TABLE OF CONTENTSnhai.org.in/spw/IEReport/Main Report 2013.docx · Web viewArtefact Projects Ltd Artefact Projects Ltd Independent Engineer MONTHLY PROGRESS REPORT DECEMBER 2013 Artefact

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 D E C E M B E R 2 0 1 3

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

1.6 SALIENT FEATURES OF THE PROJECTPROJECT 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)KNR House, 3rd& 4th Floor,Plot No. 114, Phase-I, Kavuri Hills,Jubilee Hills, Hyderabad – 500 033, Andhra Pradesh.

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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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

PROJECT FINANCIALS

Project 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 2.37


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Preliminary 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 500

PROJECT MILESTONES AS PER SCHEDULE - G OF CA 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%


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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 KmsRHS : 0.990 KmsBHS : 42.740 KmsTotal : 47.230 Kms

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’sCUP’s : 4 No’sTotal : 11Nos

xviii. Major Bridges : 2 No’s

xix. ROB : 1 No.

xx. Minor Bridges : 12 No’s

xxi. Culverts : Reconstruction : 17 No’sNew Construction/Widening : 165 No’s(28 NOS proposed

under COS)

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

xxiii. Bus Bays : LHS : 26 No’sRHS : 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 31stDecember-2013 : 24.75 %

1.7 GENERAL FEATURES OF THE PROJECT

i. Width of Paved Carriagewaya) 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)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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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 200Sub-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


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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 December 2013 : 227 days – 24.94%Construction Time Remaining at the end December 2013 : 683 days – 75.05%

Physical ProgressTill Last Month

(Up to November 2013) %

This Month(December

2013) %

To Date(End of December 2013)

%

Scheduled (%) -- -- --

Actual (%) -- -- --

Financial Progress Till Last Month This Month To Date

Scheduled (%) 12.00 3.13 15.13

Actual (%) 20.64 4.11 24.75

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

2.2 REVIEW OF DESIGNS & DRAWINGS


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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 No No No No

Not Submitted 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 YES12.235+180 NO 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 YES


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2. 202+750 NO NO NO3. 205+850 NO NO NO4. 209+076 YES YES YES5. 217+310 YES YES YES6. 225+507 YES NO NO7.235+400 NO 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 NO 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 NO NO NO9. 223+530 NO 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

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


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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 Cashier

Mr.K.Vijayan/Mr.V.Sivadasan Photo Copy Machine Operator4 Mr. Mohammed Rafi Steno

Mr.M.Vaisakhan Computer OperatorMr.G.Manikandan/Mr.V.Janardhanan/Mr.Kumaran Day Guard

5 Mr.Gopi/Mr.Velayudan Night Guard6 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 TeamSl No. Name Designation

1. 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


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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) Plants

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


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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’s

17 Kobleco SK-350 LC 8 9 No's

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


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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.

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’s55 Bharat Benz 10 No’s


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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

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


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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



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


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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

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


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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

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


Page | 17



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

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


Page | 18



2.4. a HIGHWAY PROGRESS LEANIER as on 31-12-2013

Sl. No

Description

Total length of the project(KM)

Left Side Right Side

LHS RHS Length(Kms)

Comp.(Kms)

Bal.(Kms)

Length(Kms)

Comp.(Kms)

Bal.(Kms)

1 Embankment Top 53.885 53.885 53.885 28.800 25.085 53.885 26.150 27.735

2 Sub grade Top 53.885 53.885 53.885 15.400 38.485 53.885 14.250 39.635

3 GSB 53.885 53.885 53.885 6.500 47.385 53.885 8.200 45.685

4 WMM – 1st 53.885 53.885 53.885 3.900 49.985 53.885 4.000 49.885

5 WMM – 2nd 53.885 53.885 53.885 3.900 49.985 53.885 4.000 49.885

6 Kerb 53.885 53.885 53.885 3.000 50.885 53.885 3.000 50.885

7 DBM Top 53.885 53.885 53.885 2.000 51.885 53.885 0.500 53.385

8 BC Top 53.885 53.885 53.885 0.000 53.885 53.885 0.000 53.890

2.4. b HIGHWAY PROGRESS SERVICE ROADS

Sl. No Description

Total length of the Service Roads

(KM)

