504Delay's During Construction (Pursuant to Cl. 13.4 of CA)

36 17.03.15 AECOM/HWH/2014-15GOA 505 Site Inspection of Safety Report Reminder 37 17.03.15 AECOM/HWH/2014-15GOA 506 Applicable Permits

38

17.03.15 AECOM/HWH/2014-15GOA 507 Grant of Working permission regarding transfer of Defense land to the NHAI for conversion of existing NH -66 (formerly NH-17) into 4/6 laning Dual Carriageway

3917.03.15 AECOM/HWH/2014-15GOA 508 Approval of estimate for shifting of HT/LT lines Kali

Bridge Karwar

4025.03.15 AECOM/HWH/2014-15GOA 513 Submission of Proof Checked structural Drawings of

Major Bridge across Kali River (Br. No 103/1 41 25.03.15 AECOM/HWH/2014-15GOA 514 AIV test results 42

25.03.15 AECOM/HWH/2014-15GOA 516PRO Platform for infrastructure and Matrial Providers

4325.03.15 AECOM/HWH/2014-15GOA 517 Submission of Design and Drawings of Flyover at Ch.

133+825 for review 44

26.03.15 AECOM/HWH/2014-15GOA 519Delay's During Construction (Pursuant to Cl. 13.4 of CA)

4526.03.15 AECOM/HWH/2014-15GOA 520 Submission of Dense Bituminous Macadam Gr-

I(DBM I) Job Mix Formula for approval 46

26.03.15 AECOM/HWH/2014-15GOA 522 Cube compression testing machine at lab Km. 254.860 (RHS)

47 26.03.15 AECOM/HWH/2014-15GOA 523 Submission of test report of DBM - Gr II 48 26.03.15 AECOM/HWH/2014-15GOA 524 Pavement Design 49

26.03.15 AECOM/HWH/2014-15GOA 525 Submission of "Good For Construction" Drawings for 25 Nos.Minor Bridges - rsg.

5026.03.15 AECOM/HWH/2014-15GOA 526 Submission of revised Drawings of Major Bridge across

KollurRiver -275/1- reg.

5126.03.15 AECOM/HWH/2014-15GOA 527 Submission of "Good for Construction" Drawings for

Box Culverts from Km.220+000 to Km.280+000- reg. 52

27.03.15 AECOM/HWH/2014-15GOA 529 Submission of Design and Drawings of Flyover at Ch. 133+825 for review

In Association with



5328.03.15 AECOM/HWH/2014-15GOA 530

Prescribed formats of Monthly report (Reminder-1)

54

28.03.15 AECOM/HWH/2014-15GOA 531Fixing print out facility at the HM Plants at Km 133.825 LHS and Km 260.600 LHS - reg.

5531.03.15 AECOM/HWH/2014-15GOA 533

Kerb Laying at Km 267.600 to267.800 LHS carraigeway-reg.

5631.03.15 AECOM/HWH/2014-15GOA 534 Fixing print out facility at the RMC Plants at Km

133.825LHS and Km 152.330 LHS - reg.

5731.03.15 AECOM/HWH/2014-15GOA 535 Source Approval for D.P Wires Pvt.Ltd. for supply of

LRPC strands Joint factory inspection - reg.

5831.03.15 AECOM/HWH/2014-15GOA 536

Submission of test result for initial load test pile report near A2 side of Maravante evelvated structure on LHS (Ch. 266.800)

Correspondence Between NHAI and IE

SL NO DATE LETTER NO SUBJECT

1 02.03.15 AECOM/HWH/2014-15GOA458Verification of RA bill No 5 for shifting of electrical lines poles in Bailur to Venkatapur Bridge & Sarppankate Shiroor Border in Bhatkal Rural Sub division

2 02.03.15 AECOM/HWH/2014-15GOA459

Approval of estimate for shifting/ relocation of HT/LT lines and Transformers along NH-66 (formerly NH-17) from Kasargod to Bailur corss (Km.193.000 to Km.216.000) in Honnavar Sub Division reg.

3 05.03.15 AECOM/HWH/2014-15GOA466

Approval of estimate for shifting/ relocation of HT/LT lines and Transformers along NH-66 (formerly NH-17) from Venkatapur river to Sarpankatte(Km.228.000 to Km.238.000)of NH-66 (earlier NH -17) in Bhatkal town section- reg.

4 05.03.15 AECOM/HWH/2014-15GOA467

Approval of estimate for shifting/ relocation of HT/LT lines and Transformers along NH-66 (formerly NH-17) from Uttarakannada District Border(Shiroor) to Maravanthe ( i.e. Km.241.000 to Km.270.000)of NH-66 (earlier NH -17) in Baindoor sub division Kundapur

5 7.03.15 AECOM/HWH/2014-15GOA474 Visit of Safety Expert Mr. Madhusudan Rao-reg.

