TABLE OF CONTENTS - Online PIU Information System ...nhai.org.in/spw/IEReport/IE MPR January Main Report 2014... · Web viewMr. Ashok Gupta Sr. Bridge Design Engineer 3 Mr. K. Chandrasekhar

Artefact Projects LtdIndependent Engineer

M O N T H L Y P R O G R E S S R E P O R T J A N U A R Y 2 0 1 4

1.0 PROJECT OVERVIEW

1.1 PROJECT BACKGROUND

The Government of India under the nodal Ministry of Shipping, Road Transport and Highways (MOSRT&H) has taken up the development of the National Highways in the country to enhance the traffic capacity and safety for efficient transportation of goods as well as passenger traffic. The National Highways Authority of India (NHAI) has been entrusted with implementation of this development project. NHAI under NHDP Phase II programme aims at developing section of NH-47, by widening the existing two lane road to four lane dual carriageway including strengthening of existing 2 lanes on Design, Built, Finance, Operation & Transfer (DBFOT) basis.

NHAI appointed the Artefact Projects Limited India, as Independent Engineer for Walayar – Vadakkancherry Section of NH-47 from Km. 182+250 to Km. 240+000 in the state of Kerala to carry out the review of Designs, Drawings, Construction, Progress Monitoring, affirmation of all certifications done by the Concessionaire, etc. The Independent Engineer shall be involved in day-to-day implementation of the Project.

1.2 THE SITE

The Project Highway starting point is near Walayar (Km.182+250) and the termination point is near Vadakkancherry (Km. 240+000). The Project Highway covers Palakkad District in State of Kerala.

1.3 THE CONCESSION AGREEMENT

The Concession Agreement for Design, Built, Finance, Operation & Transfer (DBFOT) basis of NH-47 under NHDP phase II was signed on 17th September, 2012 between National Highways Authority of India having principal office at G-5 & 6, Sector-10, Dwarka, New Delhi-110075 and KNR WALAYAR TOLLWAYS PRIVATE LIMITED (KWTPL) having registered office at Plot no. 114, Phase 1, Kavuri Hills, Jubilee Hills, Hyderabad – 500033, Andhra Pradesh.

1.4 INDEPENDENT ENGINEERING SERVICES

Independent Engineering Services for four laning of Walayar – Vadakkancherry from existing Km.182.250 to Km.240.000 in the state of Kerala under NHDP Phase-II to be executed on BOT (Toll) on DBFOT Basis (Package No.NS-2/BOT-KL-2/Phase-II) was signed on 15th April 2013 between National Highways Authority of India and Artefact Projects Limited (India), Nagpur.

The Independent Engineering Services commenced on the 15thJune 2013. An office has been established at Palakkad. The Team Leader has been mobilized in the month of September 2013, Resident cum Highway Engineer and other key and Sub professionals have been mobilized in June -July 2013.

1.5 THE SCOPE OF PROJECT

The scope of the Project shall include the followings during the Concession Period:Construction of the Project Highway on the Site set forth in Schedule-A and as specified in Schedule-B together with provision of Project Facilities as specified in Schedule-C, and in conformity with the Specifications and Standards set forth in Schedule-D;Operation and Maintenance of the Project Highway in accordance with the provisions of the Concession Agreement and Performance and fulfillment of all other obligations of the Concessionaire in accordance with the provisions of the Concession Agreement and matters incidental thereto or necessary for the performance of any or all of the obligations of the Concessionaire under the Concession Agreement.

Independent Engineering Services for Four Laning of Walayar - Vadakkancherry Section in Kerala (Km. 182+250 to Km. 240+000 of NH-47) – Package NS-2/BOT/KL-2 on DBFOT (Toll) Basis under NHDP Phase II Page | 1



Construction of Project Highway 53.885 Kms Construction of Service Roads . 47.230 Kms(3.12 Kms Additional

Proposed under COS)

Construction of Grade Separated/ Intersections 1 Nos. (1 No deleted – ve COS) Construction of Major Junctions 7 Nos.(2 No new VUP;s proposed COS) Construction of Minor Intersections 36 Nos. Construction of Major Bridges 2 Nos. Construction of Rail Over Briges 1 Nos. Construction of Vehicular Under Passes 7 Nos(3 Nos proposed under COS) Construction of Cattle Under Passes 4 Nos. Construction of Minor Bridges 12 Nos. Construction of Culverts 165 Nos(28 Nos Additional proposed

Under COS). Construction of toll Plaza at Km 189+438 1 Nos. Construction of Bus bays 49 Nos.

1.6 SALIENT FEATURES OF THE PROJECT

PROJECT DETAILS

i. Name of Project : Four Laning of Walayar – Vadakkancherry Section in Kerala from Km. 182.250 (Design Chainage Km. 182.250) to Km. 240.000 (Design Chainage Km. 236.135) of NH-47 – Package NS-2/BOT/KL-2 on DBFOT (Toll) Basis under NHDP Phase II. (Total Length 53.885 Kms)

ii. Construction Package No. : NS-2/BOT/KL-2.

iii. Performance Security : Rs. 34.10 Crores, (To be Refunded after 1 year or earlier upon expending 20% of the Total Project Cost i.e. 136.40 Crores)

AGENCIES INVOLVED

iv. Client : General Manager (Kerala)National Highways Authority of IndiaG5 & 6, Sector – 10, Dwaraka, New Delhi – 110 075

v. PIU : Project Director,National Highways Authority of India,Project Implementation Unit (PIU), No. 8/1187, Arumughan Colony,Chandranagar, Palakkad, Kerala – 678 007

vi. Independent Engineer : Artefact Projects Limited“SRIVATSAN”Chandranagar Extension,Pirivusala, Palakkad,Kerala – 678 007

vii. Concessionaire : KNR WalayarTollwaysPvt. Ltd, (KWTPL)

Independent Engineering Services for Four Laning of Walayar - Vadakkancherry Section in Kerala (Km. 182+250 to Km. 240+000 of NH-47) – Package NS-2/BOT/KL-2 on DBFOT (Toll) Basis under NHDP Phase II

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KNR House, 3rd& 4th Floor,Plot No. 114, Phase-I, Kavuri Hills,Jubilee Hills, Hyderabad – 500 033, Andhra Pradesh.

viii. EPC Contractor : KNR Constructions Limited, (KNRCL)KNR House, 3rd& 4th Floor,Plot No. 114, Phase-I, Kavuri Hills,Jubilee Hills, Hyderabad – 500 033, Andhra Pradesh.

ix. Lenders Independent Engineer (LIE) : M/s Feedback Infra Limited, BengaluruNo. 9, K.H. Road, opp KSRTC Central OfficeBangalore – 560027

x. Lenders Legal Council (LLC) : M/s India Law Services, New DelhiThapar House, Central Wing, 1st Floor,124 JANAPAT, New Delhi – 110001

xi. Lenders Insurance Advisor (LIA) : M/s India Insurance Risk Management &Insurance Broking Pvt. Ltd., 405, ArchanaArcade, St. Johns Road, Secunderabad – 500025, AP.

PROJECT TIMELINES Date of agreement : 17-09-2012 NHAI TPC : Rs. 682 crores Concession Period : 20 years including construction period. Appointed Date : 18-05-2013 Scheduled date of completion : 13-11-2015 Construction period : 910 days Project Length : 54 Kms (from Km 182.250 to Km 240.00) Client : National Highways Authority of India Consultant (IE) : Artefact Projects Limited Concessionaire : KNR WalayarTollways Private Limited EPC : KNR Constructions Limited Date of EPC agreement : 28-11-2012 Date of financial closure : 16-03-2013 (Scheduled) Date of financial closure : 13-05-2013 (Actual) EPC cost : Rs. 790.50 Crores Loan amount : 500 Crores Grant : 264.60 Crores Project Equity Capital : 135.91 Crores Concessionaire’s TPC : Rs. 900.51 crores Lead Banker : Central Bank of India


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PROJECT FINANCIALSProject Cost Amt. in Rs. Cr.EPC CostsCivil Construction Costs 775.00Contingency (as % of Civil Construction Costs 15.50Total EPC Cost 790.50Non – EPC CostInsurance during Construction 2.37Preliminary Exp. 7.75Other SPC Overheads 17.44Total Non-EPC Cost 27.56Premium to be paid on COD 0.00Total Capital Cost (excluding IDC) 818.06IDC 82.46Total Project Cost (including IDC) 900.51

Sl. No. Particulars Amount

(Rs. Crores) %

1 KNR Constructions Limited 135.91 100 % of equity

2 Others 0.00 0 % of equity

3 Promoters’ Equity 135.91 15.09% of TPC

4 Grant 264.60 29.38% of TPC

5 Senior Debt 500.00 55.52% of TPC

Total Project Cost 900.51 100.0

LENDERS DETAILS AND CONTRIBUTION:

Sl No. Bank Name

Amount of Contribution(Rs. Crores)

Remarks

1. Central Bank of India 175 Lead Bank

2. Bank of India 100 Consortium Bank

3. Corporation Bank 90 Consortium Bank

4. Canara Bank 85 Consortium Bank

5. Vijaya Bank 50 Consortium Bank

Total Loan Amount 500PROJECT MILESTONES AS PER SCHEDULE - G OF CA


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Sl No. Mile stone Target Date Target Percentage

1. I 180 Days from the Appointed date (November 13, 2013)

10%

2. II 400 Days from the Appointed Date (June 21, 2014)

35%

3. III 650 Days from the appointed date(February 26, 2015)

70%

4. IV 910 Days from the Appointed date(November 13, 2015)

100%

SCOPE OF THE PROJECT CONSTRUCTION SCHEDULES B, C & D

xii. Project Length : 53.885 Kms

xiii. Service Roads : LHS : 3.500 Kms RHS : 0.990 Kms BHS : 42.740 Kms Total : 47.230 Kms(3.12 Kms Additional proposed

under COS)xiv. Major Intersections : 7 No’s (2 Nos VUP;s proposed)

xv. Minor Junctions : 36 No’s

xvi. Grade Separated Intersections : 1 No’s (1 No deleted –ve COS and VUP proposed)

xvii. Underpasses : VUP’s : 7 No’s CUP’s : 4 No’s Total : 11Nos

xviii. Major Bridges : 2 No’s

xix. ROB : 1 No.

xx. Minor Bridges : 12 No’s

xxi. Culverts : Reconstruction : 17 No’s New Construction/ Widening : 165 No’s(28 NOS proposed under COS)

xxii. Toll Plaza : 1 No. (Km. 189+400)

xxiii. Bus Bays : LHS : 26 No’s RHS : 23 No’s

Total : 49 No’s

xxiv. Truck Lay bays : Nil

xxv. Rest Areas : Nil

xxvi. HTMS : Not Required till Traffic reaches 40,000 PCU

xxvii. Financial Progress Up to 31stJan-2014 : 30.32 %

1.7 GENERAL FEATURES OF THE PROJECTi. Width of Paved Carriageway


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a) Main Carriageway (4 Lanes) : 17.5mb) Service Road : 7.0m

ii. Carriageway Width : 8.75m (including 1.5m Hard Shoulder)

iii. Unpaved Shoulder : 1.5m (on Both Sides)

iv. Bridge width : 12m (end to end)

v. Median Width : 2.0mtrs to 4.5 mtrs: 1.0m (at Median openings)

vi. Cross slope : 2.5% (on carriage way): 3% (on shoulder)

vii. Embankment Side Slop : 1 in 1 to 1 in 2

viii. Super Elevation : 7% (Maximum)

ix. Gradient (maximum) : ……..% Maximum (at Km ____ to _____)

x. Radius (minimum) : ……..m (at Km _______ & at Km. _______)

xi. Pattern of widening as per Existing Chainage (Given in CA)a) Concentric : 28.857Kms.b) Eccentric

LHS : 13.678 Kms. RHS : 11.450Kms.

Total : 53.885Kms.

xii. Design speed : 100 KMPH (except few locations)xiii. Pavement Design for Rigid Pavement for Toll Plazas.

Sl No. Layer Thickness (Tentative)1 PQC 280 mm2 DLC 150 mm3 GSB 200 mm4 Sub Grade 500mm

xiv. Pavement Design for New Construction / Reconstruction and Widening

Direction: Walayar to Vadakkancherry

Homogeneous Section HS-01 HS-02Existing Chainage (From – To) 182.250 – 204.000 204.000 – 240.000 New Design Chainage (From – To) 182.250 – 204.000 204.000 – 236.140Design CBR Value in % 10 10

Design Traffic in MSA 62 (15 – Years) 76 (15 – Years)

Wearing Course (BC), mm 50 50Binder Course (DBM), mm 120 120Base Course (WMM), mm 250 250Granular Sub-base Course (GSB), mm 200 200


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Sub-grade layers, mm 500 500

Direction: Vadakkancherry to Walayar

Homogeneous Section HS-01 HS-02Existing Chainage (From – To) 182.250 – 204.000 204.000 – 240.000

New Design Chainage (From – To) 182.250 – 204.000 204.000 – 236.140

Design CBR Value in % 10 10

Design Traffic in MSA 73 (15 – Years) 64 (15 – Years)

Wearing Course (BC), mm 50 50

Binder Course (DBM), mm 120 120

Base Course (WMM), mm 250 250

Granular Sub-base Course (GSB), mm 200 200

Sub-grade layers, mm 500 500

xv. Pavement Design for Service Roads / Slip Roads

Design CBR Value in % 10

Design Traffic in MSA 5

Wearing Course (SDBC), mm 25

Binder Course (DBM), mm 50

Base Course (WMM), mm 250

Granular Sub-base Course (GSB), mm 150

Sub-grade layers, mm 500

2.0 EXECUTIVE SUMMARY

2.1 PHYSICAL & FINANCIAL PROGRESS:

Cost of the Project: 900.51 CroresConstruction Period: 910 days Construction Time Lapse at the end of January 2014 : 258 days – 28.35%Construction Time Remaining at the end January 2014 : 652 days – 71.65%

Physical ProgressTill Last Month

(Up to December 2013) %

This Month(January

2014) %

To Date(End of January 2014)

%

Scheduled (%) -- -- --

Actual (%) -- -- --

Financial Progress Till Last Month This Month To Date


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Scheduled (%) 15.13 3.32 18.45

Actual (%) 24.75 5.57 30.32

Note: The S – Curve of the Financial Progress is shown in Annexure – 14.

2.2 REVIEW OF DESIGNS & DRAWINGS

STATUS OF DRAWING APPROVALS (Highways)

S. No Details of drawings

Submitted by Concession-

aire

Comments/ Conditional

Approval given by IC/

NHAI.

Resubmitted by Concessionaire

after incorporating all

comments

GFC drawings

issuedRemarks

ROAD

1Plan & Profile182+250 to 205+570 (23.32Kms)

23.32 km No Resubmitted YesGFC Drawings are issued

206+000 to 236+135 (30.18Kms) 30.18 km No Resubmitted Yes

GFC Drawings are issued

2 Typical Cross-section (Total 17Nos) 17 17 17 Yes

GFC Drawing issued Pavement Crust Thickness incorporated.

3 Miscellaneous Drawings

12 Nos Junction Drawings submitted

Review and commented

Awaiting for resubmission No

Not yet resubmitted by concessionaire

STATUS OF DRAWING APPROVALS (STRUCTURES)

MAJOR BRIDGES

SUB STRUCTURE SUPER STRUCTURESUBMITTED APPROVED GFC

ISSUED SUBMITTED APPROVED GFC ISSUED

1.198+870 YES YES YES YES YES YES2.207+900 YES YES YES YES YES YES

MINOR BRIDGES

SUB STRUCTURE SUPER STRUCTURESUBMITTED APPROVED GFC

ISSUED SUBMITTED APPROVED GFC ISSUED

1.182+237 YES YES YES YES YES YES2.190+970 YES YES YES YES YES YES3.194+470 YES YES YES YES YES YES4.201+295 YES YES YES YES YES YES5.204+680 YES YES YES YES YES YES6.209+950 YES YES YES YES YES YES7.213+160 YES YES YES YES YES YES8.214+272 YES YES YES YES YES YES9.219+570 YES YES YES YES YES YES10.222+165 YES YES YES YES YES YES11.224+902 YES YES YES YES YES YES


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12.235+180 YES NO NO NO NO NO

GRADE SEPARATOR SUB STRUCTURE SUPER STRUCTURE

SUBMITTED APPROVED GFC ISSUED SUBMITTED APPROVED GFC

ISSUED1.203+900 YES YES YES YES YES NO

VEHICULAR UNDERPASS SUBMITTED APPROVED GFC ISSUED

1. 197+730 YES YES YES2. 202+750 YES NO NO3. 205+850 YES NO NO4. 209+076 YES YES YES5. 217+310 YES YES YES6. 225+507 YES NO NO7.235+400 YES NO NO

PEDESTRIAN UNDERPASS SUBMITTED APPROVED GFC ISSUED

1. 187+350 YES YES YES2. 216+400 YES YES YES3. 222+680 YES YES YES4. 223+530 YES YES YES CULVERTS TOTAL SUMITTED APPROVED1.PIPE CULVERTS 22 0 02.BOX CULVERTS 143 54 0

RE WALL1. 187+350 YES NO NO2. 197+730 YES NO NO3. 202+750 NO NO NO4. 205+850 NO NO NO5. 209+076 NO NO NO6. 216+400 NO NO NO7. 217+310 YES NO NO8. 222+680 YES NO NO9. 223+530 YES NO NO10. 225+507 NO NO NO11. 235+400 NO NO NO

2.3 STATUS OF MOBILISATIONa) Independent Engineer has mobilized their project team with effect from 15 thJune 2013 with

their key personnel; Team Leader has been mobilized in the month of September 2013,Resident cum Highway Engineer, Sr. Quality Material Expert, Highway Design Engineer, Structural cum Bridge Engineer, Sr. Bridge Design Engineer, Assistant Highway Engineers, Assistant Bridge Engineers, Assistant Material Engineers, Survey Engineer and Administrative staff are mobilized in the month of June, July and August 2013. The project office was set up in Palakkad Town.

Sl. No Name Designation Date


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Key Personnel (Professionals Staff)

1 Mr.A.V.Krishna Moorthy/Mr. Mohammed Musthafa Basha TL cum Sr. HE

2 Mr. Ashok Gupta Sr. Bridge Design Engineer3 Mr. K. Chandrasekhar Reddy Resident cum HE4 Mr. Mohan Raj.S Highway Design Engineer5 Mr. Shaik Khasim Peera Bridge/Structural Engineer6 Mr. Mohan Chawla Sr. Pavement Specialist7 Mr. J.K. Joshi Sr. Quality cum Material Expert8 Mr. Murali Krishna Traffic and Transportation Expert 9 Mr. Arif Zafar Road Safety Expert

10 Mr. Sandeep M Batta. Financial Expert 11 Mr. Raju Chhabra Legal Expert

Sub Professionals Staff1 Mr.M.S.Midhun/Mr. Ankaiah.M Survey Engineer2 Mr.Packiaraj.C AHE (1)3 Mr.P.Maruthy/Mr. Elango C AHE (2)4 Mr. Ketan Jibhenkar CAD Expert5 Mr. Prateek Thakkar Environmental Engineer6 Mr. Jaganathan ABE (1)7 Mr.Dhakshinamurthy .R ABE (2)8 Mr. RejithBalakrishnan AME (1)9 Mr. Mohammed Rafi AME (2)

10 Mr. Subash Kholekar Electrical Engineer11 TBN HTMS/Toll Expert12 TBN Quantity Surveyor13 Mr. Gunwant Deotale Horticulture Cum Landscaping Expert

Administration Staff 1 Mr. V.P. Radhakrishnan Office Manager2 Mr.M.Sankar/Mr.Biju Accountant3 Mr. Prasadan C Cashier4 Mr. Mohammed Rafi Steno 5 Mr.M.Vaisakhan Computer Operator6 Mr.G.Manikandan/Mr.V.Janardhanan/Mr.Kumaran Day Guard7 Mr.Gopi/Mr.Velayudan Night Guard8 Mr.M.Manoj/Mr.V.Ramadas Office Boy

Note: Details are shown in Independent Engineer Organization Chart – Annexure 1.

b) The Concessionaire has mobilized their key personnel and technical personnel for the project. The project office was set up near Walayar. They have constructed project office at Km. 187+420.