Length (Km) Completed in DECEMBER-31st

Cumulative length (Km) Completed up to

DECEMBER -31st

BHS LHS RHS LHS RHS

1 Clearing & Grubbing

47.230 0.200 0.300 2.000 1.200

2 Embankment Top 47.230 0.250 0.350 1.360 1.030

3 Sub grade Top 47.230 0.250 0.250 0.850 0.880

4 GSB 47.230 0.300 0.250 0.9 0.750

5 WMM – 1st 47.230 0.3 0..25 0.66 0.70

6 WMM – 2nd 47.230 0.3 0..25 0.66 0.70

7 Kerb 47.230 -- -- -- --

8 DBM Top 47.230 .45 .3 .45 .3

9 BC Top 47.230 -- -- -- --

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




2.5 STATUS OF STRUCTURES PROGRESS UPTO 31stDecember 2013

SL. No. Description Total No. Completed In

ProgressBalance to be

Taken up Remarks

1 Pipe Culverts 22 18 2 22 Box Culverts 143 80 15 48

3 Minor Bridges 12 7 4 1 Approach slab not done

4 CUP / PUP 4 1 3 -

5 VUP 7 1 3 3 Approach slab not done

6 Major Bridges 2 - 2 -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 Macadam4. 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.


Page | 20



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 December 2013

SOIL TESTING

Sl.No Name of testTotal no of test done

Total no of test passed

Total no of test failed Remarks

1 Proctor Test 03 03 -2 Atterberg limits 03 03 -3 Free swell index 03 03 -4 Gradation 02 02 -5 CBR 00 00 -

WMM1 Gradation 12 122 Atterberg limits 12 123 AIV 06 064 FI & EI 06 06

CEMENT TESTING

Sl.No Name of testTotal no of test done

Total no of test passed

Total no of test failed Remarks

1 Consistency 4 4 -2 Initial setting time 4 4 -3 Final setting time 4 4 -4 Fineness - - -5 Soundness - - -6 Cement mortar cubes(3days) 4 4 -7 Cement mortar cubes(7days) 3 3 -8 Cement mortar cubes(28days) 2 2 -

GSB TESTING Gradation 12 12 Atterbergs Limits 12 12

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

Gradation of SandCombined Gradation

0404

0404 -


Page | 21



5 AIV 04 04 -6 Flakiness Index 04 04 -

DBM1 Stability 4 42 AIV 4 43 FI & EL 4 44 Extraction & Gradation 4 45 Core Density 9 9

COMPRESSIVE STRENGTH OF CONCRETE OF CUBES1 M-15 PCC (7 days) 2 2 - -2 M-15 PCC (28 days) 1 1 - -3 M-20 (7 days) 0 0 - -4 M-20 (28 days) 1 1 _ 5 M-25 (7 days) 32 32 _ 6 M-25 (28 days) 16 16 _ 7 M-30 (7 days) 5 5 _8 M-30 (28 days) 11 11 _

9 M-35 (7 days)M-35 (14 days)

0532

0532

__

10 M-35 (28 days) 0 0 _11 M-40 (7 days)

M-40(14 days)00

00 -

12 M-40 (28 days) 17 17 -13 M-45 (7 days) 16 16 -14 M-45 (14 days) 5 5 -15 M-45 (21 days) 22 22 -16 M-45 (28 days) 12 12 -17 Grouting 15 15 -

Total Tests 333

Test Witnessed by IETest done by ConcessionaireTotal IE witnessed in %

333279811.90 %

Cumulative total by concessionaire up to 31st Dec 2013 13027 Total test on month of Dec 2013 2798


Page | 22



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



STATEMENT OF MONTHLY QUALITY CONTROL CONDUCTED up to 31.12.13


Unit Quantity Passed Failed Total Passed Failed Total Passed Failed Total

A

1 EARTH WORK- OGL

1. ATTERBERG LIMIT OF CONSISTENCY As Required 0 0 0 0 230 0 230 0230 0

230 0

2. MODIFIED PROCTOR As Required 0 0 0 0 230 0 230 0230 0

230 0

3.GRADATION/ SAND CONTENT As Required 0 0 0 0 230 0 230 0230 0

230 0

4. CBR As Required 0 0 0 0 57 0 57 057 0

57 0

5. FREE SWELL INDEX As Required 0 0 0 0 230 0 230 0 230 0 230 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 213 0 213 0 1586 15 1601 0 1799 15 1814 0