In Association with



6 7.03.15 AECOM/HWH/2014-15GOA475 Leave Application of Mr. Devaraj B. C.resident Engineer 2-reg.

7 09.03.15 AECOM/HWH/2014-15GOA479

Submission of Design, Drawings and Geotechnical investigation report of ROB at Km. 164+825 and Km. 238+125 and RUB at Km. 173+025for approvals from Konkan Railway

8 12.03.15 AECOM/HWH/2014-15GOA483 Public Complaint received from Shri Ramray venku Naik R/O Sadashivgad Village Karwar

9 12.03.15 AECOM/HWH/2014-15GOA484 Public grievance received from Shri Naresh P.Raikar R/O Kodsani village Ankola Taluk

10 13.03.15 AECOM/HWH/2014-15GOA490 List of Gazetted Holidays of Government of India as Holidays

11 13.03.15 AECOM/HWH/2014-15GOA491Grant of work permission regarding transfer of Defence land to the NHAI by Seabird Authorities / Shifting of Toll Plaza

12 14.03.15 AECOM/HWH/2014-15GOA494 Replacement of Vehicle13 16.03.15 AECOM/HWH/2014-15GOA500 Laying of OFC Cable along NH -6614 18.03.15 AECOM/HWH/2014-15GOA509 Approval of CV for Sub Professional Staff15 18.03.15 AECOM/HWH/2014-15GOA510 Leave of Team Leader

16 18.03.15 AECOM/HWH/2014-15GOA511 Submission of Monthly inspection for the Month February 2015.

17 20.03.15 AECOM/HWH/2014-15GOA512 Environmental Monitoring

18 25.03.15 AECOM/HWH/2014-15GOA515 Reduction of ROW, Construction of Bypass Kumta and construction Flyover at Karwar

19 25.03.15 AECOM/HWH/2014-15GOA518 Signature of Team Leader

20 27.03.15 AECOM/HWH/2014-15GOA528 Reimbursement of Service Tax from April 2014 to December 2014

21 28.03.15 AECOM/HWH/2014-15GOA532 Shifting of Toll Plaza from Ch: 179.800 to Ch: 182+853

22 31.03.15 AECOM/HWH/2014-15GOA537 Submission of Invoice No. 12 for the Month of March - reg.

In Association with



LAPSES, DEFECTS/DEFECIENCIES

Sl. NoLAPES AND DEFECTS CONCESSIONAIRE

COURSE OF ACTIONINDEPENDENT

ENGINEER REMARKS

1Finished surface of concrete wall of PUP at Km141+235 , 259+560 and 270+200 .

During inspection Concessionaire was instructed to rectify the defects

In Association with



2

Absence of Electrical safety such as board connected with open wires and board fixed near Gas storage & shed for switches etc. at Kali Bridge & sharavathi Bridge

Requested to procure

3 Absence of fire Extinguish at Kali Bridge & sharavathi Bridge Requested to procure

4 Damaged Parapet wall of existing Bridges.

During inspection Concessionaire was instructed to rectify the defects

5 No life jackets for visitors at Kali River, Sharavathi River. Requested to procure

In Association with



SITE PHOTOGRAPHS

DMB Laying @ km 267+000 LHS DMB Laying @ km 267+100 LHS

In Association with



Embankment Top @ km 158+500 LHS Pipe laying @ km 163+760 LHS

Embankment Top @ km 158+500 LHS Level Checking at Ch: 124+130

In Association with



ANNEXURES

In Association with



In Association with



ANNEXURE 1

In Association with



Sl.No Letter No. DD/DN No. Status Date

1 IRBWTPL-CTO-KKBOT-372 -2015 DD 400 GAD (Sheet 1 of 2) 24.02.152 IRBWTPL-CTO-KKBOT-372 -2015 DD 401 GAD (Sheet 2 of 2) 24.02.15

3 IRBWTPL-CTO-KKBOT-372 -2015 DD 402 Numerication Details of Deck 33.75 m & 37.5m Span 24.02.15

4 IRBWTPL-CTO-KKBOT-372 -2015 DD 403 Numeration Details of Deck 30m Span 24.02.155 IRBWTPL-CTO-KKBOT-372 -2015 DD 404 Numeration Details of PSC I-Girder 24.02.15