Project Monitoring & Control Team


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Sl No. Name Designation1. E. SreenivasaRao Team Leader Cum Sr. Highway Engineer2. C. PrabhuSwamy Sr. Project Manager (Structures)3. K.D.P. Rao Sr. Material Engineer4. Ajo Abraham Safety In- charge5. T. Gopal Krishna Land Acquisition In-charge6. Sudhakar Bridge Engineer7. Surendra Highway Engineer8. Sekhar Q.C. Engineer9. Ravi Survey Engineer

10. Prasanth Reddy Lab Technician

Status of EPC Contractor Man Power mobilized at Site

Sl. No. Name Designation Nos

. Remarks

1. V.Venugopal Reddy Project Co-ordinator 1

2. M. Ramakrishna Reddy Project Manager 1

3. Ch. Yakambaram Construction Manager 1

4. C.Rajender Reddy Asst. General Manager (Mech.) 1

5. Vijay Kumar Pandey Chief Surveyor 1

6. Ritesh N Sr. Mechanical Engineer 1

7. P. Surender Reddy Manager Q & C 1

8. Tirupathi Reddy A In-charge Crusher / Plant 1

9. Panicker R S Admin. Manager 1

10. Purshottam Dash Accounts Manager 1

11. Accounts Team 3

12. Administration Team 17

13. Civil-Highway 17

14. Civil-Structure 38

15. Civil-Survey 8

16. Lab. Team 26

17. Earth Moving Equipment Operators 71

18. Workshop / Garage Team 42

19. All Plants Team 53

20. Drivers 89

21. Helpers 39

22. Store Team 24

23. Supervisor's Mechanical 16

Total 458 Note: Organization charts of SPV, EPC Contractor enclosed in Annexure – 2 & 3.

LIST OF PLANTS, MACHINERIES & EQUIPMENT

a) PlantsIndependent Engineering Services for Four Laning of Walayar - Vadakkancherry Section in Kerala (Km. 182+250 to Km. 240+000 of NH-47) – Package NS-2/BOT/KL-2 on DBFOT (Toll) Basis under NHDP Phase II

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Sl.No

Name of the Equipment Make /Model Qty

Mobilized

Location (Road Side,

Quarry, Plant)

Date of Mobilizati

onRemarks

1

Crusher

Puzzalona 150 TPH 1 No. Palathurai 05-01-2013

2 Nawa 250 TPH 1 No. Mangalamdam

18-01-2013

3 Puzzalona 250TPH 1 No. Pudussery East Village

24-04-2013

Total 3 No's

4

Batching Plant

Penta 60 Cum/Hr 1 No. PLANT @ Km. 187.000

10-10-2012

5 Miller 30 Cum/Hr 1 No. PLANT @ Km. 231.735

08-02-2013

6 SchwingStetter 30 Cum/Hr 1 No. PLANT @

Km. 207.00030-03-2013

Total 3 No's

7 HOT MIXING PLANT D&G 240 TPH 1 No. PLANT @

Km. 231.73531-03-2013

Total 1 No.

b) Machineries & Vehicles

Sl No. Name of the Equipment Make /Model Qty Mobilized1

Generators

Crompton Greaves 7.5 KVA 1 No.

2 Kirloskar 15 KVA 2 No.

3 Cummins 40 KVA 1 No.

4 Greaves 40 KVA 2 No.

5 Kirloskar 40 KVA 3 No’s6 Kirloskar 50 KVA 2 No’s7 Kirloskar 62.5 KVA 1 No.

8 Kirloskar 75 KVA 1 No.9 Kirloskar 100 KVA 1 No.

10 Cummins 125 KVA 2 No.

11 Catterpiller 200 KVA 2 No.

12 Catterpiller 365 KVA 1 No.

13 Catterpiller 500 KVA 2 No’s

14 Catterpiller 600 KVA 3 No’s

Total 24 No's

15 Excavators KOBELCO SK 140 LC 8 3 No's

16 KOBELCO SK 210 12 No’s17 Kobleco SK-350 LC 8 9 No's


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18 Kobleco SK-480 LC 8 2 No’s.

Total 27 No's19

Soil Compactor

IR SD 110 6 No’s

20 CAT - 533E 3 No’s

21 CAT - CS533E 2 No.

22 IR ISD 100 5 No’s

23 IR SD Roller 2 No’s

24 PTR – 220 1 No.

Total 19 No's

25 Asphalt Compactor/Tandom Roller

Greaves 1 No.

26 Baby HD-12W 1 No.

Total 2 No's

27

Motor Grader

CAT-120 H 2 No’s

28 CAT-140 K 2 No’s

29 CAT-140 H 5 No’s

Total 9 No's

30

Dozers

CAT D5G 1 No.

31 CAT D5G XL 1 No.

32 CAT D6G XL 1 No.

Total 3 No's

33 Weigh Bridge Essae 3 No’s

34 Tyre Mounted Crane KATO 3 No.

35Hydra Crane

Escorts TRX 2319 1 No.

36 Escort F15 1 No.37 TIL 1 No.38 Tadano 2 No’s

39 Hydraulic crawler 100 Ton 2 No’s

Total 8 No’s

40 Boom Placer Putzmeister 2 No.

41

Loader

HM 2021 3 No’s

42 Liugon – CLG856 2 No’s

43 CAT 950H 2 No’s

Total 7 No’s

44 Lighting Source IR 4 No’s

45 Kerb Machines Appolo KP 40 1 No.

46Paver

Vogele 1 No.

47 CAT 1 No.


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Total 2 No’s

48 Containers 12 No’s

49 Cement Silo 2 No’s

50 Riggers SANDVIK DX-700 1 No.

51 Breakers Doosan XL1700 4 No’s

52 Piling Machine MAIT 180 1 No.

53 Hydraulic Breaker Doosan 4 No’s

54

Tippers

Volvo 36 No’s

55 Bharat Benz 10 No’s

56 Bharat Benz (Rock Body) 4 No’s

57 AMW 18 No’s

58 Hino 10 No’s

59 Man 3 No’s

60 Ashok Leyland 9 No’s

Total: 88 No’s

61

Transit Mixers

Ashok Leyland 2 No.

62 TATA 2 No.

63 AMW 4 No.

64 Taurus 6 No’s

Total: 14 No’s

65 Eichers 6 No’s

66 Trailors 4 No’s

67 Water Tankers Ashok Leyland 6 No’s68 Tata 2 No’s

Total: 8 No’s69 Diesel Tankers TATA 2 No’s

70 Ashok Leyland 1 No.

Total: 3 No’s

71 Tractor with Compressors 9 No’s

72 LMV’s 24 No’s

73 Two Wheelers 16 No’s

c) List of Lab Equipments Mobilized at Site


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Sl. No Description UnitEquipment Available

at LabRemarks

1 Hot air Oven (size 900mm X 600mm) No 1

2 Hot air Oven size 600mm X600mm No 1

3 Electronic Weighing Balance 20Kg capacity No’s 1

4 Electronic Weighing Balance 10Kg capacity No’s 5

5 Electronic Weighing Balance 50 kg capacity No’s 3

6 Electronic Weighing Balance 200 gm capacity No’s 1

7 Electronic Weighing Balance 60 Kg capacity No’s 2

8 Weighing Balance 30kg capacity with weights, manual operating No’s 3

9 Digital Thermometer range up to 0 deg C to 300 deg C No’s 10

10 Mercury in Glass Thermometer 0 deg C to 360 deg C No’s 10

SOIL TESTING EQUIPMENTS

11 Plastic Limit Set Set 2

12 Cone Penetrometer Set 2

13Atterberg Liquid Limit Device with casa Grande tools Hand operated with Counter as per IS: 2720(part - V)

No’s 2

14 Sand Pouring Cylinder (Sand Replacement Method) 100mm dia No’s 3



17 Trays with centre hole 100mm dia No’s 3




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20 Sample Container 50mm No’s 6



23 Spatula No’s 4

24 Standard Compaction Test (Proctor Compaction Mould) 100mm internal dia No. 1

25 Standard Compaction Test (Proctor Compaction Mould) 150mm internal dia No’s 10

26 Speedy Moisture Meter 0% to 50% complete with chemicals No’s 4

27 Pycnometer (1 Ltr glass jar with brass cone locking ring and rubber seal) No’s 3

28 California Bearing Ratio Apparatus Electrically operated. No. 2

29 CBR Mould 150mm dia No’s 50

30 Displacer Block 148mm dia& 47.7mm long No’s 10

31 Surcharge Weight 2.5kgs No’s 100

32 Perforated Brass Plate with locking nut & stem No’s 80

33 Tripod Stand No’s 6

34 Cutting Collar No’s 7

35 Dial Gauge 0.01 mm X 25 BAKER make No’s 10

36 Test sieves for Coarse Aggregate made of GI Sheet 450mm dia as per IS-460(Part - I) sizes 125mm, 106, 100, 90, 16, 13, 2, 12.5, 11.2, 10, 9.5, 6.7, 6.3, 5.6, 4.75,2.36, 1.18mm

Set 2

37

Test sieves for Coarse Aggregate made of GI Sheet 300mm dia as per IS-460(Part - I) sizes 125mm, 106, 100, 90, 80, 75, 63, 60, 53, 50, 45, 40, 37.5, 31.5, 26.5, 25.22, 4, 20, 19, 16, 13.2, 12.5, 11.2, 10, 9.5, 6.7, 6.3, 5.6, 4.75, 2.36, 1.18mm

Set 2

38

Test sieves for Fine Aggregate made of Brass frame and Stainless Steel Mesh as per IS: 460(Part-I) sizes 1.00mm 1.18, 1.40, 1.70, 2.00, 2.8, 2.36, 3.35, 4.75mm and 850microns, 710, 600, 500, 425, 355, 250, 212, 180, 150, 100

Set 4


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39 -do- 75microns and 90 microns Set 14

40 Standard Sand each bag of 25kgs (Grade I,II,III Set 2

AGGREGATE & CEMENT TESTING EQUIPMENTS

41 Flakiness index (Thickness gauge) No’s 5

42 Elongation index (Length gauge) No’s 7

43 Cylindrical Measures (Metal Measures) 3 Lit, 15 Lit, 30 Lit capacity No’s 1

44 Density Basket No’s 4

45 Riffle Box No’s 1

46 Aggregate Impact Tester. No’s 2

47 Slump Test Apparatus No’s 10

48 Tamping Rod No’s 9

49 Flow Table motorized as IS:5512 No. 1

50 Laboratory Concrete Mixer Motorized capacity 1 cuft No. 1

51 Standard Spatula as per IS: 4031 No’s 2

52 Gauging Trowel as per IS: 4031 No. 1

53 Flexure Testing Machine motorized 100 KN capacity as IS: 516 No. 1

54Cube Moulds made of Cast Iron size 150mm X 150mm (8.25Kgs) as per IS: 4031, 516

No’s 200

55Cube Moulds made of Stainless steel 7.06cm X 7.06cm X 7.06cm as per IS: 4031,516

No’s 18

56 Vibrating Table size 1 mtr X 1 mtr No’s 1

57 Motor Cube Vibrator or Vibrating Machine No’s 1

58 Le- chrtlier Apparatus Set 10

59 Core Drilling Machine No’s 1

60 Flexure Beams as IS: 516 No’s 9

BITUMEN & BITUMENIOUS TESTING EQUIPMENT


Page | 17



60 Water bath capacity of 10 Ltrs. No’s 2

61 Ring and Ball Apparatus as per IS: 1205 - 1958 No’s 1

62 Flash & Fire Apparatus No’s 1

63 Specific Gravity Bottle 50ml BOROSIL make No’s 5

64 Dial Thermometer No’s 10

65 Depth Gauge - 12" No’s 10

66 Standard Penetro meter with needles electrically operated No’s 1

67 Ductility Testing Apparatus as per IS: 1208, 1958, ASTMD:D113 No’s 1

68 Centrifuge Bitumen Extractor (Motorized) No’s 2

69Marshall Stability Test apparatus Electrically operated load frame capacity 50KN

No’s 1

70 Marshall Moulds with base plate 100mm dia No’s 24

71 Marshall Rammer for 100mm mould No’s 8

72 Commercial Benzene Ltr 200

73 Say bolt Viscometer No. 1

74 Straight Edge with Steel Wedge Size 3 mtrs No’s 2

75 Camber Board No. 1

76 Trays 45cm X 45cm Set 43

77 Rain Gauge No’s 3

78 Compressive Testing Machine motorized 2000 KN capacity as IS: 516 No’s 1

79 Ten% fines value Apparatus No’s 1

80 Max - Minimum Thermometers No’s 5

81 Le- chatlier Flask No’s 4

82 Borosil jars 100ml No’s 8

83 Sand equivalent Apparatus No’s 1


Page | 18



84 Rubber Hammers No’s 4

85 Cube Moulds made 10cm X 10cm X 10cm as per IS: 4031,516 No’s 37

86 Cube Moulds made 5 cm X 5 cm X 5 cm as per IS: 4031,517 No’s 17

87 Electronic Weighing Balance 40 kg capacity No’s 2

88 Diamond Core Bits 100mm Dia No’s 4

89 Gmm Jars with vacuum pump No’s 2

90 Marshall Pedestal No’s 1

2.4. a SUMMARY OF ROAD PROGRESS-FOUR LANE COMPLETED

Sl. No Item Total

(Kms)Completed

(Kms)Balance(Kms)

1 Embankment 53.885 30.100 23.7852 Subgrade 53.885 19.600 34.2853 Granular Sub Base 53.885 13.250 40.6354 Wet Mix Macadam 53.885 9.150 44.7355 Dense Bituminous

Macadam 53.885 7.300 46.5856 Bituminous concrete 53.885 0.000 53.885

2.4. b. HIGHWAY PROGRESS LEANIER as on 31-01-2014

Sl No.

ItemLeft Side Right Side

Length(Kms)

Comp.(Kms)

Bal.(Kms)

Length(Kms)

Comp.(Kms)

Bal.(Kms)

1 Embankment 53.885 31.600 22.285 53.885 28.600 25.2852 Subgrade 53.885 21.900 31.985 53.885 17.300 36.5853 Granular Sub

Base 53.885 14.200 39.685 53.885 12.300 41.585

4 Wet Mix Macadam 53.885 10.100 43.785 53.885 8.200 45.685

5Dense

Bituminous Macadam

53.885 8.300 45.585 53.885 6.300 47.585

6 Bituminous concrete 53.885 0.000 53.885 53.885 0.000 53.885

2.4. c HIGHWAY PROGRESS SERVICE ROADS

Sl. No Description Total length of the Service Roads

(KM)

Length (Km) Completed in January – 2014

Cumulative length (Km) Completed up to

January – 2014Cumulative length Independent Engineering Services for Four Laning of Walayar - Vadakkancherry Section in Kerala (Km. 182+250 to

Km. 240+000 of NH-47) – Package NS-2/BOT/KL-2 on DBFOT (Toll) Basis under NHDP Phase IIPage | 19



BHS LHS RHS LHS RHS

1 Clearing & Grubbing 47.230 1.500 1.000 4.300 2.900

2 Embankment Top 47.230 1.000 1.500 2.600 2.180

3 Sub grade Top 47.230 2.500 1.500 2.600 2.430

4 GSB 47.230 1.700 1.500 2.300 2.000

5 WMM – 1st 47.230 0.500 0.600 2.130 1.800

6 WMM – 2nd 47.230 1.000 0.750 1.630 1.2007 DBM Top 47.230 0.500 0.500 0.500 1.100

8 BC Top 47.230 -- -- -- --

Note: Details are given in Annexure – 6, 7, 8, 9 & 10

2.5 STATUS OF STRUCTURES PROGRESS UPTO 31stJanuary 2014

SL. No. Description Total No. Completed In

ProgressBalance to be

Taken up Remarks

1 Pipe Culverts 22 16 4 22 Box Culverts 143 75 20 48

3 Minor Bridges 12 8 3 1 Approach slab not done

4 CUP / PUP 4 3 1 -

5 VUP 7 2 4 1 Approach slab not done

6 Major Bridges 2 1 1 - Approach slab not don

7 R.O.B 1 - 1 08 Grade Separators 1 - 1 09 Toll Plaza 1 - 1 -

Note: Details are given in Annexure – 11.

2.6 MATERIAL TESTING AND CERTIFICATION

1. TESTING All basic and routine tests for earth work, granular materials, bitumen materials and concrete

works are carried out at project laboratory. Test for cement, water, aggregate, admixture, reinforcement steel, low relaxation steel, bitumen

emulsions are being done at approved Independent Laboratory. Tests Like bearings, sheathing duct, NP4 Pipe etc are also done. Calibration for testing apparatus, Laboratory equipments and plants has been carried out. Concessionaire has established site Laboratory at the following Location:

Location Test Coverage

KM 187 + 400 LHS 1. Earthworks2. GSB3. Wet Mix Macadam


Page | 20



4. Mineral Aggregates5. Concrete

2. SOURCES OF AGGREGATE AND SAND

Fine and coarse aggregate for WMM,DBM,DC,BM,SDBC and Concrete etc are made available from a quarry located at off 5 Km 166+000 LHS about 20 Km from project starting point. Concessionaire already set up the quarry and crusher at 187+400 and 8Km off 232+000 LHS (near Mangalam dam location).

3. CONCRETE MIX DESIGN

The Concrete mix design carried out by the concessionaire have been verified and approved for permanent works using Chettinad Cement OPC 43 Grade.