2 EARTH WORK-EMBANKMENT

1. ATTERBERG LIMIT OF CONSISTENCY 2 test/ 3000cum 43 0 43 36 334 0 334 301 377 0 377 337

2. MODIFIED PROCTOR 2 test/ 3000cum 43 0 43 36 334 0 334 301 377 0 377 337

5. FREE SWELL INDEX 2 test/ 3000cum 43 0 43 36 334 0 334 301 377 0 377 337

3.GRADATION/ SAND CONTENT 2 test/ 3000cum 43 0 43 36 334 0 334 301 377 0 377 337

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 1054 43 1097 1040 13297 233 13530 13566 14351 276 14627 14606

3 EARTH WORK- SUB GRADE


2. MODIFIED PROCTOR 2 test/ 3000cum 33 0 33 18 57 0 57 44 90 0 90 62

3. FREE SWELL INDEX 2 test/ 3000cum 33 0 33 18 57 0 57 44 90 0 90 62

4.GRADATION/ SAND CONTENT 2 test/ 3000cum 33 0 33 18 57 0 57 44 90 0 90 62

5. CBR 1 test / 3000cum 24 0 24 9 25 0 25 44 49 0 49 53

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 1230 28 1258 1120 6717 96 6813 7950 7947 124 8071 9070

Cum 54440 452209 506649

Cum 26760 66385 93145

- - -

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

LAB TESTS

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



Specifications

Total Comulative

quantity tested


Total Cumulative

quantity




MoRT & H

1.GRADATION 1test / 200cum 75 3 78 55 85 0 85 68 160 3 163 123

2.ATTERBERG LIMIT OF CONSISTENCY 1test / 200cum 75 0 75 55 85 0 85 68 160 0 160 123

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 225 9 234 220 404 3 407 814 629 12 641 1034

5 W.M.M.

1. GRADATION 1 test/ 100cum 128 1 129 114 17 0 17 15 145 1 146 129


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 71 0 71 57 9 0 9 8 80 0 80 65

5. A.I.V./ L.A. 1 test/ 200cum 71 0 71 57 9 0 9 8 80 0 80 65

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 351 15 366 40 42 0 42 0 393 15 408 40

6 PRIME COAT

1.Quality of Binder

A. Viscosity 4 0 4 0 0 0 0 0 4 0 4 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 10 0 10 0 0 0 0 0 10 0 0 0

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

Per Lot

Sqm 47075 0 47075

Cum 10910 13567 24477

Cum 11439 1508 12947




Page | 25



Specifications

Total Comulative

quantity tested


Total Cumulative

quantity




MoRT & H

7 TACK COAT

1. QUALITY OF BINDER

A Viscosity 4 0 4 0 0 0 0 0 4 0 4 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 15 0 15 0 0 0 0 0 15 0 0 0

3. RATE OF SPREAD OF BINDER 1test / 500sqm or min. 2test/ day 74 0 74 69 0 0 0 0 74 0 74 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 5 0 5 0 0 0 0 0 5 0 0 0

D. Softening point 5 0 5 0 0 0 0 0 5 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 9 0 9 6 0 0 0 0 9 0 9 6

2.F.I. & E.I. 1test/ 350 cum 9 0 9 6 0 0 0 0 9 0 9 6

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

4. Water Absorption of Aggregates 3 0 3 0 0 0 0 0 3 0 3 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 1 0 1 0 0 0 0 0 1 0 1 0

9. Grading of Mix Aggregate from Dryer 18 0 18 13 0 0 0 0 18 0 18 13

10. individual granding of each size of aggregate from dryer 18 0 18 13 0 0 0 0 18 0 18 13