6 IRBWTPL-CTO-KKBOT-372 -2015 DD 405 Prestress Cable Layout of PSC I-Girder 33.75 & 37.5m Span 24.02.15

7 IRBWTPL-CTO-KKBOT-372 -2015 DD 406 Prestress Cable Layout of PSC I-Girder 30m Span 24.02.15

8 IRBWTPL-CTO-KKBOT-372 -2015 DD 407 RC Details of PSC I-Girder 33.75m Span 24.02.159 IRBWTPL-CTO-KKBOT-372 -2015 DD 408 RC Details of PSC I-Girder 37.5m Span 24.02.1510 IRBWTPL-CTO-KKBOT-372 -2015 DD 410 RC Details of Deck Slab - 33.75m Span 24.02.1511 IRBWTPL-CTO-KKBOT-372 -2015 DD 411 RC Details of Deck Slab - 37.5m Span 24.02.15

12 IRBWTPL-CTO-KKBOT-372 -2015 DD 414 Numeration & RC Details of End Diaphragm - 33.75m Span 24.02.15


14 IRBWTPL-CTO-KKBOT-372 -2015 DD 416 Layout & Load Details of POT/PTFE Bearings 24.02.15

15 IRBWTPL-CTO-KKBOT-372 -2015 DD 419 Numeration & RC Details of pier cap for fixed pier (Sheet 1 of 2) - Aghanashimi River 172/1 24.02.15

16 IRBWTPL-CTO-KKBOT-372 -2015 DD 420 Numeration & RC Details of pier cap for fixed pier (Sheet 2 of 2) - Aghanashimi River 172/1 24.02.15

17 IRBWTPL-CTO-KKBOT-372 -2015 DD 421 RC Details of free / EJ & Fixed pier-Aghanashimi River 172/1 24.02.15

18 IRBWTPL-CTO-KKBOT-372 -2015 DD 423 Numeration & RC Details of pile & pile cap for fixed pier -Aghanashimi River 172/1 24.02.15

19 IRBWTPL-CTO-KKBOT-372 -2015 DD 424 Numeration & RC Details of pier cap for free / EJ pier (sheet 1 of 2) - Aghanashimi River 172/1 24.02.15

20 IRBWTPL-CTO-KKBOT-372 -2015 DD 425 Numeration & RC Details of pier cap for free / EJ pier (sheet 2 of 2) - Aghanashimi River 172/1 24.02.15

21 IRBWTPL-CTO-KKBOT-372 -2015 DD 426 Numeration Details of abutment - Aghanashimi River 172/1 24.02.15

22 IRBWTPL-CTO-KKBOT-372 -2015 DD 427 RC Details of abutment - Aghanashimi River 172/1 24.02.15

23 IRBWTPL-CTO-KKBOT-372 -2015 DD 428 RC Details of pile & pile cap for abutment - Aghanashimi River 172/1 24.02.15

24 IRBWTPL-CTO-KKBOT-372 -2015 DD 500 General Arrangement of Major Bridge across Stream-178/2 (Sheet 1 of 2) 24.02.15

25 IRBWTPL-CTO-KKBOT-372 -2015 DD 501 General Arrangement of Major Bridge across Stream-178/2 (Sheet 2 of 2) 24.02.15

26 IRBWTPL-CTO-KKBOT-372 -2015 DD 502 Numeration Details of Deck - 30m Span 24.02.1527 IRBWTPL-CTO-KKBOT-372 -2015 DD 503 Numeration Details of PSC I-Girder 30m Span 24.02.15

28 IRBWTPL-CTO-KKBOT-372 -2015 DD 504 Prestress Cable Layout of PSC I-Girder 30m Span 24.02.15

29 IRBWTPL-CTO-KKBOT-372 -2015 DD 508 Layout & Load Details of POT/PTFE Bearings 24.02.15

In Association with



30 IRBWTPL-CTO-KKBOT-372 -2015 DD 509 Numerication & RC Details of Pile cap for fixed arrangement(Sheet 1 of 2) 24.02.15

31 IRBWTPL-CTO-KKBOT-372 -2015 DD 510 Numerication & RC Details of Pile cap for fixed arrangement(Sheet 2 of 2) 24.02.15

32 IRBWTPL-CTO-KKBOT-372 -2015 DD 516 Numerication Details of Abutment 24.02.1533 IRBWTPL-CTO-KKBOT-372 -2015 DD 517 RC Details of Abutment 24.02.1534 IRBWTPL-CTO-KKBOT-372 -2015 DD 518 RC Details of pile and pile cap for Abutment 24.02.15