SL.NO GRADE OF CONCRETE USED FOR

1 M15 PCC in Structures

2 M20 PCC in Structures3 M25 RCC in Structures

4 M30 RCC in Structures/ RE Wall Blocks

5 M35 Pile, Under Pass Slab

6 M40 RCC for Crash BarrierPQC for rigid pavement

7 M45 PSC Girder

QUALITY CONTROL TEST

Material testing has been done as per requirement of the contract and MORTH specification.Quality Control Report From IE For the Month of January 2014

SOIL TESTING (Cut Soil & B A)

Sl.No Name of testTotal no of test done

Total no of test passed

Total no of test failed Remarks

1 Proctor Test 02 02 -2 Atterberg limits 02 02 -3 Free swell index 02 02 -4 Gradation 02 02 -5 CBR 01 01 -

WMM1 Gradation 10 102 Atterberg limits 10 103 AIV 10 104 FI & EI 10 10

CEMENT TESTING

Sl.No Name of testTotal no of test done

Total no of test passed

Total no of test failed Remarks

1 Consistency 04 04 -2 Initial setting time 04 04 -3 Final setting time 04 04 -4 Fineness - - -


Page | 21



5 Soundness - - -6 Cement mortar cubes(3days) 05 05 -7 Cement mortar cubes(7days) 05 05 -8 Cement mortar cubes(28days) 03 03 -

GSB TESTING Gradation 15 15 Atterbergs Limits 15 15

AGGREGATE TESTING1 Gradation of 20mm 04 04 -2 Gradation of 12.5mm 04 04 -34

Gradation of Sand Combined Gradation

0404

0404 -

5 AIV 04 04 -6 Flakiness Index 04 04 -

BITUMEN TESTING1 Penetration 02 02

2 Softening Point 02 02

DBM

1 Individual Gradation (20-18,18-12,12-5,5-0 & Filler) 10 10

2 Combined Gradation 01 013 Dry Mix Gradation 02 024 Extraction and Gradation 08 085 Binder Content 08 086 Stability & Flow 05 057 AIV 05 058 FI+EI 05 059 Core Density 14 14

COMPRESSIVE STRENGTH OF CONCRETE OF CUBES1 M-15 PCC (7 days) 01 01 - -2 M-15 PCC (28 days) 00 00 - -3 M-20 (7 days) 00 00 - -4 M-20 (28 days) 00 00 _ 5 M-25 (7 days) 27 27 _ 6 M-25 (28 days) 69 69 _ 7 M-30 (7 days) 11 11 _8 M-30 (28 days) 20 20 _

9 M-35 (7 days) 06 06__

10 M-35 (14 days) 00 00 _11 M-35 (28 days) 26 26 -

12 M-40 (7 days) 00 00 -


Page | 22



13 M-40 (14 days) 00 00 -14 M-40 (28 days) 05 05 -15 M-45 (7 days) 18 18 -16 M-45 (14 days) 04 04 -17 M-45 (21 days) 04 0418 M-45 (28 days) 74 74 -19 Grouting(7 days) 04 04

Total Tests

Test Witnessed by IE 459 Test done by Concessionaire 3478Total IE witnessed in % 13.20%

Cumulative total by concessionaire up to 31st Jan 2014 18203 Total test on month of Jan 2014 3478

MATERIALS SUPPLIERS

SL.NO PARTICULAR SUPPLIER

1 Cement, Grade OPC 43 1.Chettinad Cement2.Penna Cement

2 Reinforcing Steel bar (TMT) 1.RINL Vizag Plant2.JSW Steel Ltd, Salem

3 Admixture for Concrete 1.Fair mate Chemicals2.BASF

4 Low Relaxation,PC Stranded Wires 1.Tata Steel Wire Division5 Sheathing pipes 2.Rex Poly Extrution Ltd.

6 NP4 pipes 1.Chennai Span Pipes Industries,Pollachi

7 Strip seal 1.Z-Tech (Industries) Ltd, New Delhi

8 Bitumen 1.MRPL Ltd,Mangalore

9 Emulsion 1.Hincol, Chennai

10 Bearing (POT-PTEE Megaba Bridge Products Pvt Ltd, Kolkata 11 Pre-stressing System BBR India Pvt Ltd, Banglore12 RE Wall System STRATA GEO SYSTEM (I) PVT LTD13 Strip Seal Expansion Joints SANFIELD BHOPAL


Page | 23

Unit Quantity Passed Failed Total Passed Failed Total Passed Failed Total

Sr. No DISCRIPTIONS OF ITEMS AND TYPE OF TESTS Frequency as per MORT & H

THIS MONTH UPTO PREVIOUS MONTH UPTO DATE

Material Total Cumulative test required as per

MoRT & H

Actual Number of tests conducted Total Cumulative test done Actual Number of tests

conducted Test Required as per MORT& H

Specifications

Total Comulative

quantity tested

Test required as per MORT & H

Total Cumulative quantity

4 G.S.B.

1.GRADATION 1test / 200cum 78 2 80 70 160 0 160 122 238 2 240 192

2.ATTERBERG LIMIT OF CONSISTENCY 1test / 200cum 78 0 78 70 160 0 160 122 238 0 238 192

3. MODIFIED PROCTOR As Required 0 0 0 0 6 0 6 0 6 0 6 0

4. CBR As Required 0 0 0 0 6 0 6 0 6 0 6 0

5. 10% FINES VALUE As Required 0 0 0 0 6 0 6 0 6 0 6 0

6.WATER ABSORPTION As Required 0 0 0 0 6 0 6 0 6 0 6 0

7. SOUNDNESS (IF ANY) As Required 0 0 0 0 0 0 0 0 0 0 0 0

8. F.D.D. TEST FOR GSB 1test / 500sqm 303 9 312 304 629 12 641 1469 932 21 953 1773

5 W.M.M.

1. GRADATION 1 test/ 100cum 168 3 171 157 145 1 146 129 313 4 317 286

2. ATTERBERG LIMIT OF CONSISTENCY 1 test/ 100cum 168 0 168 157 145 0 145 129 313 0 313 286

3. MODIFIED PROCTOR As required 0 0 0 0 0 0 0 0 0 0 0 0

4. E.I. & F.I. 1 test/ 200cum 84 0 84 78 80 0 80 65 164 0 164 143

5. A.I.V./ L.A. 1 test/ 200cum 84 0 84 78 80 0 80 65 164 0 164 143

6.WATER ABSORPTION As required 0 0 0 0 0 0 0 0 0 0 0 0

7. SOUNDNESS (IF ANY) As required 0 0 0 0 0 0 0 0 0 0 0 0

8. F.D.D. TEST FOR W.M.M. 1 set/ 500sqm 576 15 591 568 393 15 408 0 969 30 999 568

6 PRIME COAT

1.Quality of Binder

A. Viscosity 3 0 3 0 4 0 0 0 7 0 7 0

B Penetration 0 0 0 0 0 0 0 0 0 0 0 0

C. Softening point 0 0 0 0 0 0 0 0 0 0 0 0

D. Ductility 0 0 0 0 0 0 0 0 0 0 0 0

E. Flash Point 0 0 0 0 0 0 0 0 0 0 0 0

F. Specific Gravity 0 0 0 0 0 0 0 0 0 0 0 0

2. Binder Temp. For Application At Closed Intervels 0 0 0 0 10 0 0 0 10 0 0 0

3. Rate of Spread of Binder 1test / 500 sqm or min. 2test/ day 124 0 124 119 98 0 0 94 222 0 222 213

Per Lot

Sqm 59570 47075 106645

Cum 14045 24477 38522

Cum 15670 12947 28617



STATEMENT OF MONTHLY QUALITY CONTROL CONDUCTED up to 31.01.14



A

1 EARTH WORK- OGL

1. ATTERBERG LIMIT OF CONSISTENCY As Required 9 0 9 0 230 0 230 0 239 0 239 0

2. MODIFIED PROCTOR As Required 9 0 9 0 230 0 230 0 239 0 239 0

3.GRADATION/ SAND CONTENT As Required 9 0 9 0 230 0 230 0 239 0 239 0

4. CBR As Required 0 0 0 0 57 0 57 0 57 0 57 0

5. FREE SWELL INDEX As Required 9 0 9 0 230 0 230 0 239 0 239 0

6.DELETERIOUS TEST(if any) As Required 0 0 0 0 0 0 0 0 0 0 0 0

7. F.D.D. FOR OGL 1test / 1000sqm 198 12 210 0 1799 15 1814 0 1997 27 2024 0

2 EARTH WORK-EMBANKMENT


2. MODIFIED PROCTOR 2 test/ 3000cum 76 0 76 71 377 0 377 338 453 0 453 409

5. FREE SWELL INDEX 2 test/ 3000cum 76 0 76 71 377 0 377 338 453 0 453 409

3.GRADATION/ SAND CONTENT 2 test/ 3000cum 76 0 76 71 377 0 377 338 453 0 453 409

6.DELETERIOUS TEST(if any) As required 0 0 0 0 0 0 0 0 0 0 0 0

7. F.D.D. FOR EMBANKMENT 1test / 1000sqm 2181 51 2232 2160 14351 276 14627 15199 16532 327 16859 17359

3 EARTH WORK- SUB GRADE


2. MODIFIED PROCTOR 2 test/ 3000cum 34 0 34 30 90 0 90 62 124 0 124 92

3. FREE SWELL INDEX 2 test/ 3000cum 34 0 34 30 90 0 90 62 124 0 124 92

4.GRADATION/ SAND CONTENT 2 test/ 3000cum 34 0 34 30 90 0 90 62 124 0 124 92

5. CBR 1 test / 3000cum 15 0 15 15 49 0 49 62 64 0 64 77

6.DELETERIOUS TEST(if any) As required 0 0 0 0 0 0 0 0 0 0 0 0

7. F.D.D. FOR SUBGRADE 1test / 500sqm 1602 30 1632 1621 7947 124 8071 11155 9549 154 9703 12776




MoRT & H

- - -



Specifications

Total Comulative

quantity tested


Total Cumulative

quantity

LAB TESTS

Cum 105775 506649 612424

Cum 45640 93145 138785




Page | 25





MoRT & H



Specifications

Total Comulative

quantity tested


Total Cumulative

quantity

7 TACK COAT

1. QUALITY OF BINDER

A Viscosity 4 0 4 0 4 0 0 0 8 0 8 0

B Penetration 0 0 0 0 0 0 0 0 0 0 0 0


D. Ductility 0 0 0 0 0 0 0 0 0 0 0 0

E. Flash Point 0 0 0 0 0 0 0 0 0 0 0 0

F. Specific Gravity 0 0 0 0 0 0 0 0 0 0 0 0

2. Binder Temp. For Application At Closed Intervels 18 0 18 0 33 0 0 0 51 0 0 0

3. RATE OF SPREAD OF BINDER 1test / 500sqm or min. 2test/ day 302 0 302 295 82 0 0 0 384 0 384 0

8 BITUMIN ( VG-30)


A. Absolute Viscosity 0 0 0 0 0 0 0 0 0 0 0 0

B. Kinematic Viscosity 0 0 0 0 0 0 0 0 0 0 0 0

C Penetration 22 0 22 0 5 0 0 0 27 0 0 0

D. Softening point 22 0 22 0 5 0 0 0 27 0 0 0

E. Ductility 0 0 0 0 0 0 0 0 0 0 0 0

F. Flash Point 0 0 0 0 0 0 0 0 0 0 0 0

G. Solubility in Trichlorothylene, percent 0 0 0 0 0 0 0 0 0 0 0 0

H. Specific Gravity 0 0 0 0 0 0 0 0 0 0 0 0

2. Thin Film Oven Test 0 0 0 0 0 0

9 DENSE BITUMINOUS MACADAM

1. A.I.V. 1test/ 350 cum 31 0 31 25 9 0 0 0 40 0 31 31

2.F.I. & E.I. 1test/ 350 cum 31 0 31 25 9 0 0 0 40 0 31 31

3. Stripping Value of Aggregates 0 0 0 0 2 0 0 0 2 0 0 0

4. Water Absorption of Aggregates 0 0 0 0 3 0 0 0 3 0 0 0

5. Soundness 0 0 0 0 0 0 0 0 0 0 0 0

6. Waer Senstivity of Mix (Retained Tensile strength) 0 0 0 0 0 0 0 0 0 0 0 0

7. Sand Equivalent As Required 0 0 0 0 0 0 0 0 0 0 0 0

8. Plasticity Index As Required 0 0 0 0 1 0 0 0 1 0 0 0

9. Grading of Mix Aggregate from Dryer 59 0 59 55 18 0 0 0 77 0 59 54

10. individual granding of each size of aggregate from dryer 59 0 59 55 18 0 0 0 77 0 59 54

11.Binder Content 59 0 59 55 18 0 0 0 77 0 59 54

12. Mix Grading after Extraction 59 59 55 18 0 0 0 77 0 59 54

13. Marshall Stability 1set/ 400mt or min 2test/ day 59 0 59 55 18 0 0 0 77 0 59 54

14. Density of Compacted Layer 1 test/ 700 sqm 209 0 209 197 52 0 0 0 261 0 209 260

PER LOT MT 993 232.8 1225.8

PER LOT

Sqm 147683 34475 182158

Cum 8861 2069 10930

initially one set of three Rep.

specimens for each source of supply and

when change in source

1 test/ 400mt subject to a min 2tests/ day/ plant




Page | 26





MoRT & H



Specifications

Total Comulative

quantity tested



10 BITUMIN (CRMB)


A. Viscosity 0 0 0 0 0 0 0 0 0 0 0 0

B Penetration 0 0 0 0 0 0 0 0 0 0 0 0


D. Elastic Recovery 0 0 0 0 0 0 0 0 0 0 0 0

E. Seperation, Difference in Softening point 0 0 0 0 0 0 0 0 0 0 0 0

F. Flash Point 0 0 0 0 0 0 0 0 0 0 0 0

G. Specific Gravity 0 0 0 0 0 0 0 0 0 0 0 0

2. Thin Film Oven Test 0 0 0 0 0 0 0 0

A. Loss in Mass, Percent 0 0 0 0 0 0 0 0 0 0 0 0

B. Increase in Softening Point 0 0 0 0 0 0 0 0 0 0 0 0

C. Elastic Recovery 0 0 0 0 0 0 0 0 0 0 0 0

11 BITUMINOUS CONCRETE

1. A.I.V. 1test/ 50 cum 0 0 0 0 0 0 0 0 0 0 0 0

2.F.I. & E.I. 1test/ 50 cum 0 0 0 0 0 0 0 0 0 0 0 0



5. Soundness 0 0 0 0 0 0 0 0 0 0 0 0






11. Binder Content 0 0 0 0 0 0 0 0 0 0 0 0

12. Mix Grading after Extraction 0 0 0 0 0 0 0 0 0 0 0 0



PER LOT MT 0 0

Cum 0 0








Page | 27





MoRT & H



Specifications

Total Comulative

quantity tested



12 BITUMINOUS MACADAM

1. A.I.V. 1test/ 50 cum 0 0 0 0 0 0 0 0 0 0 0 0

2.F.I. & E.I. 1test/ 50 cum 0 0 0 0 0 0 0 0 0 0 0 0



5. Soundness 0 0 0 0 0 0 0 0 0 0 0 0






11. Binder Content 0 0 0 0 0 0 0 0 0 0 0 0

12. Mix Grading after Extraction 0 0 0 0 0 0 0 0 0 0 0 0



13 SEMI DENCE BITUMINOUS CONCRETE

1. A.I.V. 1test/ 50 cum 0 0 0 0 0 0 0 0 0 0

2.F.I. & E.I. 1test/ 50 cum 0 0 0 0 0 0 0 0 0 0

3. Stripping Value of Aggregates 0 0 0 0 0 0 0 0 0 0

4. Water Absorption of Aggregates 0 0 0 0 0 0 0 0 0 0

5. Soundness 0 0 0 0 0 0 0 0 0 0

6. Waer Senstivity of Mix (Retained Tensile strength) 0 0 0 0 0 0 0 0 0 0

7. Sand Equivalent As Required 0 0 0 0 0 0 0 0 0 0

8. Plasticity Index As Required 0 0 0 0 0 0 0 0 0 0

9. Grading of Mix Aggregate from Dryer 0 0 0 0 0 0 0 0 0 0

10. individual granding of each size of aggregate from dryer 0 0 0 0 0 0 0 0 0 0

11. Binder Content 0 0 0 0 0 0 0 0 0 0

12. Mix Grading after Extraction 0 0 0 0 0 0 0 0 0 0

13. Marshall Stability 1set/ 400mt or min 2test/ day 0 0 0 0 0 0 0 0 0 0

14. Density of Compacted Layer 1 test/ 250 sqm 0 0 0 0 0 0 0 0 0 0

Cum 0 0





Cum 0 0








Page | 28





MoRT & H



Specifications

Total Comulative

quantity tested



14 CONCRETE

1. Gradation Of Fine Aggregates 1test/ week 8 0 8 0 118 0 118 126 0 126 0

2. Gradation of Aggregates (20mm) 1test/ week 8 0 8 0 118 0 118 126 0 126 0

3. Gradation of Aggregates (10mm) 1test/ week 8 0 8 0 118 0 118 126 0 126 0

4. Combined Grad. Of Aggregate. 1test/ week 8 0 8 0 118 0 118 126 0 126 0

5. F.I./ E.I.(20mm & 10mm) As Required 8 0 8 0 118 0 118 126 0 126 0

6. A.I.V. As Required 8 0 8 0 118 0 118 126 0 126 0

7. Specific Gravity As Required 0 0 0 0 8 0 8 8 0 8 0

8. Water Absorption As Required 0 0 0 0 8 0 8 8 0 8 0

9. Alkali Silica reactivity As Required 0 0 0 0 0 0 0 0 0 0 0

10. Deleterious Test ( If Any) As Required 0 0 0 0 0 0 0 0 0 0 0

Comp. Strength of Cubes ( For Design Mix /0(In Set)

M-15 0 0 0 0 28 0 28 28 0 28 0

M-20 0 0 0 0 33 0 33 33 0 33 0

M-25 0 0 0 0 25 0 25 25 0 25 0

M-30 0 0 0 0 29 0 29 29 0 29 0

M-35 0 0 0 0 25 0 25 25 0 25 0

M-40 0 0 0 0 25 0 25 25 0 25 0

M-45 0 0 0 0 29 0 29 29 0 29 0

DLC 0 0 0 0 0 0 0 0 0 0 0

PQC 0 0 0 0 5 0 5 5 0 5 0

0 0 0

Min. 4 Samples 0 0 0




Page | 29





MoRT & H



Specifications

Total Comulative

quantity tested



Comp. Strength Of Cubes (For Structures) ( In Set)

7 Days Compressive Strength

M-15 126 0 126 0 826 0 826 952 0 952 0

M-20 42 0 42 154 0 154 196 0 196 0

M-25 306 0 306 0 1391 0 1391 1697 0 1697 0

M-30 110 0 110 0 862 0 862 972 0 972 0

M-35 22 0 22 0 224 0 224 246 0 246 0

M-40 10 0 10 0 19 0 19 29 0 29 0

M-45 75 0 75 570 0 570 645 0 645 0

28 Days Compressive Strength

M-15 86 0 86 0 772 0 772 858 0 858 0

M-20 27 0 27 0 216 0 216 243 0 243 0

M-25 219 0 219 0 1434 0 1434 1653 0 1653 0

M-30 179 0 179 0 1401 0 1401 1580 0 1580 0

M-35 34 0 34 0 351 0 351 385 0 385 0

M-40 74 0 74 0 26 0 26 100 0 100 0

M-45 266 0 266 0 1416 0 1416 1682 0 1682 0

13.Comp. Strength of Grouting Cubes ( For PSC Grider ) In Nos 57 0 57 0 228 0 228 285 0 285 0

DLC

1. Sampling & testing of Cubes3 samples/ 1000 sqm or part thereof laid each day

0 0 0 0 0 0 0 0 0 0 0 0

2. In-Situ Density3 holes/ 2000 sqm or part thereof laid each day

0 0 0 0 0 0 0 0 0 0 0 0

PQC

2 Cubes & 2 Beams per 150m3 or part thereof or min 6 cubes & 6 beams/ day's work

0 0 0 0 0 0 0 0

Cubes 0 0 0 0 0 0 0 0 0 0 0 0

Beams 0 0 0 0 0 0 0 0 0 0 0 0

07 days

1-5 m3=1Sample, 6-15M3=2Sample, 16-30M3=3Sample, 31-50M3=4Sample, 51 & above = 4+1 additional sample for each additional