11.Binder Content 18 0 18 13 0 0 0 0 18 0 18 13

12. Mix Grading after Extraction 18 18 13 0 0 0 0 18 0 18 13

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

14. Density of Compacted Layer 1 test/ 700 sqm 52 0 52 49 0 0 0 0 52 0 52 49

Cum 2069 0 2069

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

PER LOT MT 232.8 0 232.8

PER LOT

Sqm 34475 34475




Page | 26



Specifications

Total Comulative

quantity tested


Total Cumulative

quantity




MoRT & H

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



Cum 0 0




2tests/ day/ plant

PER LOT MT 0 0




Page | 27



Specifications

Total Comulative

quantity tested


Total Cumulative

quantity




MoRT & H

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




2tests/ day/ plant

Cum 0 0




2tests/ day/ plant




Page | 28

14 CONCRETE

1. Gradation Of Fine Aggregates 1test/ week 10 0 10 0 108 0 108 118 0 118 0

2. Gradation of Aggregates (20mm) 1test/ week 10 0 10 0 108 0 108 118 0 118 0

3. Gradation of Aggregates (10mm) 1test/ week 10 0 10 0 108 0 108 118 0 118 0

4. Combined Grad. Of Aggregate. 1test/ week 10 0 10 0 108 0 108 118 0 118 0

5. F.I./ E.I.(20mm & 10mm) As Required 10 0 10 0 108 0 108 118 0 118 0

6. A.I.V. As Required 10 0 10 0 108 0 108 118 0 118 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



Specifications

Total Comulative

quantity tested


Total Cumulative

quantity




MoRT & H




Page | 29




Page | 30

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

7 Days Compressive Strength

M-15 120 0 120 0 586 0 586 706 0 706 0

M-20 34 0 34 86 0 86 120 0 120 0

M-25 303 0 303 0 785 0 785 1088 0 1088 0

M-30 75 0 75 0 712 0 712 787 0 787 0

M-35 30 0 30 0 164 0 164 194 0 194 0

M-40 8 0 8 0 3 0 3 11 0 11 0

M-45 123 0 123 324 0 324 447 0 447 0

28 Days Compressive Strength 0

M-15 170 0 170 0 432 0 432 602 0 602 0

M-20 38 0 38 0 140 0 140 178 0 178 0

M-25 305 0 305 0 824 0 824 1129 0 1129 0

M-30 117 0 117 0 1167 0 1167 1284 0 1284 0

M-35 36 0 36 0 279 0 279 315 0 315 0

M-40 8 0 8 0 10 0 10 18 0 18 0

M-45 256 0 256 0 904 0 904 1160 0 1160 0

13.Comp. Strength of Grouting Cubes ( For PSC Grider ) In Nos 39 0 39 0 111 0 111 150 0 150 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