35 IRBWTPL-CTO-KKBOT-387 -2015 DD 1100A

Genera! Arrangement of Major Bridge across Kollur

River - 275/\ (Sheet 1 of 6)05.03.15


General Arrangement of Major Bridge across Koilur

River - 27511 (Sheet 2 of 6)05.03.15



River - 27511 (Sheet 3 of 6)05.03.15



River - 27511 (Sheet 4 of 6)05.03.15



River - 27511 (Sheet 5 of 6)05.03.15



River - 27511 (Sheet 6 of 6)05.03.15

41 IRBWTPL-CTO-KKBOT-387 -2015 DD 1102 Numeration Details of thp Deck span 33.9m 05.03.1542 IRBWTPL-CTO-KKBOT-387 -2015 DD 1103 Numeration Details of PSC l-Girder Span 33.9m 05.03.1543 IRBWTPL-CTO-KKBOT-387 -2015 DD 1104 Prestressig Details of PSC l-Girder Span 33.9m 05.03.1544 IRBWTPL-CTO-KKBOT-387 -2015 DD 1105 RC Details of PSC l-Girder - .Span 33.9m 05.03.1545 IRBWTPL-CTO-KKBOT-387 -2015 DD 1106 RC Details of Deck slab - .Span 33.9m 05.03.15

46 IRBWTPL-CTO-KKBOT-387 -2015 DD 1107 Numeration Details of end Diaphargm Span 33.9m 05.03.15

47 IRBWTPL-CTO-KKBOT-387 -2015 DD 1108 Layout and Load D"tails fot POT/PTFE bearings 05.03.15

48 IRBWTPL-CTO-KKBOT-387 -2015 DD 1109 Numeration & RC Details of Pile & Pile Cap for Fixed Fier (sheet 1 of 2) 05.03.15

49 IRBWTPL-CTO-KKBOT-387 -2015 DD 1110 Numeration & RC Details of Pile & Pile Cap for Fixed Fier (sheet 2 of 2) 05.03.15

50 IRBWTPL-CTO-KKBOT-387 -2015 DD 1111 RC Details of Free and Fixed Pier 05.03.15

51 IRBWTPL-CTO-KKBOT-387 -2015 DD 1112 Numercation & RC Details of Pile & Pile Cap for Free / EJ Pier 05.03.15

52 IRBWTPL-CTO-KKBOT-387 -2015 DD 1113 Numeration & RC Details of Pile & Pile Cap for rl4q-lgl 05.03.15

53 IRBWTPL-CTO-KKBOT-387 -2015 DD 1116 Numeration of spill through abutment A1 A2 05.03.1554 IRBWTPL-CTO-KKBOT-387 -2015 DD 1117 RC Details of Dirt wall, abutment cap and stem 05.03.15

55 IRBWTPL-CTO-KKBOT-387 -2015 DD 1118 Numeration & RC Details of Pile cap & Piles for abutment 05.03.15

56 IRBWTPL-CTO-KKBOT-387 -2015 DD 1119 Numeration & RC Details of Pier Cap for Free Piers (Sheet 1 of 2) 05.03.15

In Association with



57 IRBWTPL-CTO-KKBOT-387 -2015 DD 1120 Numeration & RC Details of Pier Cap for Free Piers (Sheet 1 of 2) 05.03.15

58 IRBWTPL-CTO-KKBOT-412 -2015 DD 1400 General Arrangement of Major Bridge across Haladi River – 282/1 (Sheet 1 of 2) 10.03.15

59 IRBWTPL-CTO-KKBOT-412 -2015 DD 1401 General Arrangement of Major Bridge across Haladi River – 282/1 (Sheet 2 of 2) 10.03.15

60 IRBWTPL-CTO-KKBOT-412 -2015 DD 1402 Numeration Details of the Deck – Span 33.7m. 10.03.15

61 IRBWTPL-CTO-KKBOT-412 -2015 DD 1403 Numeration Details of PSC I-Girder – Span 33.7m. 10.03.15

62 IRBWTPL-CTO-KKBOT-412 -2015 DD 1404 Prestressing Details of PSC I-Girder – Span 33.7m. 10.03.15

63 IRBWTPL-CTO-KKBOT-412 -2015 DD 1405 R.C. Details of PSC I-Girder – Span 33.7m. 10.03.1564 IRBWTPL-CTO-KKBOT-412 -2015 DD 1406 RC Details of Deck Slab - 33.7m Span 10.03.15