50 m3

1. Strength of Concrete

39220 47500

0 0 0

Cum 0 0 0

Cum

Cum 8280




Page | 30





MoRT & H



Specifications

Total Comulative

quantity tested


Total Cumulative

quantity

15 CEMENT

Brand Name & Grade of Cement Tested

Physical

1. Consistency 4 0 4 0 36 0 36 40 0 40 0

2. Initial Setting Time 4 0 4 0 36 0 36 40 0 40 0

3. Final Setting Time. 4 0 4 0 36 0 36 40 0 40 0

4 Autoclave Expension 0 0 0 0 0 0 0 0 0 0 0

5.Finness 4 0 4 0 36 0 36 40 0 40 0

6.Compressive Strength

3 days 5 0 5 0 36 0 36 41 0 41 0

7days 5 0 5 0 32 0 32 37 0 37 0

28days 5 0 5 0 24 0 24 29 0 29 0

7.Soundness 0 0 0 0 10 0 10 10 0 10 0

B THIRD PARTY TEST RESULTS

Cement

PHYSICAL TESTS

1. Initial setting time (min) 0 0 0 0 15 0 15 15 0 15 0

2. Final setting time (min) 0 0 0 0 15 0 15 15 0 15 0

3. Fineness (by dry sieving on IS 90 micron sieve ) 0 0 0 0 15 0 15 15 0 15 0

4. Soundness test (by le_chatelier method ) 0 0 0 0 15 0 15 15 0 15 0

5. Compressive strength N/ mm2 0 0 0 0 48 0 48 48 0 48 0

CHEMICAL TESTS

1. Insoluble Residue (% by mass) 0 0 0 0 15 0 15 15 0 15 0

2. Ratio of % of Alumina to Iron Oxide 0 0 0 0 15 0 15 15 0 15 0

3. Total sulphur content calculated as sulphuric anhydride ( S03 ) (% by mass) 0 0 0 0 15 0 15 15 0 15 0

4. Magnesia, ( % by mass ) 0 0 0 0 15 0 15 15 0 15 0

5. Ratio of persantage of lime to persantage of silica, alumina and iron oxide. 0 0 0 0 15 0 15 15 0 15 0

6. Chloride content, (% by mass) 0 0 0 0 15 0 15 15 0 15 0

4. Total loss on Ignition ( % by mass ) 0 0 0 0 15 0 15 15 0 15 0

01 lot per week no MT 0.0




Page | 31





MoRT & H



Specifications

Total Comulative

quantity tested


Total Cumulative

quantity

16 Admixture

1. Colour of sample 0 0 0 0 3 0 3 3 0 3 0

2. Relative density @250 0 0 0 0 3 0 3 3 0 3 0

3. PH value 0 0 0 0 3 0 3 3 0 3 0

4. Water soluble chlorides % 0 0 0 0 3 0 3 3 0 3 0

5. Solid content % 0 0 0 0 3 0 3 3 0 3 0

17 Water

1. PH Value 3 0 3 0 11 0 11 14 0 14 0

2. Organic solids, mg/ 1 3 0 3 0 11 0 11 14 0 14 0

3. Inorganic solids, mg/ 1 3 0 3 0 11 0 11 14 0 14 0

4. Sulphates as So3, mg/ 1 3 0 3 0 11 0 11 14 0 14 0

5. Chlorides as CI, mg/ 1 3 0 3 0 11 0 11 14 0 14 0

6.Suspended matter, mg/ 1 3 0 3 0 11 0 11 14 0 14 0

7. To neutralige 200ml sample of water, using phenolphthalein as on indicator. 3 0 3 0 11 0 11 14 0 14 0

8. To neutralige 200ml sample of water, using mythyl orange as on indicator. 3 0 3 0 11 0 11 14 0 14 0

18 Coarse aggregate

1. Deleterious of materials % 0 0 0 0 4 0 4 4 0 4 0

2. Aggregate impact value % 0 0 0 0 4 0 4 4 0 4 0

3. Specific gravity 0 0 0 0 4 0 4 4 0 4 0

4. Los angeles abrasion value % 0 0 0 0 4 0 4 4 0 4 0

5. Water absorption % 0 0 0 0 4 0 4 4 0 4 0

6.Soundness test % 0 0 0 0 4 0 4 4 0 4 0

7.Pertographic analysis 0 0 0 0 4 0 4 4 0 4 0

8. Alkalinity aggregate Reactivity 0 0 0 0 2 0 2 2 0 2 0

1 for every source and as required






Page | 32





MoRT & H



Specifications

Total Comulative

quantity tested



19 Fine aggregate

1. Deleterious of materials % 0 0 0 0 3 0 3 3 0 3 0

2. Sieve analysis 0 0 0 0 3 0 3 3 0 3 0

3. Silt content % 0 0 0 0 3 0 3 3 0 3 0

4. Alkalinity aggregate Reactivity 0 0 0 0 3 0 3 3 0 3 0

20 Rainforcement Steel

1. Brand/ Make of Steel 0 0 0 0 80 0 80 80 0 80 0

2. Diameter of Bar Tested(mm) 0 0 0 0 80 0 80 80 0 80 0

MECHANICAL TESTS

1. Yield Stress/ 0.2% PROOF STRESS (Nmm2) 15 0 15 0 80 0 80 95 0 95 0

2.Tensile Strength (Nmm2) 15 0 15 0 80 0 80 95 0 95 0

3.Elongation % 15 0 15 0 80 0 80 95 0 95 0

4. Mass per meter run (kg/ m) 15 0 15 0 80 0 80 95 0 95 0

5. Bend Test 15 0 15 0 80 0 80 95 0 95 0

6 Rebend Test 15 0 15 0 80 0 80 95 0 95 0

7 Diameter 15 0 15 0 80 0 80 95 0 95 0

CHEMICAL TESTS

1. Carbon % 15 0 15 0 80 0 80 95 0 95 0

2. Phospourus % 15 0 15 0 80 0 80 95 0 95 0

3. Sulphur % 15 0 15 0 80 0 80 95 0 95 0

4. Sulphur + Phospourus % 15 0 15 0 80 0 80 95 0 95 0

MT


1 for every source and as required 756 3949 4705




Page | 33





MoRT & H



Specifications

Total Comulative

quantity tested


Total Cumulative

quantity

21

1. Nominal Diameter of strands 0 0 0 0 9 0 9 9 0 9 0

2. Phosphorus % 0 0 0 9 0 9 9 0 9 0

3. Sulphur % 0 0 0 9 0 9 9 0 9 0

4. Dia of the centre wire (mm) 0 0 0 9 0 9 9 0 9 0

5. Avg. Dia of 6 surrownding wires (mm) 0 0 0 9 0 9 9 0 9 0

6. Area (mm2) 0 0 0 9 0 9 9 0 9 0

7. Lay length (mm) 0 0 0 9 0 9 9 0 9 0

8. Wt. meter/ kgs 0 0 0 9 0 9 9 0 9 0

9. 0.2 % proof load (kn) 0 0 0 9 0 9 9 0 9 0

10. Breaking strength (kn) 0 0 0 9 0 9 9 0 9 0

11. Elomgation % 0 0 0 0 9 0 9 9 0 9 0

12. Modulus of elasticity (kn/ sqmm) 0 0 0 9 0 9 9 0 9 0

13. 1000 hours Load relaxation test (12.7mm) 0 0 0 0 1 0 1 1 0 1 0

22 SOIL

1. Sulphate (SO4) 0 0 0 0 6 0 6 6 0 6 0

2.Deleterious content 0 0 0 0 4 0 4 4 0 4 0

3. ATTERBERG LIMIT OF CONSISTENCY 0 0 0 0 3 0 3 3 0 3 0

4. MODIFIED PROCTOR 0 0 0 0 3 0 3 3 0 3 0

5.CBR 0 0 0 0 3 0 3 3 0 3 0

6. Shear strength parameters ø / knm2 0 0 0 0 4 0 4 4 0 4 0

7. Soluble sulphate conent, % by weight 0 0 0 2 0 2 2 0 2 0

8. Angle of Repose, in Degrees 0 0 0 0 2 0 2 2 0 2 0

0 (Coils) 41 (Coils) 41

(Coils)1 for every source and as required

BRIDGE ACCESSORIES (TATA STRANDS)




Page | 34





MoRT & H



Specifications

Total Comulative

quantity tested



C

23 HUME PIPE

(600 mm Dia)

1. Internal Diameter of Pipe 0 0 0 0 8 0 8 0 8 0 8 0

2. Barrel Wall Thickness (mm) 0 0 0 0 8 0 8 0 8 0 8 0

3. Length(m) 0 0 0 0 8 0 8 0 8 0 8 0

4. Three Edge Bearing Test 0 0 0 0 2 0 2 0 2 0 2 0

5.Hydrostatic Test 0 0 0 0 2 0 2 0 2 0 2 0

6.Waer Absorption/ permeability test 0 0 0 0 2 0 2 0 2 0 2 0

24 ( 1000 mm dia)

1. Internal Diameter of Pipe 26 0 26 0 63 0 0 89 0 26 0

2. Barrel Wall Thickness (mm) 26 0 26 0 63 0 0 89 0 26 0

3. Length(m) 26 0 26 0 63 0 0 89 0 26 0

4. Three Edge Bearing Test 8 0 8 0 19 0 0 27 0 8 0

5.Hydrostatic Test 8 0 8 0 17 0 0 25 0 8 0

6.Waer Absorption/ permeability test 8 0 8 0 16 0 0 24 0 8 0

25 (1200mm Dia)

1. Internal Diameter of Pipe 12 0 12 0 31 0 8 43 0 20 0

2. Barrel Wall Thickness (mm) 12 0 12 0 31 0 3 43 0 15 0

3. Length(m) 12 0 12 0 31 0 8 43 0 20 0

4. Three Edge Bearing Test 4 0 4 0 11 0 5 15 0 9 0

5.Hydrostatic Test 3 0 3 0 9 0 3 12 0 6 0

6.Waer Absorption/ permeability test 3 0 3 0 9 0 3 12 0 6 0

FACTORY TEST RESULTS

Every lot.

Every lot. Nos. 100 180 280


Nos. 0 60 60




Page | 35





MoRT & H



Specifications

Total Comulative

quantity tested



26 POT CUM PTFE BEARINGS

1. TEST OF DETERMINATION OF CO-EFFICIENT OF FRICTION OF VERSO MONO - AXIAL/ BIAXIAL BEARING

3 0 3 0 24 0 24 27 0 27 0

2. DEFLECTION UNDER VERTICAL TEST LOAD 3 0 3 0 24 0 24 27 0 27 0

3. ROTATION TEST 3 0 3 0 18 0 18 21 0 21 0

4. HORIZONTAL LOAD TEST 4 0 4 0 14 0 14 18 0 18 0

27 STRIP SEAL EXPANSION JOINTS

1. Pullout test for Anchorage System 0 0 0 0 1 0 1 1 0 1 0

2. Paint Coating Thickness 0 0 0 0 1 0 1 1 0 1 0

3. Ponding test 0 0 0 0 1 0 1 1 0 1 0

4. Cyclic motion test 0 0 0 0 1 0 1 1 0 1 0

5. Seal Pull-out Test 0 0 0 0 1 0 1 1 0 1 0

6. Debris expelling test 0 0 0 0 1 0 1 1 0 1 0

Every lot. mts 0 564 564





Page | 36



2.7 : PRE CONSTRUCTION ACTIVITIES

2.7 a Land acquisition

As per clause 10.3.2 under Article 10 of the Concession agreement, the authority has to handover 80% or more of land required for four laning of the project highway before or on appointed date. Clause 10.3.1 requires Authority and Concessionaire to jointly inspect the site and prepare a memorandum which includes an inventory of vacant and unencumbered land, buildings, structures, road works, trees etc. It must also have an Annexure showing parts of site where vacant access and right of way have not been handed over to the client.

A memorandum of inventory was signed on the 14 th March 2013 by the Authority, Concessionaire and the EPC Representative mentioning that 92% of land is available and only 8% is to be handed over. As per Clause 10.3.2 of CA, at least 80% of the land shall be handed over on or prior appointed date.

The details of land handed over till is as given under in Table 4.1:

Table 4.1 Details of land handed over to Concessionaire as of January 31, 2014

S. No DescriptionSide

TotalLHS (Sqm) RHS (Sqm)

1 Total Land to be Made available 1124015 1484524 2608539

2 Area Handed over up to 31 st December 2013 1114492 1478124 2592616

3 Area made available in January 2014 1019 2153 3244

4 Balance land yet to be made available 8432 4247 12679

% of Land to be made Available 0.49 %

2.7 b Shifting of Utilities

As per the provisions of CA, 80% of Hindrance free land shall be handed over to the concessionaire on appointed date

2.7 c Tree Cutting

The tree cutting has been already awarded by NHAI directly to third party agency, and tree cutting is in progress. There are approximately 4365 trees to be cut in the project highway as on date 4029 Nos were cut and there is a balance about 336 Nos to be cut and removed from site, as confirmed after Joint Site Visit by IE & Concessionaire.


Page | 37



Details of Tree Cutting

2.7 d. Utility Shifting- ElectricalRegarding electrical lines, Kerala State Electricity Board (KSEB) has furnished 9 Nos of estimates for shifting electrical utilities in the divisions of Palakkad, Chitur and Alathur for an amount of Rs. 4.156 Cr. Further PIU, NHAI vide their letter no NHAI/PD/Palakad/KL-2/352 Dt 4th March 2013 entrusted the work of shifting of electrical lines is given to the concessionaire at KSEB approved rates. Concessionaire entrusted the shifting of Electrical to EPC Contractor under variation item. As per approved estimate NHAI paid Supervision charges to KSEB. The shifting of electrical utilities has been started by the EPC contractor.

Details of Electrical – Utility ShiftingIndependent Engineering Services for Four Laning of Walayar - Vadakkancherry Section in Kerala (Km. 182+250 to Km. 240+000 of NH-47) – Package NS-2/BOT/KL-2 on DBFOT (Toll) Basis under NHDP Phase II

Page | 38

From To From To1 182.250 183.000 0.750 1 0 1 28 209.000 210.000 1.000 0 0 02 183.000 184.000 1.000 0 5 5 29 210.000 211.000 1.000 7 0 73 184.000 185.000 1.000 0 9 9 30 211.000 212.000 1.000 0 0 04 185.000 186.000 1.000 0 66 66 31 212.000 213.000 1.000 0 0 05 186.000 187.000 1.000 0 68 68 32 213.000 214.000 1.000 0 0 06 187.000 188.000 1.000 0 0 0 33 214.000 215.000 1.000 0 0 07 188.000 189.000 1.000 4 0 4 34 215.000 216.000 1.000 6 0 68 189.000 190.000 1.000 0 0 0 35 216.000 217.000 1.000 2 12 149 190.000 191.000 1.000 3 0 3 36 217.000 218.000 1.000 4 2 610 191.000 192.000 1.000 0 0 0 37 218.000 219.000 1.000 2 1 311 192.000 193.000 1.000 0 0 0 38 219.000 220.000 1.000 0 4 412 193.000 194.000 1.000 0 0 0 39 220.000 221.000 1.000 2 7 913 194.000 195.000 1.000 0 6 6 40 221.000 222.000 1.000 0 0 014 195.000 196.000 1.000 2 15 17 41 222.000 223.000 1.000 0 0 015 196.000 197.000 1.000 0 5 5 42 223.000 224.000 1.000 1 0 116 197.000 198.000 1.000 0 1 1 43 224.000 225.000 1.000 1 0 117 198.000 199.000 1.000 2 0 2 44 225.000 226.000 1.000 3 4 718 199.000 200.000 1.000 0 0 0 45 226.000 227.000 1.000 0 0 019 200.000 201.000 1.000 9 0 9 46 227.000 228.000 1.000 0 0 020 201.000 202.000 1.000 0 9 9 47 228.000 229.000 1.000 0 0 021 202.000 203.000 1.000 0 0 0 48 229.000 230.000 1.000 1 1 222 203.000 204.000 1.000 0 0 0 49 230.000 231.000 1.000 0 0 023 204.000 205.000 1.000 4 0 4 50 231.000 232.000 1.000 3 6 924 205.000 206.000 1.000 0 0 0 51 232.000 233.000 1.000 5 10 1525 206.000 207.000 1.000 0 0 0 52 233.000 234.000 1.000 5 10 1526 207.000 208.000 1.000 0 0 0 53 234.000 235.000 1.000 2 5 727 208.000 209.000 1.000 0 0 0 54 235.000 236.135 1.135 6 15 21

53.885 336

S. No

Chainage LengthS. No

Chainage Length LHS RHS Total Remarks RemarksLHS RHS Total

From To1 182.250 183.000 0.750 Completed -2 183.000 184.000 1.000 Completed -3 184.000 184.300 0.300 Completed 2 Poles balance due to Cell Tower4 184.300 185.000 0.700 Completed -5 185.000 186.000 1.000 Completed -6 186.000 187.000 1.000 Completed 1 No Cross Pending (4 Poles to be removed in Rock Area7 187.000 188.000 1.000 Completed -8 188.000 189.000 1.000 Completed -9 189.000 190.000 1.000 Completed 1 Transformer Shifting balance10 190.000 191.000 1.000 Completed -11 191.000 192.000 1.000 Completed -12 192.000 193.000 1.000 Completed -13 193.000 194.000 1.000 Completed -14 194.000 195.000 1.000 Completed -15 195.000 196.000 1.000 Completed -16 196.000 197.000 1.000 -17 197.000 198.000 1.000 Completed -18 198.000 199.000 1.000 Completed -19 199.000 200.000 1.000 Completed Transformer shifting Balance20 200.000 200.800 0.800 Completed -21 200.800 201.000 0.200 Completed -22 201.000 202.000 1.000 0.500 -23 202.000 203.000 1.000 - Crossing Line Under Progress/ Tree cutting in progress24 203.000 204.000 1.000 In progres Poles lifting work done25 204.000 205.000 1.000 In progres 1 DP shifting completed & Tree cutting in progress26 205.000 206.000 1.000 In progres Tree Cutting & Buidling Dismantling in progress27 206.000 207.000 1.000 In progres Tree Cutting & Buidling Dismantling in progress28 207.000 208.000 1.000 In progres -29 208.000 209.000 1.000 Completed Poles lifting & Conductor laying work completed30 209.000 210.000 1.000 Completed -31 210.000 211.000 1.000 In progres Tree Cutting in progress32 211.000 212.000 1.000 In progres Tree Cutting & Buidling Dismantling in progress33 212.000 213.000 1.000 In progres 1 HT crossing Completed & Tree cutting In Progress34 213.000 214.000 1.000 Completed -35 214.000 215.000 1.000 In progres -36 215.000 216.000 1.000 Completed -37 216.000 217.000 1.000 In progres Pole lifting Work completed38 217.000 218.000 1.000 Completed -39 218.000 219.000 1.000 In progres Tree Cutting in progress40 219.000 220.000 1.000 In progres 1 no LT Crossing completed & Tree cutting In progress41 220.000 221.000 1.000 In progres 1 no LT Crossing completed & Tree cutting In progress42 221.000 222.000 1.000 In progres -43 222.000 223.000 1.000 In progres -44 223.000 224.000 1.000 In progres -45 224.000 225.000 1.000 Completed -46 225.000 226.000 1.000 Completed -47 226.000 227.000 1.000 Completed -48 227.000 228.000 1.000 Completed -49 228.000 229.000 1.000 Completed -50 229.000 230.000 1.000 Completed -51 230.000 231.000 1.000 To Taken -52 231.000 232.000 1.000 Completed -53 232.000 233.000 1.000 Completed -54 233.000 234.000 1.000 To Taken -55 234.000 235.000 1.000 To Taken -56 235.000 236.000 1.000 To Taken -57 236.000 236.135 0.135 To Taken -

53.885

S.No Chainage Length Status of Work Remarks

Total Length 53.885 Balance Trees 336



Total Electrical lines shifting length completed - 30.750 Kms.