Cum 8003 31217 39220

0 0

Cum 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 Cum



Specifications

Total Comulative

quantity tested


Total Cumulative

quantity




MoRT & H

15 CEMENT

Brand Name & Grade of Cement Tested

Physical

1. Consistency 5 0 5 0 31 0 31 36 0 36 0

2. Initial Setting Time 5 0 5 0 31 0 31 36 0 36 0

3. Final Setting Time. 5 0 5 0 31 0 31 36 0 36 0

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

5.Finness 5 0 5 0 31 0 31 36 0 36 0

6.Compressive Strength

3 days 4 0 4 0 32 0 32 36 0 36 0

7days 5 0 5 0 27 0 27 32 0 32 0

28days 4 0 4 0 20 0 20 24 0 24 0

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

B THIRD PARTY TEST RESULTS

19 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

1 lot per week no MT 0.0 0




Page | 31



Specifications

Total Comulative

quantity tested


Total Cumulative

quantity




MoRT & H

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 8 0 8 11 0 11 0

2. Organic solids, mg/ 1 3 0 3 0 8 0 8 11 0 11 0

3. Inorganic solids, mg/ 1 3 0 3 0 8 0 8 11 0 11 0

4. Sulphates as So3, mg/ 1 3 0 3 0 8 0 8 11 0 11 0

5. Chlorides as CI, mg/ 1 3 0 3 0 8 0 8 11 0 11 0

6.Suspended matter, mg/ 1 3 0 3 0 8 0 8 11 0 11 0

7. To neutralige 200ml sample of water, using phenolphthalein as on indicator. 3 0 3 0 8 0 8 11 0 11 0

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



Specifications

Total Comulative

quantity tested


Total Cumulative

quantity




MoRT & H

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 4 0 4 0 76 0 76 80 0 80 0

2. Diameter of Bar Tested(mm) 4 0 4 0 76 0 76 80 0 80 0

MECHANICAL TESTS

1. Yield Stress/ 0.2% PROOF STRESS (Nmm2) 4 0 4 0 76 0 76 80 0 80 0

2.Tensile Strength (Nmm2) 4 0 4 0 76 0 76 80 0 80 0

3.Elongation % 4 0 4 0 76 0 76 80 0 80 0

4. Mass per meter run (kg/ m) 4 0 4 0 76 0 76 80 0 80 0

5. Bend Test 4 0 4 0 76 0 76 80 0 80 0

6 Rebend Test 4 0 4 0 76 0 76 80 0 80 0

7 Diameter 4 0 4 0 76 0 76 80 0 80 0

CHEMICAL TESTS

1. Carbon % 4 0 4 0 76 0 76 80 0 80 0

2. Phospourus % 4 0 4 0 76 0 76 80 0 80 0

3. Sulphur % 4 0 4 0 76 0 76 80 0 80 0

4. Sulphur + Phospourus % 4 0 4 0 76 0 76 80 0 80 0

1 for every source and as required 600 3349 3949


MT




Page | 33



Specifications

Total Comulative

quantity tested


Total Cumulative

quantity




MoRT & H

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


BRIDGE ACCESSORIES (TATA STRANDS)

7 (Coils) 34 (Coils) 41

(Coils)




Page | 34



Specifications

Total Comulative

quantity tested


Total Cumulative

quantity




MoRT & H

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 18 0 18 0 45 0 0 63 0 18 0

2. Barrel Wall Thickness (mm) 18 0 18 0 45 0 0 63 0 18 0

3. Length(m) 18 0 18 0 45 0 0 63 0 18 0

4. Three Edge Bearing Test 6 0 6 0 13 0 0 19 0 6 0

5.Hydrostatic Test 5 0 5 0 12 0 0 17 0 5 0

6.Waer Absorption/ permeability test 5 0 5 0 11 0 0 16 0 5 0

25 (1200mm Dia)

1. Internal Diameter of Pipe 23 0 23 0 8 0 8 31 0 31 0

2. Barrel Wall Thickness (mm) 23 0 23 0 8 0 3 31 0 26 0

3. Length(m) 23 0 23 0 8 0 8 31 0 31 0

4. Three Edge Bearing Test 6 0 6 0 5 0 5 11 0 11 0

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

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

180

Every lot. Nos. 70 100 170

Nos. 0 60 60

Every lot. Nos. 130 50

FACTORY TEST RESULTS

Every lot.




Page | 35



Specifications

Total Comulative

quantity tested


Total Cumulative

quantity




MoRT & H

26 POT CUM PTFE BEARINGS

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

3 0 3 0 21 0 21 24 0 24 0

2. DEFLECTION UNDER VERTICAL TEST LOAD 3 0 3 0 21 0 21 24 0 24 0

3. ROTATION TEST 3 0 3 0 15 0 15 18 0 18 0

4. HORIZONTAL LOAD TEST 4 0 4 0 10 0 10 14 0 14 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

Every lot. Nos. 56 394 450




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 December 31, 2013

S. No DescriptionSide

TotalLHS (Sqm) RHS (Sqm)

1 Total Land to be Made available 1124015 1484524 2608539

2 Area Handed over up to November 2013 1114492 1478124 2592616

3 Area made available in December 2013

4 Balance land yet to be made available 9523 6400 15923

% of Land to be made Available 0.61%

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 3896 Nos were cut and there is a balance about 469Nos 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 9 5 1410 191.000 192.000 1.000 0 0 0 37 218.000 219.000 1.000 9 10 1911 192.000 193.000 1.000 0 0 0 38 219.000 220.000 1.000 3 9 1212 193.000 194.000 1.000 0 0 0 39 220.000 221.000 1.000 6 7 1313 194.000 195.000 1.000 0 6 6 40 221.000 222.000 1.000 4 3 714 195.000 196.000 1.000 2 15 17 41 222.000 223.000 1.000 0 1 115 196.000 197.000 1.000 0 5 5 42 223.000 224.000 1.000 5 7 1216 197.000 198.000 1.000 0 1 1 43 224.000 225.000 1.000 10 8 1817 198.000 199.000 1.000 2 1 3 44 225.000 226.000 1.000 0 0 018 199.000 200.000 1.000 0 0 0 45 226.000 227.000 1.000 0 0 019 200.000 201.000 1.000 9 1 10 46 227.000 228.000 1.000 3 5 820 201.000 202.000 1.000 0 13 13 47 228.000 229.000 1.000 0 6 621 202.000 203.000 1.000 0 0 0 48 229.000 230.000 1.000 2 4 622 203.000 204.000 1.000 0 0 0 49 230.000 231.000 1.000 0 10 1023 204.000 205.000 1.000 4 0 4 50 231.000 232.000 1.000 0 12 1224 205.000 206.000 1.000 0 0 0 51 232.000 233.000 1.000 11 17 2825 206.000 207.000 1.000 0 0 0 52 233.000 234.000 1.000 5 15 2026 207.000 208.000 1.000 0 0 0 53 234.000 235.000 1.000 2 12 1427 208.000 209.000 1.000 0 0 0 54 235.000 236.135 1.135 6 21 27