66 IRBWTPL-CTO-KKBOT-412 -2015 DD 1408 Layout and Load Details for POT/PTFE Bearings 10.03.15

67 IRBWTPL-CTO-KKBOT-412 -2015 DD 1409 Numeration & RC Details of Pier Cap for Fixed Pier (Sheet 1 of 2) 10.03.15

68 IRBWTPL-CTO-KKBOT-412 -2015 DD 1410 Numeration & RC Details of Pier Cap for Fixed Piers (Sheet 2 of 2) 10.03.15

69 IRBWTPL-CTO-KKBOT-412 -2015 DD 1411 RC Details of Free and Fixed Pier 10.03.15

70 IRBWTPL-CTO-KKBOT-412 -2015 DD 1412 Numeration & RC Details of Pile & Pile Cap for Free / EJ Pier 10.03.15

71 IRBWTPL-CTO-KKBOT-412 -2015 DD 1413 Numeration & RC Details of Pile & Pile Cap for Fixed Pier 10.03.15

72 IRBWTPL-CTO-KKBOT-412 -2015 DD 1415 Sub-Soil Profile and Founding Levels 10.03.1573 IRBWTPL-CTO-KKBOT-412 -2015 DD 1416 Numerication Details of Abutment - A2 10.03.1574 IRBWTPL-CTO-KKBOT-412 -2015 DD 1417 RC Details of Abutment - A2 10.03.15

75 IRBWTPL-CTO-KKBOT-412 -2015 DD 1418 RC Details of Piles & Pile cap for Abutment - A2 10.03.15

76 IRBWTPL-CTO-KKBOT-412 -2015 DD 1419 Numeration & RC Details of Pier Cap for Free/EJ Piers (Sheet 1 of 2) 10.03.15

77 IRBWTPL-CTO-KKBOT-412 -2015 DD 1420 Numeration & RC Details of Pier Cap for Free/EJ Piers (Sheet 2 of 2) 10.03.15

In Association with



ANNEXURE- 2

Status Of Designs and Drawings

SL.No

Submission from Concessionaire

Details of items / Components Status Remarks

1

Received Designs & Drawings vide letter no. IRBWTPL-CTO-KKBOT-011-2014 dated 02.04.2014

Geotechnical Recommendation report for Haladi -1 River Bridge at Km. Ch. 281: DN137

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/21 Dated 13.05.2014. Compliance report on IE's comments received from Concessionaire vide letter no. IRBWTPL-CTO-KKBOT-067-2014 dated 18.06.2014.

2


Geotechnical Recommendation report for Haladi -2 River Bridge at Km. Ch. 282: DN147


3


Hydrology Report for Haladi River No. RP-301/0

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/34 Dated 19.05.2014

4

Received Design Report vide letter no. IRBWTPL-CTO-KKBOT-011-2014 dated 02.04.2014

Geotechnical Recommendation report for Kollur River Bridge at Km. Ch. 275: DN117


5


Submission of Design Reports and Structural Drawings of Kollur Bridge (Br. No. 275/1), Haladi Bridge (Br.No. 281/1)

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/412, 413, 414 Dated 23.01.2015.

6


Hydrology report for Kollur river RP-303/R0


In Association with



7


Methodology of initial load test on test pile by Anchor reaction fram method for Sharavathi Major Bridge.

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/055 Dated 02.06.2014 Received Compliance report on IE's comments received from Concessionaire vide letter no. IRBWTPL-CTO-KKBOT-8865-2014 dated 24.06.2014. Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/130 Dated 16.07.2014

8


Design of pier cap type for Haladi-1, Haladi-2, Kollur & Gangavali Bridge DN-135

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/070 Dated 13.06.2014.

9


Review of superstructure drawings of Three Major Bridges viz. Aghanashini river bridge (BR No: 172/1), BR No: 178/2 accros the Stream & BR No: 280/1 across the Stream.

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/309,437,461 Dated 05.11.2014

10

Received Designs & Drawings vide letter no. IRBWTPL-CTO-KKBOT-25,37,42-2014 dated 29.04.2014 20.05.14

Submission of designed report & Structural Drawing of Aghanashini Major Bridge No. 172/1


11

Received Mail from Dhananjay Bhide, Vice President (Structure Design), Modern Road Makers Pvt. Ltd. Dated :18.06.2014 forwording DN-001 for DBR R0 for Major Bridges

Design Basis Report- Major Bridges (R0), Sep,2014


12


General Arrangement Drawing of Major Bridge Across Sharavathi River Drawing No. DD-700 & DD-701


13

Received Design Report vide letter no. IRBWTPL-CTO-KKBOT-011-2014 dated 02.04.2014 IRBWTPL-CTO-KKBOT-069-2014 dated 21.06.2014

Revised GAD of ROB's at Ch. 164+285(DD-1500) & Revised GAD of ROB at Ch. 238+185 (DD-1600)


14

Received Design report vide letter no. IRBWTPL-CTO-KKBOT-063-2014 dated 16.06.2014

Hydrology Report of Sharavathi Bridge (197/1) DN, RP-307 (Rev 0) Foundation Recommendation Report of Sharavathi Bridge (197/1) DN-007 (Rev-0)