2.7 e. Utility Shifting- Water supply lines


Page | 39

From To1 182.250 183.000 0.750 Completed -2 183.000 184.000 1.000 Completed -3 184.000 184.300 0.300 Completed 2 Poles balance due to Cell Tower4 184.300 185.000 0.700 Completed -5 185.000 186.000 1.000 Completed -6 186.000 187.000 1.000 Completed 1 No Cross Pending (4 Poles to be removed in Rock Area7 187.000 188.000 1.000 Completed -8 188.000 189.000 1.000 Completed -9 189.000 190.000 1.000 Completed 1 Transformer Shifting balance10 190.000 191.000 1.000 Completed -11 191.000 192.000 1.000 Completed -12 192.000 193.000 1.000 Completed -13 193.000 194.000 1.000 Completed -14 194.000 195.000 1.000 Completed -15 195.000 196.000 1.000 Completed -16 196.000 197.000 1.000 -17 197.000 198.000 1.000 Completed -18 198.000 199.000 1.000 Completed -19 199.000 200.000 1.000 Completed Transformer shifting Balance20 200.000 200.800 0.800 Completed -21 200.800 201.000 0.200 Completed -22 201.000 202.000 1.000 0.500 -23 202.000 203.000 1.000 - Crossing Line Under Progress/ Tree cutting in progress24 203.000 204.000 1.000 In progres Poles lifting work done25 204.000 205.000 1.000 In progres 1 DP shifting completed & Tree cutting in progress26 205.000 206.000 1.000 In progres Tree Cutting & Buidling Dismantling in progress27 206.000 207.000 1.000 In progres Tree Cutting & Buidling Dismantling in progress28 207.000 208.000 1.000 In progres -29 208.000 209.000 1.000 Completed Poles lifting & Conductor laying work completed30 209.000 210.000 1.000 Completed -31 210.000 211.000 1.000 In progres Tree Cutting in progress32 211.000 212.000 1.000 In progres Tree Cutting & Buidling Dismantling in progress33 212.000 213.000 1.000 In progres 1 HT crossing Completed & Tree cutting In Progress34 213.000 214.000 1.000 Completed -35 214.000 215.000 1.000 In progres -36 215.000 216.000 1.000 Completed -37 216.000 217.000 1.000 In progres Pole lifting Work completed38 217.000 218.000 1.000 Completed -39 218.000 219.000 1.000 In progres Tree Cutting in progress40 219.000 220.000 1.000 In progres 1 no LT Crossing completed & Tree cutting In progress41 220.000 221.000 1.000 In progres 1 no LT Crossing completed & Tree cutting In progress42 221.000 222.000 1.000 In progres -43 222.000 223.000 1.000 In progres -44 223.000 224.000 1.000 In progres -45 224.000 225.000 1.000 Completed -46 225.000 226.000 1.000 Completed -47 226.000 227.000 1.000 Completed -48 227.000 228.000 1.000 Completed -49 228.000 229.000 1.000 Completed -50 229.000 230.000 1.000 Completed -51 230.000 231.000 1.000 To Taken -52 231.000 232.000 1.000 Completed -53 232.000 233.000 1.000 Completed -54 233.000 234.000 1.000 To Taken -55 234.000 235.000 1.000 To Taken -56 235.000 236.000 1.000 To Taken -57 236.000 236.135 0.135 To Taken -

53.885

S.No Chainage Length Status of Work Remarks



Similarly, towards shifting water supply utility lines 7 Nos estimates amounting Rs. 4.09 Cr. have been furnished by Kerala Water Authority (KWA) covering Rural Water Supply schemes (RWSS) in seven towns and 5 estimates belonging to 5 local Panchayat. The shifting of water supply utility lines has been begun by the EPC Contractor. PD, PIU, NHAI entrusted the work of shifting of water supply lines is given to the concessionaire at KWA approved rates. Concessionaire entrusted the shifting of Electrical to EPC Contractor under variation item. As per approved estimate NHAI paid Supervision charges to KWA. The shifting of Water Supply lines has been started by the EPC contractor


Page | 40



Details of Water Supply Lines - Utility Shifting


From To183.200 183.800 0.600 160 mm PVC RHS 0.500 0.100 183.200-183.700=0.500183.900 184.400 0.500 140 mm PVC LHS 0.400 0.100 183.900-184.300=0.400185.400 186.600 1.200 90 mm PVC LHS 1.200 0.000 185.400-186.600=1.200185.400 186.600 1.200 80 mm GI LHS 0.200 1.000 186.400-186.600=0.200

3 RWS to Canal Piruvu 187.900 188.200 0.300 75 mm PVC LHS 0.000 0.300 -194.900 197.800 5.800 110 mm PVC RHS 5.200 0.600 195.000-197.800=2.600*2194.900 197.800 2.900 250 mm PVC LHS 2.400 0.500 195.100-197.500=2.400199.400 201.000 3.200 160 mm PVC RHS 3.200 0.000 199-400-201.000=3.200200.500 200.700 0.200 160 mm PVC LHS 0.000 0.200 -200.700 201.000 0.600 90 mm PVC BHS 0.600 0.000 201.400-201.700=0.600201.350 201.500 0.150 63 mm PVC LHS 0.150 0.000 201.350-201+500=0.150202.100 202.450 0.350 110 mm PVC LHS 0.150 0.200 202.100-202.250=0.150202.100 202.450 0.350 90 mm PVC RHS 0.200 0.150 202.100-202.300=0.200202.450 203.100 0.650 90 mm PVC LHS 0.300 0.350 202.600-202.900=0.300202.500 203.100 0.600 110 mm PVC RHS 0.000 0.600 -202.500 203.100 0.600 160 mm PVC LHS 0.000 0.600 -203.100 203.700 0.600 90 mm PVC LHS 0.000 0.600 -203.100 204.200 1.100 110 mm PVC RHS 0.400 0.700 203.450-203.850=0.400203.100 204.200 1.100 160 mm PVC LHS 0.400 0.700 203.450-203.850=0.400204.000 204.600 0.600 90 mm PVC LHS 0.000 0.600 -206.900 207.700 0.800 90 mm PVC RHS 0.000 0.800 -206.800 207.700 0.900 110 mm PVC RHS 0.000 0.900 -206.400 207.700 1.300 140 mm PVC LHS 0.700 0.600 206.600-207.300=0.700213.100 214.400 1.300 160 mm PVC RHS 1.300 0.000 213.100-214.440=1.300213.100 214.400 1.300 90 mm PVC RHS 1.300 0.000 213.100-214.440=1.300213.300 213.800 0.500 75 mm PVC LHS 0.500 0.000 213.300-213.800=0.500214.600 215.600 1.000 250 mm PVC RHS 1.000 0.000 214.600-215.500=1.000215.300 215.500 0.200 250 mm PVC LHS 0.100 0.100 215.400-215.500=100215.750 216.300 0.550 200 mm PVC RHS 0.000 0.550217.700 219.400 1.700 140 mm PVC RHS 1.100 0.600 217.700-219.100=0.800217.900 218.400 0.500 90 mm PVC LHS 0.000 0.500

32.650 21.300 11.350

S.No Location Chainage Estimated Length in KM

Pipe Dia Side Completed Length in KM

Balance in KM Status of Work

1 RWS to Walayara

2 RWS to Vattappara

7 RWS to Kuzhalmannam

Total length

4 RWS to Pudussery

5 RWS to Marutha Road

6 Palakkad



2.8 ENVIRONMENTAL PROTECTIONIndependent Engineer staff carries out regular site visits and observe the construction areas and check the following areas:

Stone quarries and borrow areas;

Crusher plants;

Storage area of Oil and Lubricants yard;

Roadways and Campsite;

Disposal of debris and unsuitable materials.

Keeping in view to the environment compliances, the Concessionaire has been instructed to avoid damage or nuisance to persons or to property of the public or other resulting from pollution, noise or other causes arising as a consequence of their method of operation.

There were certain issues to be complied by the Concessionaire as mentioned below: - Improper debris disposal and management. Improper waste management. Inadequate drainage/waste water treatment facility. Improper Borrow area operation and management.

2.9 ROAD SAFETY

The existing two lanes though in good shape and in service the riding quality were constantly

checked. Some Potholes had been filled up. where construction is in progress thefollowing action

has to be implemented by Concessionaire to increase the safety to road users;

a)Warning and information signs in line with IRC/MORT&H standards and specification;

b)Signage boards at junction/urban areas to control the speed;

c)Barricades and reflector tapes to areas where ongoing excavation are carried out;

Concessionaire was regularly reminded to keep acceptable safety arrangements at construction zones as per IRC-SP-55 for smooth flow of traffic. Independent Engineer instructed to Concessionaire to improve the road safety vide our letter no. IE/APL/KL-2/2013/002 and letter no IE/APL/Kl-2/2013/005 safety measures during four lane construction.

2.10 ROAD ACCIDENT REPORT

Independent Engineer is given instructions to Concessionaire to collect and submit the accidental data for every month, identify accidental prone zones to made adequate safety arrangements, signboards etc. to avoid accidents. And advised to carryout safety audit along with Independent Engineer Representative.





Client : National Highways Authority of IndiaIndependent Engineer : Artefact Projects LimitedConcessionaire : KNR Walyar Tollways Private LimitedEPC Contractor : KNR Constructions LimitedName of PIU's / CMU's : Palakkad1) Stretch : Walayar - Vadakkancherry2) Stretch Chainage : Km. 182.250 to Km. 240.0003) State : Kerala4) District : Palakkad5) Police Station :

A B C D E F G H

Accident Location

Nature of Accident

Classification of Accident Causes Road feature Road

Condition

Intersection Type and Control

Weather Conditoin Fatal Grevious Minor Non-

injured

1 01-01-2014 201+500 8 3 4 2 5 - 1KL 51 A 611 -

Auto Car - Pedestrain

- - 1 - - -

2 04-01-2014 198+200 3 3 2 2 1 - 1MH 14 AE 5245 Auto - KL 9 Y

3388 Bus- - 2 - - -

3 04-01-2014 234+000 2 1 2 2 1 - 1KL 56 C 4080 Bus -

KL14E 2980MotorCycle

1 - - - - -

4 05-01-2014 198+200 3 3 4 2 4 - 1KL 09 AF 2147 Auto - KL 49 A 3381 Scooty

- 1 - - - -

5 05-01-2014 215+700 2 3 2 2 2 3 1 KL 9 AG 291 Car - KED 3507 Car - 1 - - - -

6 12-01-2014 223+620 8 3 4 2 1 - 1KL 09T 8568 Motor Cycle - Pedestrain

- - - - - -

7 12-01-2014 231+150 8 3 2 2 1 - 1 KL50B 946 Bus - Pedestrain - - - - - -

8 12-01-2014 206+310 8 2 2 2 1 3 1 KL9 AE 49 Bike - KL 9 AE 2823 Bike - 2 - - - -

9 21-01-2014 217+000 4 2 4 2 5 1 1 KL8AF 711 Bus KL49C 384 Bus - 1 - - - -

10 23-01-2014 4 3 2 2 5 1 1KL07 AN 7081 Car

- KL07C 8331 Motor Bike

- - 1 - - -

11 27-01-2014 198+200 3 3 3 2 2 - 1 KL09AA 8481 Bike - Innova - - 1 - - -

A: Urban/ Rural and Details of Surrounding LanduseB: 1-Overturning, 2-Head on collision, 3-Rear End Collision, 4-Collision Brush/ Side Wipe, 5-Right Turn Collision, 6-Skidding, 7-Right Turn Collision, 8-Others(Pl.Specific)C: 1- Fatal, 2-Grievious Injury, 3-Minor Injured, 4-Non InjuryD: 1-Drunken, 2-Overspeeding, 3-Vehicle out of control, 4-Fault of driver of motor vehicle/ driver of other vehicle/ cyclist/ pedestarian/ passenger, 5-Defect in mechanical condition of motor vehicle/ road conditionE: 1-Single lane, 2-Two lanes, 3-Three lanes or more without central divider (median), 4-Four lanes or more with central dividerF: 1-Straight road, 2-Slight Curve, 3-Sharp Curve, 4-Flat Road, 5- Gentle incline, 6-Steep incline, 7-Hump, 8-DipG: 1-T-junction, 2-Y- junction, 3-Four arm junction, 4- Staggered junction, 5-J unction with more than 4 arms, 6-Roundabout junction, 7-Manned Rail crossing, 9-Unmanned Rail crossingH: 1-Fine, 2-Mist/ Fog, 3-Cloudy, 4-Light rain, 5-Heavy rain, 6-Hail/ sleet, 7-Snow, 8-Strong Wind, 9-Dust Storm, 10-Very Hot, 11-Very Cold, 12-Other extraordinary weather condition

ACCIDENT DATAFor the Month of Jan-14

Sl No. Date Time of Acc. (am/pm)

Vehicle Responsible

No. of affected PersonsNo. of

Animals killed if any

Help Provided by Ambulance /

patrolling Vehicle

Remarks

Walayar, Kasaba, Palakkad Rural Circle, Kozhalmannam, Alathur, Vadakkencherry



2.11 MAINTENANCE OF EXISTING TWO LANE HIGHWAY

Independent Engineer given instructions to concessionaire to carry out the routine maintenance of existing carriage way i.e., filling of pot holes, patches and removal of water in water logged areas on the existing carriage way.The Concessionaire is taking regular actions in the maintenance of the existing carriage way in the month of December 2013.It was made aware to the Concessionaire road maintenance shall be a continuous process until the Schedule Date of Completion and until the O& M team to takes over the Highway.

2.12 METHOD ADOPTED IN CONSTRUCTION

The method of construction adopted by the concessionaire as per construction methodology of activities has been regularly checked and reviewed by the Independent Engineer through conducting field and laboratory tests, Materials used are in compliance with Specification and Standards.

2.13 CONFORMITY OF CONSTRUCTION WORK

The source of materials used for the construction works are regularly checked by Independent Engineer for conformity with the Specifications and Standards. Routine checks were regularly conducted by the Independent Engineer field team. The Team Leader also attended to some tests like cube crushing etc. during his site inspection with the Concessionaire. It was found that the materials used were within limits of Specifications and Standards were being maintained by the Concessionaire in the month of December 2013. The quality of materials used for execution and other tests were all within the specified limits.

The structural works that is major bridges, minor bridges, VUP and Box Culverts are in progress; Independent Engineer representatives are regularly attending and checking the activities.

2.14 NON COMPLIANCE REPORT (N C R)

So far no NCR was issued to the Concessionaire.




2.15 REQUEST FOR INSPECTION (R F I)

2.16 TEAM LEADER’S COMMENTS

The programmed monthly financial progress up to December is 18.45 % and achieved is 30.32 % . The first mile stone is surpassed. The ensuing month progress also shall be overcome.

1. There are total no 193 cross structures. The progress of structures 4nos Pipe culverts, 1 nos. major bridges, 3 nos. minor bridges, 4 nos. VUP, 1 no’s of CUP/PUP. 20nos, Box culverts 1 No grade separator, 1 No ROB, are in progress. 2 nos. pipe culverts, 48 nos. box culverts, 1 no. minor bridges, 1 nos. VUP to be taken up. , Major bridge 1nos (approach slab &expansion joint not done),Minor Bridges 8Nos (approach slab & expansion joint not done),VUP 2nos,PUP 3nos approach slab & expansion joint not done),Box culverts 75nos,Pipe culverts 16nos,. Completed.

2. Highway progress, Embankment Top 31.600 (LHS),28.600 (RHS) Kms. Sub Grade Top 21.900 (LHS),17.300 (RHS) Kms. Completed, GSB 14.200(LHS),12.300(RHS)Completed.WMM 10.100 Kms (LHS) 8.200 Kms (RHS),Completed.DBM 8.300 (LHS),6.300 (RHS).,BC not yet started.

3. Traffic was diverted at 223+630 RHS for Construction of PUP and 217+500 RHS for Construction of VUP. Concessionaire was instructed to provide adequate Safety arrangement as per IRC SP 55 at Traffic Diversion Locations.

4. Concessionaire was instructed to improve Road Safety at Construction Zones as per IRC -SP 55.5. Cleaning the encumbrances, tree cutting, shifting of electrical poles and water supply lines are in progress which is to be completed early.6. RFI are to be submitted to Independent Engineer in advance so that arrangements can be made for inspection.7. Environmental returns are to be submitted periodically.8. Safety arrangements are to be increased at the bye pass locations of structures.9. Highway maintenance during construction period is to be continued.


Page | 45

Number of RFI’s submitted by Concessionaire and attended/checked and closed by IE:

From 01-01-2014 to 31-01-2014

Sl. No. DescriptionTotal No. of RFIs

submitted by Concessionaire

Attended/ Checked

by IE% age

attendedNo. of RFIs

approvedRemarks

1 For Materials 10 10 100% 10 2 For Highway 950 146 15.40% 144 3 For Structures 1299 198 15% 195



10. Shifting of RE Blocks are in many VUP location work are in Progress. 11. Toll plaza building works at Km 189+340 LHS in progress, Admin Building frame work

Progress.12. R.C.C. Retaining wall at 198+870, 214+272,213+160, is in progress. Surface to finish soothly13. R.E. Wall erecting is in progress at 187+350. 197+730, 217+520 and Geogrid laying is in order. Placing filter media is to be required width

14 . RCC. service road drain is in progress at 4 places. Top line is not smooth 15. Curing of structures to improve. A set of cubes casted is to be cured at site condition and tested. 16.. Another Boom placer shall increase the concreting operations. 17. Adjacent to the structures and culverts walls on embankment side to be filled with Filter media and rolled with Baby rollers. 18. The service roads are to be 600 above adjacent ground level. The typical cross section drawings are to match this clause.

19. Electrical design and drawings for street lighting, Near toll plaza, for HTMS are to be decided prior to doing any B.T.works.

20. The surface drainage system to be decided prior to laying DBM so that any drainage pipes can be laid in Embankment layers..

21. Utility crossings in the entire length of the project is to be provided so that any public utilities shall pass through it without cutting the highway in future.

22. The exposed concrete faces like head wall etc shall be neatly finished. 23. Fixing of strip seal joints to be done after laying BC


Page | 46



17 WEATHER CONDITIONS & REPORT

S. No Date

TEMPARATURE 0C RAIN FALL (mm)Camp : at Km. 187+500 (RHS)

Camp : at Km. 232+180 (LHS)

Camp : at Km.