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/110 Dated 04.07.2014 & AECOM/HWH/2013-14/GOA/135 Dated 23.07.2014 Compliance report on IE's comments received from

In Association with



Concessionaire vide letter no. IRBWTPL-CTO-KKBOT-096-2014 dated 21.07.2014. & 118 dted: 20.08.14

15

Revised Design Report vide letter no. IRBWTPL-CTO-KKBOT-024-2014 dated 29.04.2014 & IRBWTPL-CTO-KKBOT-030-2014 dated 03.05.2014 & IRBWTPL-CTO-KKBOT-053-2014 dated 09.06.2014

Geotechnical Investigation Report (For PUP's & CUP's) Design Report (for PUP's & CUP's ) General Arrangement Drawings (for PUP's & CUP's)

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/117 Dated 10.07.2014 & 134 dted: 19.7.14 Compliance report on IE's comments received from Concessionaire vide letter no. IRBWTPL-CTO-KKBOT-135-2014 dated 08.09.2014. & 128 dtd: 02.09.14 & 171 dtd: 08.09.14

16

Revised Design Report vide letter no. IRBWTPL-CTO-KKBOT-053-2014 dated 09.06.2014.

Submission of Design Report & Geotechnical Investigation Report of five (5) Minor Bridge at Ch. 153+569, Ch. 164+930, Ch.224+634, Ch. 230+153 & Ch. 240+920 for review.

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/134 & 117 Dated 19.07.2014 Compliance report on IE's comments received from Concessionaire vide letter no. IRBWTPL-CTO-KKBOT-106, 265 dated 07.08.2014. 01.10.14

17


Geotechnical Investigation Report of five (3) Minor Bridges at Ch. 166+011, Ch. 195+924 & Ch. 232+713 for review


18


Submsion of Design report & Structuaral drawings of Major Bridge(Br No. 132/3)


19Received Designs & Drawings vide letter no. IRBWTPL-CTO-KKBOT-097-2014 dated 21.07.2014 & IRBWTPL-CTO-KKBOT-101-2014 dated 29.07.2014

Inspection and Condition of Survey Report for Major Bridge, Venkatapura River - 229/3, kaali River 103/1, Gangavali River 151/4, Aghnashini river 172/1, Sharavathi river 275/1, Haladi river 171/1, Kollur river 275/1 & Haladi river 281/1


20


Location and RC details of test pile- BH- 9 DD-171 Revission A of Kaali River Ch. 102.450.

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/188 Dated 25.08.2014 Compliance report on IE's comments received from Concessionaire vide letter no. IRBWTPL-CTO-KKBOT-134-2014 dated 05.09.2014.

21


Inspection and Condition Survey Report for the following structure 1) Stream Bridge No.


In Association with



177/400, 2) Stream Bridge No. 186/100, 3)ROB Bridge No.165/920, 4) Uppunda River Bridge No. 283/400, 5) Stream Bridge No.280/100, 6) ROB Bridge No. 240/100.

22

Received Designs & Drawings vide letter no. IRBWTPL-CTO-KKBOT-8865-2014 dated 24.06.2014 & IRBWTPL-CTO-KKBOT-9212-2014 dated 06.08.2014

Drawing and Design for Latteral pile load test at Sharavathi River Bridge at Ch. 194+515


23


Foundation Recommendation Report for Tallur Bridge No. 280/1


24


Hydrology Report for Stream 132/3 RP-311/R0

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/188 Dated 25.08.2014.

25


GAD & Supperstructure Drawings of Sharavathi River Bridge at Ch. 194+515 ( Bridge No 197/1)


26


Submission of Location and RC details of test Pile BH-9 of Kaali River -103/1- reg.


27

Meeting Conducted at AECOM Office Gurgaon on Dated 05.Sep,2014 along with Mr. Prashanth Dongre (Represent of IRB ) & Mr. Murthi ( Designer AARVEE)

Finalization of 11 nos PUP, 5 nos CUP & 2 nos Minor Bridges. Minor Bridge Ch. 164+930, Ch. 153+569 & PUP at Ch. 185+232, Ch. 129+320, Ch. 143+455, Ch. 188+510, Ch. 241+650, Ch. 248+973, Ch. 253+200, Ch. 254+351, Ch. 259+567, Ch. 262+342, Ch. 270+207, &CUP at Ch. 255+601, Ch 193+726, Ch 177+240, Ch 141+235, CH 225+601