187+500 (RHS)

Camp : at Km.

232+180 (LHS)Max 0C Min0C Max 0C Min0C

1 01-Jan-14 29.5 23.5 29.3 24.1 0.0 0.02 02-Jan-14 30.5 24.0 31.1 22.9 0.0 0.03 03-Jan-14 29.0 23.0 29.4 23.1 0.0 0.04 04-Jan-14 30.1 23.5 30.6 24.2 0.0 0.05 05-Jan-14 29.3 23.9 29.8 24.1 0.0 0.06 06-Jan-14 30.0 22.5 30.4 25.3 0.0 0.07 07-Jan-14 29.5 23.0 29.8 23.6 0.0 0.08 08-Jan-14 29.0 24.5 31.2 24.1 0.0 0.09 09-Jan-14 30.0 23.0 30.2 24.8 0.0 0.0

10 10-Jan-14 29.9 23.5 31.4 24.9 0.0 0.011 11-Jan-14 30.5 24.0 30.4 23.9 0.0 0.012 12-Jan-14 29.5 23.5 30.9 25.1 0.0 0.013 13-Jan-14 30.5 22.5 30.5 24.6 0.0 0.014 14-Jan-14 29.0 23.0 30.1 25.1 0.0 0.015 15-Jan-14 30.0 23.5 31.0 24.8 0.0 0.016 16-Jan-14 29.5 23.0 30.9 25.1 0.0 0.017 17-Jan-14 28.9 24.0 30.4 24.8 0.0 0.018 18-Jan-14 29.5 24.0 30.6 25.3 0.0 0.019 19-Jan-14 30.0 23.5 31.3 24.9 0.0 0.020 20-Jan-14 29.0 24.0 30.4 25.3 0.0 0.0


Page | 47



21 21-Jan-14 30.0 24.5 31.2 24.6 0.0 0.022 22-Jan-14 29.5 24.0 30.4 25.4 0.0 0.023 23-Jan-14 30.0 23.5 29.9 25.8 0.0 0.024 24-Jan-14 29.5 24.0 30.9 24.8 0.0 0.025 25-Jan-14 30.5 23.5 31.0 24.6 0.0 0.026 26-Jan-14 31.0 24.5 30.8 25.2 0.0 0.027 27-Jan-14 29.5 23.5 31.2 24.8 0.0 0.028 28-Jan-14 29.7 24.0 31.2 25.9 0.0 0.029 29-Jan-14 30.4 24.4 30.4 25.7 0.0 0.030 30-Jan-14 30.9 25.1 31.3 25.6 0.0 0.031 31-Jan-14 30.6 24.9 30.9 25.8 0.0 0.0

This Month Total Rain fall: mm 0.000 0.000upto previous Month Rainfall: mm 1910.900

Total Rainfall: mm 1910.900


Page | 48



Print separate

1. (ORG CHART of IE IN FOLDER)


Page | 49

BOARD OF DIRECTORS

VICE PRESIDENT/PROJECT HEAD

GENERAL MANAGER IN HOUSE DESIGN &FINANCE (HO) MONITORING TEAM

SITE OPERATIONS PROJECTMANAGEMENT & CONTROL TEAM

CHEIF PROJECT MANAGERHIGHWAY BRIDGES

SAFETY TEAM O & M TEAM QUALITY LAOFFICERCONTROL

EPC CONTRACTOR(M/s KNR Constructions Limited)

Four Laning of Walayar - Vadakancherry Section in Kerala (Km. 182.250 to Km. 240.000 of NH-47) - Package NS-2/BOT/KL-2 on DBFOT (Toll) Basis under NHDP Phase II

ORGANIZATION CHART OF SPV



2. Organization Chart of SPV


BOARD OF DIRECTORS

VICE PRESIDENT/PROJECT HEAD

GENERAL MANAGER IN HOUSE DESIGN &FINANCE (HO) MONITORING TEAM

SITE OPERATIONS PROJECTMANAGEMENT & CONTROL TEAM

CHEIF PROJECT MANAGERHIGHWAY BRIDGES

SAFETY TEAM O & M TEAM QUALITY LAOFFICERCONTROL

EPC CONTRACTOR(M/s KNR Constructions Limited)


ORGANIZATION CHART OF SPV



3. Organization Chart of EPC Contractor


Page | 51

Jr. ENGINEERs – 10

CIVIL MATEs – 10

SUPERVISORs – 10

SR. ENGINEERs– 2(to be named)

STORES MANAGERMr. Ravinder Reddy

STORE ASST.s– 4

STORE CLERKs -10

AGM (MECHANICAL)

Mr. C. Rajender Reddy

PRO

ASST. LIAISONING OFFICERs -2

Sr. MECHANICAL ENGINEER(Mr. Ritesh)

Jr.MECHANICAL ENGINEERs -5

MECHANICs -20

PLANTS INCHARGEA. Tirupathi Reddy

CRUSHER INCHARGE -3

H M PLANT INCHARGE -2

BATCHING PLANT

INCHARGE -3

ACCOUNTS MANAGER

ACCOUNTANTS -3

ADMIN. & HR MANAGER

ASST. MANAGERADMIN.

WORKS CO-ORDINATOR

CAMP INCHARGE

ASST. CAMP INCHARGEs-2

SITEINCHARGEs-3

Dy. PROJECT MANAGER Mr. G. Bamhananda Reddy

CONSTRUCTION MANAGER

CONSTRUCTION MANAGER

PROJECT MANAGER -HIGHWAYSMr. M. Ramakrishna Reddy

Jr. ENGINEERs – 8

CIVIL MATEs – 8

SUPERVISORs – 10

Jr. ENGINEERs – 8

CIVIL MATEs – 8

SUPERVISORs – 10

CONSTRUCTION MANAGER -

Mr. Vinod Saga

Material Engineer1. Mr. P. Surender Reddy2. Mr. Gopinath Pathudu

QCE -3

LAB TECHNICIANs-6

LAB HELPERs -10Jr. ENGINEERs – 2

SUPERVISORs – 2

CONSTRUCTION MANAGER(to be named)

PROJECT MANAGER -STRUCTURESMr. C. H. Yakambaram

CHIEF SURVEYORMr. Vijay Kunar Pandey

ASST. SURVEYORs -2

SURVEY HELPERs -6

PROJECT HEADMr. Venugopal Reddy

EXECUTIVE DIRECTOR/PROJECT EXECUTIVE, HO (VP)

PLANNING ENGINEER

QUANTITY SURVEYOR

J. Surender Reddy

CAD ENGINEERJ. Dinesh Kumar

DATA ENTRY OPERATORs -3

SAFETY ENGINEER

SUPERVISORs – 2

SAFETY HELPERs– 6

CASTING YARD INCHARGE


ORGANIZATION CHART OF EPC CONTRACTOR



4 LINE DIAGRAM OF EPC CONTRACTOR CAMP SETUP


Page | 52

KNR WALAYAR TOLLWAYS PRIVATE LIMITED

COIMBATORE THRISSUR

Km. 1

82+2

50

(Sta

rt Po

int o

f th

e Pro

ject)

Walayar

Km. 1

87+5

00

Four laning of Walayar – Vadakkancherry Section in Kerala (Km 182/250 to Km 240/000 of NH – 47) – Package NS-2/BOT/KL-2 – on DBFOT (Toll) basis under NHDP Phase-IILINE DIAGRAM OF THE EPC CONTRACTOR CAMP SET UP

BP - I

Km. 2

07+0

00Police Station

Km. 2

36+1

35Va

dakk

anch

eery

(End

Poi

nt o

f th

e Pro

ject)

BC - I

Palathurai

Q & C - I

Q & C - III

BC - II

Mangalamdam

NOTE:BC : BASE CAMPQ & C : QUARRY & CRUSHER PLANTBP : BATCHING PLANTHMP : HOT MIX PLANT

Km. 2

31+7

35

8.00 Kms

WWMP : WET MIX PLANT

5.25 Kms

13.5

Kms

WMMP - II,BP - II

WAL

AYAR

10.5

Kms

Offset 1.5 Kms

Offset 0.100 Kms

4.4 Kms

53.885 Kms

Q & C - II

0.500

Km

s

HMP - I

0.100

Km

s

BP - IIIHMP - II,

WMMP - I&



5. STRIP PLAN SHOWING THE DETAILS OF THE PROJECT




6. Strip Chart of Project Highway


Page | 54




Page | 55



7.BAR CHART SHOWING THE DETAILS OF HIGHWAY PROGRESS25

0

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

LHS

RHS

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

LHS

RHS

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

LHS

RHS

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

LHS

RHS

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

LHS

RHS

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

LHS

RHS

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

LHS

RHS

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

LHS

RHS

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

LHS

RHS

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

LHS

RHS

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

100

200

300

400

500

600

700

800

900

###

LHS

RHS

C & G WMM Top

EMB Top Prime/ Tack Coat

SG Top DMB

GSB Top BC

Km 182.250 to Km 183.000 Km 183.000 to Km 184.000 Km184.000 to Km 185.000 Km185.000 to Km 186.000 Km186.000 to Km 187.000

Km190.000 to Km 191.000 Km191.000 to Km 192.000

Km192.000 to Km 193.000 Km193.000 to Km 194.000 Km194.000 to Km 195.000 Km195.000 to Km 196.000 Km196.000 to Km 197.000

Km187.000 to Km 188.000 Km188.000 to Km 189.000 Km189.000 to Km 190.000










Page | 56



8.Linear Wise LHS & RHS Main Carriageway Status LHS – MCW

Sl No.

ChainageLengt

h

Progress Status

From To C & G EMB Top

SG TOP

GSB Top

WMM Top

Prime/TackCo

atDMB BC

1182.25

0182.40

0 0.150 0.150

2182.40

0183.60

0 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200

3183.60

0184.40

0 0.800 0.800 0.800

4184.40

0184.70

0 0.300 0.300 0.300 0.300

5184.70

0186.70

0 2.000 2.000 2.000 2.000 2.000 2.000 2.000 2.000

6186.70

0186.80

0 0.100 0.100 0.100 0.100

7186.80

0187.90

0 1.100 1.100

8187.90

0189.10

0 1.200 1.200 1.200 1.200 1.200

9189.10

0189.60

0 0.500 0.500

10189.60

0190.60

0 1.000 1.000 1.000 1.000 1.000

11190.60

0190.90

0 0.300 0.300 0.300 0.300

12190.90

0191.30

0 0.400 0.400

13191.30

0192.00

0 0.700 0.700 0.700 0.700 0.700 0.700

14192.00

0192.10

0 0.100 0.100

15192.10

0193.20

0 1.100 1.100 1.100 1.100 1.100 1.100 16 193.20 194.40 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200


Page | 57



0 0

17194.40

0195.30

0 0.900 0.900 0.900 0.900 0.900

18195.30

0195.50

0 0.200 0.200 0.200 0.200

19195.50

0196.30

0 0.800 0.800

20196.30

0196.80

0 0.500 0.500 0.500

21196.80

0199.20

0 2.400 2.400

22199.20

0199.50

0 0.300 0.300 0.300 0.300

23199.50

0200.10

0 0.600 0.600 0.600

24200.10

0201.00

0 0.900 0.900

25201.00

0201.70

0 0.700 0.700 0.700 0.700 0.700

26201.70

0203.60

0 1.900 1.900

27203.60

0203.70

0 0.100 0.100 0.100

28203.70

0203.80

0 0.100 0.100

29203.80

0204.00

0 0.200 0.200 0.200 0.200 0.200

30204.00

0205.00

0 1.000 1.000

31205.00

0207.60

0 2.600 2.600 2.600

32207.60

0209.10

0 1.500 1.500

33209.10

0209.70

0 0.600 0.600 0.600

34209.70

0213.00

0 3.300 3.300

35213.00

0213.90

0 0.900 0.900 0.900 0.900 Independent Engineering Services for Four Laning of Walayar - Vadakkancherry Section in Kerala (Km. 182+250 to Km. 240+000 of NH-47) – Package NS-2/BOT/KL-2 on DBFOT (Toll) Basis under NHDP Phase II

Page | 58



36213.90

0214.20

0 0.300 0.300 0.300

37214.20

0214.50

0 0.300 0.300

38214.50

0214.80

0 0.300 0.300 0.300 0.300

39214.80

0215.10

0 0.300 0.300

40215.10

0215.60

0 0.500 0.500 0.500 0.500

41215.60

0216.50

0 0.900 0.900

42216.50

0216.90

0 0.400 0.400 0.400

43216.90

0218.00

0 1.100 1.100

44218.00

0218.60

0 0.600 0.600 0.600 0.600

45218.60

0218.90

0 0.300 0.300

46218.90

0219.10

0 0.200 0.200 0.200

47219.10

0219.40

0 0.300 0.300 0.300 0.300

48219.40

0219.70

0 0.300 0.300 0.300

49219.70

0219.90

0 0.200 0.200

50219.90

0220.00

0 0.100 0.100 0.100

51220.00

0220.40

0 0.400 0.400 0.400 0.400

52220.40

0220.70

0 0.300 0.300

53220.70

0221.60

0 0.900 0.900 0.900 0.900

54221.60

0222.90

0 1.300 1.300 55 222.90 223.20 0.300 0.300 0.300


Page | 59



0 0

56223.20

0223.80

0 0.600 0.600

57223.80

0224.10

0 0.300 0.300 0.300

58224.10

0224.60

0 0.500 0.500 0.500 0.500

59224.60

0226.00

0 1.400 1.400 1.400

60226.00

0226.40

0 0.400 0.400 0.400 0.400

61226.40

0226.70

0 0.300 0.300 0.300

62226.70

0229.90

0 3.200 3.200 3.200 3.200 3.200 3.200 3.200 3.200

63229.90

0230.00

0 0.100 0.100 0.100 0.100

64230.00

0230.10

0 0.100 0.100 0.100 0.100 0.100

65230.10

0230.30

0 0.200 0.200

66230.30

0230.40

0 0.100 0.100 0.100 0.100

67230.40

0231.10

0 0.700 0.700 0.700 0.700 0.700 0.700 0.700 0.700

68231.10

0231.70

0 0.600 0.600

69231.70

0231.80

0 0.100 0.100 0.100

70231.80

0231.90

0 0.100 0.100 0.100 0.100

71231.90

0232.10

0 0.200 0.200

72232.10

0232.40

0 0.300 0.300 0.300 0.300

73232.40

0233.00

0 0.600 0.600

74233.00

0233.70

0 0.700 0.700 0.700 0.700 Independent Engineering Services for Four Laning of Walayar - Vadakkancherry Section in Kerala (Km. 182+250 to Km. 240+000 of NH-47) – Package NS-2/BOT/KL-2 on DBFOT (Toll) Basis under NHDP Phase II

Page | 60



75233.70

0234.00

0 0.300 0.300

76234.00

0234.20

0 0.200 0.200 0.200

77234.20

0234.80

0 0.600 0.600

78234.80

0235.00

0 0.200 0.200 0.200

79235.00

0235.40

0 0.400 0.400 0.400 0.400

80235.40

0235.80

0 0.400 0.400 0.400

81235.80

0236.13

5 0.335 0.335

Total:53.88

531.60

021.90

014.20

010.10

0 8.300 8.300


Page | 61



9.STATUS OF RHS MAIN CARRIAGEWAY. RHS – MCW

Sl No.

ChainageLengt

h

Progress Status

From To C & G EMB Top

SG TOP

GSB Top

WMM Top

Prime/TackCo

atDMB BC

1 182.250

182.300 0.050 0.050

2 182.300

182.400 0.100 0.100 0.100 0.100

3 182.400

182.900 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500

4 182.900

184.100 1.200 1.200 1.200 1.200 1.200 1.200

5 184.100

184.700 0.600 0.600 0.600

6 184.700

186.700 2.000 2.000 2.000 2.000 2.000

7 186.700

187.000 0.300 0.300 0.300 0.300

8 187.000

187.700 0.700 0.700

9 187.700

187.800 0.100 0.100 0.100 0.100

10 187.800

187.900 0.100 0.100 0.100 0.100 0.100 0.100

11 187.900

189.100 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200

12 189.100

189.500 0.400 0.400 0.400 0.400


Page | 62



13 189.500

189.600 0.100 0.100 0.100 0.100 0.100

14 189.600

191.200 1.600 1.600 1.600 1.600 1.600 1.600 1.600 1.600

15 191.200

192.400 1.200 1.200 1.200 1.200 1.200

16 192.400

197.400 5.000 5.000 5.000

17 197.400

198.000 0.600 0.600

18 198.000

198.600 0.600 0.600 0.600

19 198.600

199.400 0.800 0.800

20 199.400

200.400 1.000 1.000 1.000 1.000

21 200.400

201.000 0.600 0.600 0.600 0.600 0.600 0.600

22 201.000

203.700 2.700 2.700

23 203.700

204.200 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500

24 204.200

204.300 0.100 0.100 0.100 0.100

25 204.300

207.000 2.700 2.700

26 207.000

207.600 0.600 0.600 0.600

27 207.600

209.300 1.700 1.700

28 209.300

210.200 0.900 0.900 0.900

29 210.200

211.300 1.100 1.100 1.100 1.100

30 211.300

212.700 1.400 1.400 1.400

31 212.700

213.200 0.500 0.500


Page | 63



32 213.200

213.300 0.100 0.100 0.100

33 213.300

213.900 0.600 0.600

34 213.900

214.000 0.100 0.100 0.100

35 214.000

214.200 0.200 0.200 0.200 0.200

36 214.200

214.400 0.200 0.200

37 214.400

214.500 0.100 0.100 0.100

38 214.500

214.800 0.300 0.300 0.300 0.300

39 214.800

215.000 0.200 0.200

40 215.000

215.300 0.300 0.300 0.300 0.300

41 215.300

216.000 0.700 0.700 0.700

42 216.000

216.600 0.600 0.600

43 216.600

217.200 0.600 0.600 0.600

44 217.200

218.300 1.100 1.100

45 218.300

218.500 0.200 0.200 0.200 0.200

46 218.500

221.300 2.800 2.800

47 221.300

221.900 0.600 0.600 0.600 0.600

48 221.900

222.000 0.100 0.100

49 222.000

222.300 0.300 0.300 0.300 0.300

50 222.300

222.700 0.400 0.400

51 222.70 223.00 0.300 0.300 0.300Independent Engineering Services for Four Laning of Walayar - Vadakkancherry Section in Kerala (Km. 182+250 to Km. 240+000 of NH-47) – Package NS-2/BOT/KL-2 on DBFOT (Toll) Basis under NHDP Phase II

Page | 64



0 052 223.00

0224.10

0 1.100 1.100

53 224.100

224.500 0.400 0.400 0.400 0.400 0.400

54 224.500

225.900 1.400 1.400

55 225.900

226.000 0.100 0.100 0.100

56 226.000

226.400 0.400 0.400 0.400 0.400 0.400 0.400 0.400 0.400

57 226.400

226.500 0.100 0.100 0.100 0.100 0.100

58 226.500

227.200 0.700 0.700

59 227.200

227.500 0.300 0.300 0.300 0.300 0.300

60 227.500

229.600 2.100 2.100 2.100 2.100 2.100 2.100 2.100 2.100

61 229.600

234.000 4.400 4.400

62 234.000

234.200 0.200 0.200 0.200

63 234.200

236.135 1.935 1.935

Total: 53.885

28.600

17.300

12.300 8.200 6.300 6.300


Page | 65



10 Highway Physical Progress Chart Km. 182+250 – Km. 188+000


BC # N /A #N /A # N /A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM # N /A #N /A # N /A 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Shoulder # N /A #N /A # N /A 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II # N /A #N /A # N /A 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I # N /A #N /A # N /A 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II # N /A #N /A # N /A 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0

GSB I # N /A #N /A # N /A 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0

SG Top # N /A #N /A # N /A 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 0 0

SG-2 # N /A #N /A # N /A 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 0 0

SG-1 # N /A #N /A # N /A 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 0 0

Embankment # N /A #N /A # N /A 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 0 0

Excavation # N /A #N /A # N /A 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 0 0

C&G # N /A #N /A # N /A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

182

183

184

185

186

187

188

C&G # N /A #N /A # N /A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Excavation # N /A #N /A # N /A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0

Embankment # N /A #N /A # N /A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0

SG-1 # N /A #N /A # N /A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0

SG-2 # N /A #N /A # N /A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0

SG Top # N /A #N /A # N /A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0

GSB I # N /A #N /A # N /A 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 0 0 0

GSB II # N /A #N /A # N /A 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 0 0 0

WMM I # N /A #N /A # N /A 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0

WMM II # N /A #N /A # N /A 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0

Shoulder # N /A #N /A # N /A 1 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0

DBM # N /A #N /A # N /A 1 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0

BC # N /A #N /A # N /A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Remark

LEFT SIDE

Chainage (KM)

RIGHT SIDE

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0

Shoulder 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

GSB II 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

GSB I 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

SG Top 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

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

SG-1 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Embankment 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Excavation 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

188

189

190

191

192

193

194

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Excavation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Embankment 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

SG-1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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

SG Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Shoulder 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

RIGHT SIDE

Remark

LEFT SIDE

Chainage (KM)



Km. 188+000 – Km. 194+000


Page | 67

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0

Shoulder 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

GSB II 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

GSB I 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

SG Top 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

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

SG-1 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Embankment 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Excavation 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

188

189

190

191

192

193

194

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Excavation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Embankment 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

SG-1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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

SG Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Shoulder 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

RIGHT SIDE

Remark

LEFT SIDE

Chainage (KM)



Km. 194+000 – Km. 200+000


Page | 68

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Shoulder 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG Top 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 1 1 1 1 1 1

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

SG-1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 1 1 1 1 1 1

Embankment 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0

Excavation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

194

195

196

197

198

199

200

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Excavation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 0 0 0 0 0 0 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0

Embankment 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 0 0 0 0 0 0 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0

SG-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0

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

SG Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Shoulder 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Remark

LEFT SIDE

Chainage (KM)

RIGHT SIDE



Km. 200+000 – Km. 206+000


Page | 69

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Shoulder 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG Top 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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

SG-1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Embankment 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 0 0 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0

Excavation 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 0 0 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

200

201

202

203

204

205

206

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Excavation 1 1 1 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Embankment 1 1 1 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG-1 1 1 1 1 1 1 1 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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

SG Top 1 1 1 1 1 1 1 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Shoulder 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

LEFT SIDE

Chainage (KM)

RIGHT SIDE

Remark



Km. 206.000 – Km. 212.000


Page | 70

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Shoulder 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG-2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Embankment 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Excavation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

206

207

208

209

210

211

212

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Excavation 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Embankment 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

SG-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1

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

SG Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Shoulder 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Chainage (KM)

RIGHT SIDE

Remark

LEFT SIDE



Km. 212.000 – Km. 218.000


Page | 71

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Shoulder 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG Top 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 0 0 0 1 1 1 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0

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

SG-1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 0 0 0 1 1 1 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0

Embankment 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 0 0 1 1 1 0 0 0 0 0 1 1 1 1 1 1 1 1 1 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 0

Excavation 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 0 0 1 1 1 0 0 0 0 0 1 1 1 1 1 1 1 1 1 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 0

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

212

213

214

215

216

217

218

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Excavation 0 0 0 0 0 0 0 1 1 1 1 1 0 1 1 1 1 1 1 0 0 0 1 1 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1

Embankment 0 0 0 0 0 0 0 1 1 1 1 1 0 1 1 1 1 1 1 0 0 0 1 1 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1

SG-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 1 1 1 0 0 0 1 1 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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

SG Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 1 1 1 0 0 0 1 1 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Shoulder 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

LEFT SIDE

Chainage (KM)

RIGHT SIDE

Remark



Km. 218.000 – Km. 224.000


Page | 72

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Shoulder 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

SG Top 0 0 0 0 0 0 1 1 1 1 1 0 0 0 1 1 1 1 1 1 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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

SG-1 0 0 0 0 0 0 1 1 1 1 1 0 0 0 1 1 1 1 1 1 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Embankment 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 1 1 1 1 1 1 0 0 0

Excavation 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 1 1 1 1 1 1 0 0 0

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

218

219

220

221

222

223

224

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Excavation 1 1 1 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 1 0 0 0 1 1 1 1 0 0 0 1 1 1 1 1 1 1 1 1 1 1

Embankment 1 1 1 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 1 0 0 0 1 1 1 1 0 0 0 1 1 1 1 1 1 1 1 1 1 1

SG-1 1 1 1 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 1 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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

SG Top 1 1 1 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 1 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Shoulder 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

LEFT SIDE

Chainage (KM)

RIGHT SIDE

Remark



Km. 224.000 – Km. 230.000


Page | 73

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

DBM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1

Shoulder 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0

SG Top 1 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

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

SG-1 1 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Embankment 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Excavation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

224

225

226

227

228

229

230

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Excavation 1 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1

Embankment 1 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1

SG-1 1 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1

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

SG Top 1 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1

GSB I 1 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1

GSB II 1 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1

Shoulder 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1

DBM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Remark

LEFT SIDE

Chainage (KM)

RIGHT SIDE



Km. 230+000 – Km. 236+135


Page | 74

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A # N /A # N /A # N /A # N /A

DBM 1 1 1 1 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A # N /A # N /A # N /A # N /A

Shoulder 1 1 1 1 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A # N /A # N /A # N /A # N /A

WMM II 1 1 1 1 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A # N /A # N /A # N /A # N /A

WMM I 1 1 1 1 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A # N /A # N /A # N /A # N /A

GSB II 0 1 1 1 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A # N /A # N /A # N /A # N /A

GSB I 0 1 1 1 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A # N /A # N /A # N /A # N /A

SG Top 0 1 1 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 1 1 0 0 0 1 1 1 1 1 1 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 1 1 1 1 # N /A # N /A # N /A # N /A # N /A # N /A

SG-2 0 1 1 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 1 1 0 0 0 1 1 1 1 1 1 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 1 1 1 1 # N /A # N /A # N /A # N /A # N /A # N /A

SG-1 0 1 1 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 0 1 1 0 0 0 1 1 1 1 1 1 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 1 1 1 1 # N /A # N /A # N /A # N /A # N /A # N /A

Embankment 0 1 1 0 0 0 0 0 0 0 0 1 1 1 1 1 1 0 0 1 1 0 0 0 1 1 1 1 1 1 0 0 0 0 0 0 0 1 1 1 0 0 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 # N /A # N /A # N /A # N /A # N /A # N /A

Excavation 0 1 1 0 0 0 0 0 0 0 0 1 1 1 1 1 1 0 0 1 1 0 0 0 1 1 1 1 1 1 0 0 0 0 0 0 0 1 1 1 0 0 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 # N /A # N /A # N /A # N /A # N /A # N /A

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 # N /A # N /A # N /A # N /A # N /A # N /A

230

231

232

233

234

235

236

C&G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 # N /A # N /A

Excavation 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A

Embankment 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A

SG-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A

SG-2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A

SG Top 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A

GSB I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A

GSB II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A

WMM I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A

WMM II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A

Shoulder 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A

DBM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A

BC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 # N /A # N /A

RIGHT SIDE

Remark

LEFT SIDE

Chainage (KM)



11.Status of Pipe & Box Culverts, Minor Bridges, Underpasses, Major Bridges and Grade Separators a. Pipe Culverts


Page | 75

Remarks

As Per C.A As Per Site

0.1 0.1 0.1 0.1 190+440 NF 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 196+255 NF 1.0 x 1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 197+703 NF 1.0 x 1.0

0.1 0.1 0.1 0.1 0.1 0.1 0.1 202+605 NF 1.0 x 1.0 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 202+651 NF 1.0 x 1.0203+140 203+140 CA 1.0 x 1.0203+600 203+600 CA 1.0 x 1.0

0.1 0.1 0.1 0.1 0.1 0 0.1 0.1 0.1 204+000 204+000 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Converted from Box to Pipe Culvert204+100 204+100 CA 1.0 x 1.0 Converted from Box to Pipe Culvert204+200 204+192 CA 1.0 x 1.0 Converted from Box to Pipe Culvert

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 204+320 204+311 CA 1.0 x 1.0 Converted from Box Re-construction to Pipe Culvert

205+320 205+317 CA 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 205+480 205+485 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Existing Pipe

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 205+580 206+047 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Converted from Box to Pipe Culvert0.1 0.1 0.1 0.1 206+264 NF 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 206+432 NF 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 206+060 206+645 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

208+592 208+588 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

208+600 NF 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

208+700 NF 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

208+996 NF 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

209+376 209+373 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 209+534 NF 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

L H S R H S

Head Wall Levelling Course

Head

Wall

E Work Levelling Course

Barre

lHe

ad W

all

150m

mBa

rrel P

ortio

n 18

0mm

E WorkPip

e La

ying

1st L

iftBa

rrel P

ortio

n 18

0mm

Head

Wall

15

0mm

Barre

l

Misc

ellan

eous

Item

s

Enca

seme

nt

Crad

le C

oncr

ete

Final

Lift

2nd

Lift

Head

WAL

LCA / NF As per ProposalChainage

Enca

seme

nt

Misc

ellan

eous

Item

s

Head Wall

1st L

ift

Pipe

Layin

g

2nd

Lift

Final

Lift

Crad

le C

oncr

ete

Remarks


L H S R H S


Head

Wall


Barre

lHe

ad W

all

150m

mBa

rrel P

ortio

n 18

0mm

E Work

Pipe

Layin

g

1st L

iftBa

rrel P

ortio

n 18

0mm

Head

Wall

15

0mm

Barre

l

Misc

ellan

eous

Item

s

Enca

seme

nt

Crad

le C

oncr

ete

Final

Lift

2nd

Lift

Head

WAL


Enca

seme

nt

Misc

ellan

eous

Item

sHead Wall

1st L

ift

Pipe

Layin

g

2nd

Lift

Final

Lift

Crad

le C

oncr

ete

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 209+626 209+626 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

209+776 209+774 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

209+862 209+864 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

210+017 210+013 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

210+251 210+248 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

210+676 210+676 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

210+680 210+764 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

211+160 NF 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

211+306 211+303 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

211+497 211+495 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

211+710 NF 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

211+822 211+817 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

211+957 211+953 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

212+184 212+181 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

212+332 212+328 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 212+490 212+487 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 212+726 212+722 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

213+185 NF 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 213+354 NF 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1




Page | 76

Remarks


L H S R H S


Head

Wall


Barre

lHe

ad W

all

150m

mBa

rrel P

ortio

n 18

0mm

E Work

Pipe

Layin

g

1st L

iftBa

rrel P

ortio

n 18

0mm

Head

Wall

15

0mm

Barre

l

Misc

ellan

eous

Item

s

Enca

seme

nt

Crad

le C

oncr

ete

Final

Lift

2nd

Lift

Head

WAL


Enca

seme

nt

Misc

ellan

eous

Item

sHead Wall

1st L

ift

Pipe

Layin

g

2nd

Lift

Final

Lift

Crad

le C

oncr

ete

214+640 214+743 CA 1.0 x 1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 216+357 216+351 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Converted from Box to Pipe Culvert

217+200 217+233 CA 1.0 x 1.0 Converted from Box to Pipe Culvert0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 222+512 222+506 CA 1.0 x 1.0 Converted from Box to Pipe Culvert0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 222+665 222+658 CA 1.0 x 3.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Converted from Box to Pipe Culvert

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 222+872 222+864 CA 2.5 x 2.5 0.1 0.1 0.1 0.1 0.1 Converted from Box to Pipe Culvert0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 223+003 NF 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Converted from Box to Pipe Culvert

223+370 223+363 CA 1.50 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Converted from Box to Pipe Culvert0.1 0.1 0.1 0.1 0.1 223+985 NF 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 225+257 225+251 CA 1.5 x 1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Converted from Box to Pipe Culvert0.1 0.1 0.1 0.1 225+376 NF 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Converted from Box to Pipe Culvert0.1 0.1 0.1 0.1 225+582 225+574 CA 1.0 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Converted from Box to Pipe Culvert

225+838 225+830 CA 1.5 x 1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Converted from Box to Pipe Culvert234+400 234+365 CA 1.0 x 1.5 Converted from Box to Pipe Culvert234+950 234+929 CA 2.0 x 1.5 Converted from Box to Pipe Culvert

Existing 51Total No. of HPC:




Page | 77

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 193+620 193+624 CA 1.0X1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 193+902 193+868 CA 1.0X1.50 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 194+080 193+907 CA 1.0x1.50 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 194+668 NF 1.0x1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 194+764 194+767 CA 1.0x1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 195+031 194+990 CA 1.0X1.50 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 195+094 195+035 CA 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 195+420 195+096 CA 1.0x1.20 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 196+040 195+505 CA 1.0X1.50 Re-construction

195+602 NF 1.5x1.50.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 195+920 NF 1.0x1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 196+980 196+860 CA 1.0x1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 197+040 196+952 CA 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 198+492 198+498 CA 1.0x1.0 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 199+580 199+585 CA 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Re-construction

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 199+680 199+683 CA 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 200+111 199+937 CA 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

200+328 NF 1.0x1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 200+420 200+429 CA 1.0x1.0

202+170 202+175 CA 2.0x2.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 202+480 202+492 CA 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

204+820 204+823 CA 4.0x4.80

Remarks

L H S Box Portion BOX R H S Box Portion

Para

pet

Slab

2nd L

ift A

2

2nd L

ift A

1

1st L

ift A

2

Leve

lling C

ourse

CA / NFAs Per CA As per Site

Leve

lling C

ourse

Exca

vatio

n

Exca

vatio

n

1st L

ift A

1

Para

pet

1st L

ift A

1

1st L

ift A

2

2nd L

ift A

1

2nd L

ift A

2

Slab No. of

Span Raft

Haun

ch A

1

Haun

ch A

2

Haun

ch A

2

Haun

ch A

1

Raft

Chainage



b. Box Culverts


Page | 78

Remarks

182+338 182+693 CA 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1182+900 182+897 CA 4.0x3.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1183+052 183+050 CA 3.0x2.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 184+392 183+662 CA 1.0x1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 183+972 NF 1.0x1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 184+000 184+391 CA 1.0X1.50 Re-construction0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 184+728 NF 1.5x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 184+974 184+934 CA 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 185+134 NF 1.0x1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 186+180 186+097 CA 2.0X1.500.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 187+200 187+241 CA 1.0X1.20 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 187+700 187+772 CA 1.5X1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 188+100 187+974 CA 1.0X1.50 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 189+400 188+370 CA 1.0X1.50 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Re-construction

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 189+520 189+315 CA 1.0X1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1190+640 190+653 CA 2.0X2.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1190+920 190+823 CA 1.0X1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Re-construction

0.1 0.1 0.1 0.1 0.1 191+100 191+154 CA 1.0X1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Re-construction0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 191+460 NF 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 191+547 191+551 CA 1.0X1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 191+713 NF 1.0x1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 192+349 192+352 CA 1.0X1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 192+490 192+493 CA 1.0X1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 192+940 192+982 CA 2.0X2.0 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 193+240 193+322 CA 1.0X1.0 Re-construction0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 193+421 193+422 CA 1.0X1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1


Para

pet

Slab

2nd L

ift A

2

2nd L

ift A

1

1st L

ift A

2

Leve

lling C

ourse


Leve

lling C

ourse

Exca

vatio

n

Exca

vatio

n

1st L

ift A

1

Para

pet

1st L

ift A

1

1st L

ift A

2

2nd L

ift A

1

2nd L

ift A

2

Slab No. of

Span Raft

Haun

ch A

1

Haun

ch A

2

Haun

ch A

2

Haun

ch A

1

Raft

Chainage

Remarks


Para

pet

Slab

2nd L

ift A

2

2nd L

ift A

1

1st L

ift A

2

Leve

lling C

ourse


Leve

lling C

ourse

Exca

vatio

n

Exca

vatio

n

1st L

ift A

1

Para

pet

1st L

ift A

1

1st L

ift A

2

2nd L

ift A

1

2nd L

ift A

2

Slab No. of

Span Raft

Haun

ch A

1

Haun

ch A

2

Haun

ch A

2

Haun

ch A

1

Raft

Chainage

205+020 205+015 CA 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1205+960 206+518 CA 1.0x1.0 0.1 0.1206+160 206+788 CA 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1206+320 206+928 CA 1.0x1.0 0.1 0.1 0.1 0.1 0.1206+346 207+207 CA 1.0x1.0206+980 207+286 CA 1.0x1.0

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 207+448 NF 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 207+739 207+665 CA 1x1.20 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 207+708 207+704 CA 3x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 208+144 208+141 CA 1.0x1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 208+259 NF 1.0x1.0

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 208+442 208+440 CA 5.0x2.75 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1210+531 210+528 CA 1.0x1.00 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

211+004 NF 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 213+886 213+883 CA 1.5x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 214+459 214+455 CA 1.5x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 214+570 214+566 CA 1.0x2.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 215+010 215+007 CA 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 215+179 215+175 CA 2.5x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 215+286 215+282 CA 2.5x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 215+987 215+645 CA 1.0x1.0 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 215+647 215+985 CA 2.5x2.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 216+520 216+512 CA 3.0x2.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Converted from Box Widening to Re-construction




Page | 79

Remarks

1st L

ift A

1

Para

pet

1st L

ift A

1

1st L

ift A

2

2nd L

ift A

1

2nd L

ift A

2

Slab No. of

Span Raft

Haun

ch A

1

Haun

ch A

2

Haun

ch A

2

Haun

ch A

1

Raft

Chainage

As Per CA As per Site

Leve

lling C

ourse

Exca

vatio

n

Exca

vatio

n


Para

pet

Slab

2nd L

ift A

2

2nd L

ift A

1

1st L

ift A

2

Leve

lling C

ourse

CA / NF

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 217+018 217+011 CA 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 217+160 217+155 CA 4.0x2.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 217+642 217+634 CA 2.0x2.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Converted from Box Widening to Re-construction

0.1 0.1 0.1 0.1 0.1 0.1 0.1 217+711 217+704 CA 6.6x2.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Converted from Box Widening to Re-construction

218+002 217+993 CA 1.0x1.0 0.1 0.1 0.1 0.1 0.1 Re-construction0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 218+293 218+286 CA 2.5x2.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 218+586 218+579 CA 1.5x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1218+911 218+904 CA 1.0x1.50219+087 218+965 CA 1.0x1.0