28


Hydrology Report for Haladi River No. RP-301/RA


29


Hydrology Report for Kollur river RP-303/RB


30 Received Designs & Drawings Hydrology Report for Reviewed and observations conveyed

In Association with



vide letter no. IRBWTPL-CTO-KKBOT-108-2014 dated 08.08.2014

Gangavali River No. RP-310/R0

to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/231 Dated 12.09.2014

31


Hydrology Report for Venkatapura River No. RP-306/RA


32


Hydrology Report for Uppunda River No. RP-305/RA


33


Hydrology Report for Stream260/1 RP-304/RA


34


Hydrology Report for Aghanashini River No. RP-309/RA


35


Hydrology Report for Stream132/3 RP-311


36


Hydrology Report RP-302 Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/201 Dated 30.08.2014

37


Submission of Design & Drawings for Kaali Bridge - 103/1


38


Submission of Topography Survey Drawings


39


Submission of GAD's of Both ROB's (on Tracing Paper) for further submission to KRCL.


40


Submission of revised Drawings & Designs for Bridge Across Sharavathi River - 197/1


41


Submission of Design &Drawings for Kaali Bridge-103/1


42


Submission of Design and Drawings for Minor Bridges-reg


43 Received Designs & Drawings Submission of Hydralogy Reviewed and observations conveyed

In Association with



vide letter no. IRBWTPL-CTO-KKBOT-129-2014 dated 02.09.2014

Report RP-308 to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/224 Dated 09.09.2014

44


Submission of Design &Drawings for Kaali Bridge-103/1


45


Submission of Location & RC Details of Test Pile BH - 09 of Kaali River 103/1


46

Received Designs & Drawings vide letter no. IRBWTPL-CTO-

KKBOT-135-2014 dated 08.09.14

Submission of Design report & Geotechnical

Investigation Report of cattle / Pedestrian

Underpasses for review for following location as under

(Group 1-PUPs at Ch. 129+320, Ch. 143+455,

Ch.18+510, Ch. 241+650 & Ch. 248+973, Ch: 253+200, Ch: 254+351, Ch: 259+567, Ch: 262+342, Ch: 272+207)

(Group2 - CUPs at Ch: 141+235) (Group 3- PUP at

Ch: 185+232) (Group 4 - CUPs at Ch: 177+240 and CH: 255+601) , (Group 5-

CUP at CH: 193+726)

Reviewed and observations conveyed to Concessionaire vide letter no.

AECOM/HWH/2013-14/GOA/117,247 Dated 10.07.2014, 23.09.2014

47


Submission of Design & Drawings for Bridge Across Sharavathi River. 197/1

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/243 Dated 19.09.2014 Compliance report on IE's comments received from Concessionaire vide letter no. IRBWTPL-CTO-KKBOT--2014 dated 21.07.2014. & 118 dted: 20.08.14

48

Received Designs & Drawings vide letter no. IRBWTPL-CTO-KKBOT-110,142-2014 dated 04.07.2014, 16.09.2014



49


Submission of Design & Drawings of Maravanthe Viaduct

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/248, 332 Dated 23.09.2014, 20.11.2015

50

Received Designs & Drawings vide letter no. IRBWTPL-CTO-

KKBOT-146-2014 dated 18.09.2014

Submission of Drawings for Pipe Culvert (29 locations) at design chainages viz. Ch: 221+589, Ch: 222+455, Ch: 222+571, Ch: 222+888, Ch: 222+453, Ch: 223+549, Ch: 223+771, Ch: 224+129, Ch:


AECOM/HWH/2013-14/GOA/250 Dated 25.09.2014 &

AECOM/HWH/2013-14/GOA/302 Dated 04.11.2014

In Association with



224+700, Ch: 228+286, Ch: 228+506, Ch: 233+483, Ch: 234+360, Ch: 234+589, Ch: 234+888, Ch: 236+652, Ch: 237+223, Ch: 237+666, Ch: 253+382, Ch: 256+624, Ch: 257+187, Ch: 259+740, Ch: 260+538, Ch: 261+582, Ch: 264+848, Ch: 265+492, Ch:

270+010 & Ch: 270+273 from km 220+000 to km

280+000

51


Submission of Design of Ground Anchor for Pile Load Test


52




53


Appopintment of Proof Consultant for Proof Checking of Design &Drawings for Kaali & Sharavathi River Bridge.

54


Submission of Design & Drawings of Pier Cap for Haladi 1 , Haladi 2, Kollur, Gangavali Bridges.


55


Submission of Location & RC Details of Test Pile near BH -1A of Kaali River 103/1


56


Requirement of additional initial load tests at Bridge acros Sharavathi River-197/1.- reg.