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 219+260 219+079 CA 2.0x2.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 219+427 219+420 CA 2.0x2.0

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 219+651 219+643 CA 1.0x2.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 220+235 NF 1.5x3.0

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 220+589 220+581 CA 1.0x1.0 Re-construction0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 220+732 220+724 CA 1.0x1.50 Re-construction0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 221+000 221+063 CA 2.0x2.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 221+260 221+251 CA 1.0x1.50 Re-construction0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 221+365 221+357 CA 1.50x1.50 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 221+600 221+592 CA 2.0X1.50 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1222+274 222+267 CA 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Re-Construction

222+872 222+864 CA 2.5x2.5 Converted from Box Widening to Re-construction

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 223+630 223+621 CA 4.0x2.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Converted from Box Widening to Re-construction




Page | 80

Remarks

1st L

ift A

1

Para

pet

1st L

ift A

1

1st L

ift A

2

2nd L

ift A

1

2nd L

ift A

2

Slab No. of

Span Raft

Haun

ch A

1

Haun

ch A

2

Haun

ch A

2

Haun

ch A

1

Raft

Chainage


Leve

lling C

ourse

Exca

vatio

n

Exca

vatio

n


Para

pet

Slab

2nd L

ift A

2

2nd L

ift A

1

1st L

ift A

2

Leve

lling C

ourse

CA / NF

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 224+039 NF 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 224+409 224+407 CA 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 224+697 224+690 CA 1.0x2.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 224+800 225+061 CA 1.5x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

225+737 225+720 CA 4.5x2.5 0.1 0.1 Converted from Box Widening to Re-construction

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 226+015 226+008 CA 2.0x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 226+352 226+347 CA 1.0x1.50 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Re-Construction

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 226+434 226+438 CA 2.0x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 227+174 NF 5.0x2.5

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 227+280 NF 3.1x1.50.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 227+530 227+560 CA 1.5x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 227+678 NF 2.0x2.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 227+780 227+773 CA 2.0x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 228+021 228+014 CA 2.0x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 228+270 228+263 CA 2.5x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 228+400 228+389 CA 1.5x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 228+620 228+612 CA 1.0x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 228+660 228+650 CA 1.5x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 228+775 228+769 CA 1.5x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 229+150 229+141 CA 1.0x2.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 229+244 229+236 CA 1x1.50 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

229+572 229+563 CA 2.5x2.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 229+607 NF 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 230+057 229+974 CA 1.0x1.50.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 229+983 230+048 CA 2.0x3.0




Page | 81

Remarks

1st L

ift A

1

Para

pet

1st L

ift A

1

1st L

ift A

2

2nd L

ift A

1

2nd L

ift A

2

Slab No. of

Span Raft

Haun

ch A

1

Haun

ch A

2

Haun

ch A

2

Haun

ch A

1

Raft

Chainage


Leve

lling C

ourse

Exca

vatio

n

Exca

vatio

n


Para

pet

Slab

2nd L

ift A

2

2nd L

ift A

1

1st L

ift A

2

Leve

lling C

ourse

CA / NF

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 230+508 NF 1.5x1.50.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 230+628 NF 1.0x1.50.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 230+740 230+730 CA 1.0x1.0 Re-Construction0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 230+949 NF 1.5x1.50.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 231+353 NF 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 231+751 NF 1.5x1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 231+903 231+900 CA 1.0x1.500.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 231+985 231+980 CA 3.0x1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 232+172 NF 1.0x1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 232+346 232+339 CA 1.0x2.0

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 232+425 232+417 CA 2.5x3.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 232+497 232+488 CA 1.5x2.0

232+666 232+657 CA 1.0x1.0233+093 NF 2.0x1.0233+212 NF 3.0x1.50233+398 NF 1.5x1.5

233+804 233+792 CA 1.5x1.0235+410 235+474 CA 1.0x1.0235+590 235+585 CA 1.0x1.0235+633 235+795 CA 1.0x1.50

Existing 142Total No Of Box Culverts :




Page | 82



C. Minor Bridges


Page | 83

MCW MCW MCW SCV SWC MCW MCW MCW MCW SCW SCW MCW MCW MCW MCW SCW SCW MCW SCW

RHS RHS LHS LHS RHS LHS RHS RHS RHS LHS RHS RHS LHS RHS LHS LHS RHS LHS RHS

Excavation 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Levellling Course 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Raft 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

1st Lift 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

2nd Lift 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

3rd Lift 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Final Lift 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Abutment Cap 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Dirt Wall 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Excavation 0.1 -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1 0.1 0.1

Levellling Course 0.1 -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1 0.1 0.1

Raft 0.1 -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1 0.1 0.1

1st Lift 0.1 -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1 0.1 0.1

2nd Lift 0.1 -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1 0.1 0.1

3rd Lift -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1 0.1 0.1

Final Lift -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1 0.1 0.1

Pier Cap -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1 0.1 0.1

Excavation 0.1 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 0.1 0.1 0.1

Levellling Course 0.1 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 0.1 0.1 0.1

Raft 0.1 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 0.1 0.1 0.1

1st Lift 0.1 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 0.1 0.1 0.1

2nd Lift 0.1 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 0.1 0.1 0.1

3rd Lift 0.1 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 0.1 0.1 0.1

Final Lift 0.1 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 0.1 0.1 0.1

Pier Cap 0.1 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 0.1 0.1

Excavation 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Levellling Course 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Raft 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

1st Lift 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

2nd Lift 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

3rd Lift 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Final Lift 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Abutment Cap 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Dirt Wall 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Slab A1 To P1 -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1 0.1

Slab A1 To A2 0.1 0.1 0.1 0.1 0.1 -------- 0.1 0.1 0.1 -------- --------

Slab P1 To P2 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 0.1

Slab P1 To A2 -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1 --------

Slab P2 To A2 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- --------

Total No. of Minor Bridges: 12

A1

P1

224+895 (MNB) 235+180 (MNB)204+680(MNB)

209+950 (MNB) 213+160 (MNB) 214+272

(MNB)219+562 (MNB)

P2

A2

222+156 (MNB)

Stage of works

190+970 (MNB) 194+470 (MNB)182+237

(MNB)201+295 (MNB)



d.Underpasses


Page | 84

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

Excavation 0.1 0.1 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1Levelling Course 0.1 0.1 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1Raft 0.1 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.11st Lift 0.1 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.12nd Lift 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.13rd Lift 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1Abutment Cap 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1Dirt Wall -Excavation 0.1 0.1 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1Levelling Course 0.1 0.1 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1Raft 0.1 0.1 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.11st Lift 0.1 0.1 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.12nd Lift 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.13rd Lift 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1Abutment Cap 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1Dirt Wall -Slab 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1

7 4TOTAL NO OF PUP'STOTAL NO OF VUP'S

A2

225+507(VUP)

206+315 (VUP)

202+750(VUP)

Stage of works

197+727 (VUP)

209+076 (VUP)

217+500 (VUP)

235+000 (VUP)

187+350 (PUP)

216+337 (PUP)

222+622 (PUP)

A1

223+530 (PUP)



e. Major Bridges


Page | 85

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

4th

Lift

5th

Lift

Fina

l Lift

Abut

men

t Cap

Dirt

Wal

l

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

4th

Lift

5th

Lift

Fina

l Lift

Pier

Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

4th

Lift

5th

Lift

Fina

l Lift

Pier

Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

4th

Lift

5th

Lift

Fina

l Lift

Pier

Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

4th

Lift

5th

Lift

Fina

l Lift

Abut

men

t Cap

Dirt

Wal

l

Slab

A1 T

o P1

Slab

P1 T

o P2

Slab

P2 T

o P3

Slab

P3 T

o A2

MCW LHS 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

4th

Lift

5th

Lift

Fina

l Lift

Abut

men

t Cap

Dirt

Wal

l

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

4th

Lift

5th

Lift

Fina

l Lift

Pier

Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

4th

Lift

5th

Lift

Fina

l Lift

Pier

Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

4th

Lift

5th

Lift

Fina

l Lift

Pier

Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

4th

Lift

5th

Lift

Fina

l Lift

Pier

Cap

207+

900

(MJB

)

MCW LHS 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

4th

Lift

5th

Lift

Fina

l Lift

Pier

Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

4th

Lift

5th

Lift

Fina

l Lift

Pier

Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

4th

Lift

5th

Lift

Fina

l Lift

Pier

Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

4th

Lift

5th

Lift

Fina

l Lift

Abut

men

t Cap

Dirt

Wal

l

Slab

A1 t

o P1

Slab

P1 t

o P2

Slab

P2 t

o P3

Slab

P3 t

o P4

Slab

P4 t

o P5

Slab

P5 t

o P6

Slab

P6 t

o P7

Slab

P7 t

o A2

207+

900

(MJB

)

MCW LHS 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0

Stage of works

P5

P3

Stage of works

198+

870

(MJB

)

P7

Stage of works

A2A1 P1 P2

P1 P2 P3 P4

A2P6

A1



f. Grade Separator


Page | 86

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

Fina

l Lift

Abut

men

t Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

Fina

l Lift

Pier

Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

Fina

l Lift

Pier

Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

Fina

l Lift

Pier

Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

Fina

l Lift

Pier

Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

Fina

l Lift

Pier

Cap

LHS 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

RHS 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

Fina

l Lift

Pier

Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

Fina

l Lift

Pier

Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

Fina

l Lift

Pier

Cap

Pile

Leve

lllin

g Co

urse

Pile

Cap

1st L

ift

2nd

Lift

3rd

Lift

Fina

l Lift

Pier

Cap

Pile

Leve

lllin

g Co

urse

Pile

Cap

1st L

ift

2nd

Lift

3rd

Lift

Fina

l Lift

Pier

Cap

Pile

Leve

lllin

g Co

urse

Pile

Cap

1st L

ift

2nd

Lift

3rd

Lift

Fina

l Lift

Pier

Cap

LHS 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

RHS 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

Fina

l Lift

Pier

Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

Fina

l Lift

Pier

Cap

Exca

vatio

n

Leve

lllin

g Co

urse

Raft

1st L

ift

2nd

Lift

3rd

Lift

Fina

l Lift

Pier

Cap

Pile

Leve

lllin

g Co

urse

Pile

Cap

1st L

ift

2nd

Lift

3rd

Lift

Fina

l Lift

Abut

men

t Cap

Slab

A1 t

o P1

Slab

P1 t

o P2

Slab

P2 t

o P3

Slab

P3 t

o P4

Slab

P4 t

o P5

Slab

P5 t

o P6

Slab

P6 t

o P7

Slab

P7 t

o P8

Slab

P8 t

o P9

Slab

P9 t

o P1

0

Slab

P10

to P

11

Slab

P11

to P

12

Slab

P12

to P

13

Slab

P13

to P

14

Slab

P14

to A

2

LHS 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

RHS 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

A1 P1 P2 P3

Stage of works

203+

930

(Gra

de S

eper

ator

)

P5

P11

0.1 0.1 0.1

P6 P7

P4

Stage of works

203+

930

(Gra

de S

eper

ator

)

0.1

0.1

0.1 0.1

Stage of works

203+

930

(Gra

de S

eper

ator

)

0.1 0.1 0.1

P12 P13 P14 A2

0.1 0.1 0.1 0.1

0.1 0.1

0.1 0.10.1 0.1

0.10.10.10.1

0.1

0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.10.1 0.1 0.1

0.10.1 0.10.1

0.1

0.1

0.1 0.1

P9 P10

0.1 0.1 0.10.1

0.10.10.1

0.1

0.1 0.1 0.1

0.1

0.1 0.1

0.1

P8

0.1

0.1

0.10.1

0.1 0.1

0.1



12. Progress Vs Achievement against Scope of Work


Page | 87

C&G in Km

EMB TOP in Km SG in Km GSB in

KmWMM In

Km

DBM 1st Layer in

Km

DBM 2nd Layer in

KmBC Pipe

CulvertsBox

Culverts PUP VUP Minor Bridges

Major Bridges Piles Girders Planks

RE Wall BlocksCasting

RE Wall Blocks

Erection

107.77 107.77 107.77 107.77 107.77 107.77 107.77 107.77 51 142 4 7 12 2 40 227 200 660000 60000

107.77 60.200 39.200 26.500 18.300 14.600 14.600 0.000 36 105 2.5 2.5 9 2 40 181 200 259975 4698

0.00 5.250 9.55 11.800 10.400 12.100 12.100 0.000 3 5 1 1 0 0 0 3 13 35546 2472

100% 56% 36% 25% 17% 14% 14% 0% 71% 74% 63% 36% 75% 100% 100% 80% 100% 39% 8%

SUMMARY

During the Month

% of Work done

Scope

Achievement



13.“S” CURVE


Page | 88

650

78.00 79.00 80.00 81.00 82.00 83.00 84.00 85.00 86.00 87.00 88.00 89.00 90.00 91.00 92.00 93.00 94.00 95.00 96.00 97.00 98.00 99.00 100.00 101.00 102.00 103.00 104.00 105.00 106.00 107.00 108.00

Month

May-

13

Jun-

13

Jul-1

3

Aug-

13

Sep-

13

Oct-1

3

Nov-

13

Dec-

13

Jan-

14

Feb-

14

Mar-1

4

Apr-1

4

May-

14

Jun-

14

Jul-1

4

Aug-

14

Sep-

14

Oct-1

4

Nov-

14

Dec-

14

Jan-

15

Feb-

15

Mar-1

5

Apr-1

5

May-

15

Jun-

15

Jul-1

5

Aug-

15

Sep-

15

Oct-1

5

Nov-

15

Planned Amount in lac 822

985

1025

1091

1177

1759

2630

2473

2625

3349

3827

4615

5290

2361

2539

2390

4773

3655

2717

3182

3432

3744

4082

3521

2751

1160

1261

1240

2196

1672

705

Achived Amount in lac 2616

2212

4159

1447

1109

1959

2814

3248

4405

Cumulative Amount in lac (Planned) 82

2

1807

2832

3923

5101

6859

9489

1196

2

1458

7

1793

6

2176

4

2637

9

3166

9

3402

9

3656

9

3895

9

4373

2

4738

7

5010

4

5328

6

5671

8

6046

2

6454

4

6806

5

7081

6

7197

7

7323

8

7447

8

7667

4

7834

5

7905

0

Cum Amount in lac (Achived) 26

16

4827

8986

1043

3

1154

2

1350

1

1631

5

1956

2

2396

7

% of progress (Planned) 1.04

1.25

1.30

1.38

1.49

2.22

3.33

3.13

3.32

4.24

4.84

5.84

6.69

2.99

3.21

3.02

6.04

4.62

3.44

4.03

4.34

4.74

5.16

4.45

3.48

1.47

1.60

1.57

2.78

2.11

0.89

% of progress (Achved)

3.

31

2.

80

5.

26

1.

83

1.

40

2.

48

3.

56

4.

11

5.

57

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

Cumulative at the end of the month %

(Planned) 1.04

2.29

3.58

4.96

6.45

8.68

12.0

0

15.1

3

18.4

5

22.6

9

27.5

3

33.3

7

40.0

6

43.0

5

46.2

6

49.2

8

55.3

2

59.9

5

63.3

8

67.4

1

71.7

5

76.4

9

81.6

5

86.1

0

89.5

8

91.0

5

92.6

5

94.2

2

96.9

9

99.1

1

100.

00

Cumulative at the end of the month %

(Achived) 3.31

6.11

11.3

7

13.2

0

14.6

0

17.0

8

20.6

4

24.7

5

30.3

2

EPC : K N R Constructions Ltd. CONTRACT AMOUNT IN Lac Rs: 79050.00

Mile Stone -1 ( 180 Days) 10% (Fn) : 13/Nov/2013 Mile Stone-2 (400 Days) 35%(Fn) : 21/Jun/2014 Mile Stone-3 (650 Days) 70% (Fn) : 26/Feb/2015 Mile Stone-4 (910 Days) 100% Length : 14/Nov/2015

TARGET / COMPLETION DATE 13-Nov-2015

AGREEMENT DATE 17-Sep-2013 Four Laning of Walayar - Vadakancherry Section in Kerala Km. 182.250 (Design Chainage Km. 182.250) to Km. 240.000 (Design Chainage Km. 236.135) of NH-47 –Package NS-2/BOT/KL-2 on DBFOT (Toll) Basis under NHDP Phase II CONCESSION PERIOD 20 Yrs

COMMENCEMENT DATE 18-May-2013 Concessionare : KNR Walayar Tollways Private Limited. CONSTRUCTION PERIOD 910 Days

3.31 6.

11 11.3

7

13.2

0

14.6

0

17.0

8

20.6

4

24.7

5

30.3

2

1.04 2.29 3.58 4.96 6.45 8.68 12

.00

15.1

3

18.4

5

22.6

9

27.5

3 33.3

7 40.0

6

43.0

5

46.2

6

49.2

8 55.3

2

59.9

5

63.3

8

67.4

1

71.7

5

76.4

9 81.6

5

86.1

0

89.5

8

91.0

5

92.6

5

94.2

2

96.9

9

99.1

1

100.

00

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

110.00

May-

13

Jun-

13

Jul-1

3

Aug-1

3

Sep-

13

Oct-1

3

Nov-

13

Dec-

13

Jan-

14

Feb-

14

Mar-1

4

Apr-1

4

May-

14

Jun-

14

Jul-1

4

Aug-1

4

Sep-

14

Oct-1

4

Nov-

14

Dec-

14

Jan-

15

Feb-

15

Mar-1

5

Apr-1

5

May-

15

Jun-

15

Jul-1

5

Aug-1

5

Sep-

15

Oct-1

5

Nov-

15

Cumu

lative

wor

k %

Month Achived Planned

MS-2 (35%) 21/Jun/2014

MS-3 (70%) 26/Feb/15

MS-1 (10%) 13/Nov/13



14.CHANGE OF SCOPE

16.1Concessionaire’s proposal

Concessionaire while designing the project fairly assed the change of scope required for safe operation of Project Highway. Concessionaires vide their letter no.KWTPL/KL-2/NH-47/2014/306A Dt 11.01.2014 submitted the Change of Scope covering all engineering aspects of contract schedules and required as per site condition and proposed list of Change of scope required as under. Net Value of Change of Scope proposed is Rs.49.99 Cr decision is awaited. The Change of Scope proposal of Concessionaire is scrutinizing by IE and forwarded to NHAI PIU Palakkad. Awaiting for approval of Change Of Scope from the Authority.




15.Photographs on Site Activities

Sub Structure works completed @ Minor Bridge, Laying of Kerb @ Completed Minor Bridge, Km. 183.035 Km. 190.970

Launching of Girder in Progress at Flyover 203.900

Flyover Work in Progress @ Km. 203.900


Page | 90



Completed Four Laning Highway at Km. 183.500 Four Laning Highway is in Progress at Km. 185.800

Toll Plaza Admin and O&M Building in Progress Hand Railing Works in Progress at completed @ Km. 189.400 Yakara Major Bridge, Km. 207.900

Completed RCC Drain @ Km. 197.800 Construction of RE Wall in Progress @ CUP, Km. 187.350.


Page | 91




Page | 92

Documents

TABLE OF CONTENTS - Online PIU Information System ...nhai.org.in/spw/IEReport/IE MPR January Main Report 2014... · Web viewMr. Ashok Gupta Sr. Bridge Design Engineer 3 Mr. K. Chandrasekhar