57 Received Designs & Drawings vide letter no. IRBWTPL-CTO-

KKBOT-160-2014 dated 29.09.2014

Submission of Drawings for Hume Pipe Culverts (22

Locations) at Design Chainages viz. Ch:

223+671, Ch: 225+069, Ch: 225+632, Ch: 229+066, Ch: 229+671, Ch: 230+069, Ch: 230+375, Ch: 230+942, Ch: 231+746, Ch: 231+875, Ch: 232+123, Ch: 239+258, Ch: 242+549, Ch: 249+816, Ch: 250+440, Ch: 251+771, Ch: 251+888, Ch: 252+307, Ch: 252+673, Ch: 257+462, Ch:

260+486 & Ch: 263+410


AECOM/HWH/2013-14/GOA/261 Dated 30.09.2014 &

AECOM/HWH/2013-14/GOA/303 Dated 04.11.2014

In Association with



from km 220 to km 280.

58


Submissionof Revised Designs & Drawings for Box Type Minor Bridges


59


Submisson of Design note for Deck Stability during Construction stage of Kaali river Bridge.

60


Submission of Designs & Drawings for Box Culvert from km 220 to km 280


61


Submission of Geotechnical Investigation Report of Marvante Viduct- reg.

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/281 Dated 13.10.2014,

62


Submission of Design & Drawings for Minor Bridge


63


Comments on Hydrology report on Major Bridge.


64


Submission of Design & Drawings for box culvert and Hume pipe culvert from km 220.000 to km 280.000


65



Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/255 Dated 26.09.2014 & letter no. AECOM/HWH/2013-14/GOA/291 Dated 20.10.2014

66


Submission of revised design & drawings for Box type Minor Bridge


67


Submission of revised drawing & Design for Bridge across Sharavathi River -197/1.


68


Submission of revised designs & Drawings for Box type Minor Bridge.


69


Submission of Design, Drawing & Geotechniocal Investigation reports


In Association with



70


Submission of revised Design Reports & Drawings of CUP at Ch: 225+934 and Minor Bridge at Ch: 238+719


71


Clarification of estimate for shifting / relocation of HT/LT lines & transformers along NH-66(formerly NH-17) Uttara KannadaDist border (Shiroor) To Maravanthe in Baindoor subdivision Kundapur


72


Submission of Design and drawing of the test pile at Marvante Chainage 266+800

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/351Dated 03.12.2014

73


Submission of Design & Drawings of Maravante Viaduct.


Under GFC

74


Submission of Design & Drawings for Minor Bridge


75


Submission of Drawings of Pipe Culverts from Km: 220+000 to Km: 280+000

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/382, 407, 408 Dated 28.12.2014, 23.01.2015

76


Submission of Revised Design & drawings for Box Type Minor bridge & CUP

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/134Dated 19.07.2015

77


Submission of Drawings of Pipe Culverts from Km: 174+500 to Km: 220+000

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/383, 384, 407, 408 Dated 28.12.2014, 23.01.2015

78


Submission of revised designs & drawings for box type minor bridge & CUP.


79


Submission of Designs & Drawings for box culvert km: 220.000 to km 280.000


80 Received Designs & Drawings vide letter no. IRBWTPL-CTO-KKBOT-272-2014 dated 10.12.2014

Resubmission of Design report including structural drawing of Maravante viaduct at ch: 266+800 for


In Association with



review.

81


Submission of Design and drawing of Five (5) Minor Bridges at location Ch. 170+962, Ch. 215+959, Ch. 219+703, Ch. 232+713 and Ch. 242+641 - reg.

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/407,408 Dated 23.01.2015

82


Submission of Design Reports and Drawings of CUP at Ch 102+994 -reg


83


Submission of Revised GADs of three (3) Major Bridges viz. Br no. 275/1 (Across Kollur river), Br No. 281/1 (across Haladi 1river) br.no. 282/1 (across haladi 2 river)

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/433, Dated 10.02.2015

84


Submission of Revised GADs of Major Bridge Br no. 281/1 (across Haladi 1river)


85


Submission of Revised GADs of Major Bridge Br no. 282/1 (across Haladi 2river)


86


Submission of designed report & Structural Drawing of Aghanashini Major Bridge No. 172/1

Reviewed and observations conveyed to Concessionaire vide letter no. AECOM/HWH/2013-14/GOA/461, 462 Dated 02.03.2015

In Association with



PENDING ISSUES

APPROVAL OF CVsThe following CVs has been submitted by the IE and approval is awaiting from the concerned authority.

In Association with



Position Staff NameDate /

Expected Date of Deployment


SUB KEY PROFESSIONAL

Asst. Quality & Material Engg -3 Chandrasekhar Dash

CV submitted on 17th May 2015. Interview with PD on 27.03.2015.

In Association with

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