53.885 469

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 - Work In Progress In front of IIT (1 no’s road crossing and 2 no’s LT line)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 469



Total Electrical lines shifting length completed - 30.750 Kms.


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 - Work In Progress In front of IIT (1 no’s road crossing and 2 no’s LT line)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



2.7 e. Utility Shifting- Water supply lines

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 4.800 1.000 195.400-197.800=2.400*2194.900 197.800 2.900 250 mm PVC LHS 2.100 0.800 195.400-197.500=2.100199.400 201.000 3.200 160 mm PVC RHS 1.600 1.600 199-400-200.200=0.800*2200.500 200.700 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 0.000 0.650 -202.500 203.100 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 0.000 1.100 -203.100 204.200 1.100 160 mm PVC LHS 0.000 1.100 -204.000 204.600 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 0.000 1.300 -213.100 214.400 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 0.000 0.200215.750 216.300 0.550 200 mm PVC RHS 0.000 0.550217.700 219.400 1.700 140 mm PVC RHS 0.800 0.900 217.700-218.500=0.800217.900 218.400 0.500 90 mm PVC LHS 0.000 0.500

32.650 16.800 15.850Total length

4 RWS to Pudussery

5 RWS to Marutha Road

6 Palakkad

1 RWS to Walayara

2 RWS to Vattappara

7 RWS to Kuzhalmannam

S.No Location Chainage Estimated Length in KM

Pipe Dia Side Completed Length in KM

Balance in KM Status of Work



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

featureRoad

ConditionIntersection Type and Control

Weather Conditoin Fatal Grevious Minor Non-

injured

1 01-12-2013 06:00 PM 218+800 3 3 2 2 2 - 1

TN 21 AC 6369 CAR - KL 09

AF 7560 - Maruti

0 0 1 0 0 -

2 20-12-2013 11:00 AM Rural 8 4 5 2 1 - 1 KL 09 AF 1876 - Mini Tipper 0 0 0 1 0 -

3 24-12-2013 03:30 PM Rural 1 3 3 2 2 - 1 TN 52 D 9752 - Lorry 0 0 0 2 0 -

4 31-12-2013 02:30 PM Rural 4 3 3 1 1 - 1 KL 49 B 6435 - Car 0 0 1 0 0 -

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-Junction 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 Dec-13

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

Vehicle Responsible

No. of affected Persons No. 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)

Number of RFI’s submitted by Concessionaire and attended/checked and closed by IE:From 01-12-2013 to 31-12-2013

Sl. No. DescriptionTotal No. of RFIs

submitted by Concessionaire

Attended/ Checked

by IE% age

attendedNo. of RFIs

approvedRemarks

1 For Materials 20 20 100% 20 2 For Highway 533 69 13% 69 3 For Structures 1300 145 11% 145




2.16 TEAM LEADER’S COMMENTS

The programmed monthly financial progress up to November is 12.00 % and achieved is20.64 % . 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 2nos Pipe culverts, 2 nos. major bridges, 4 nos. minor bridges, 3 nos. VUP, 3 no’s of CUP/PUP. 15nos of Box culverts ,1 No grade separator , 1 No ROB are in progress. 2 nos. pipe culverts, 48 nos. box culverts, 1 no. minor bridges, 3 nos. VUP to be taken up. Minor Bridges 7Nos(approach slab not done),Box culverts 80nos,Pipe culverts 18nos,CUP/PUP 1no,VUP 1no completed.

2. Highway progress, Embankment top 28.800 (LHS), 26.150 (RHS)kms. Sub grade top 15.400 (LHS), 14.250 (RHS)kms. Completed, GSB 6.500(LHS) , 8.200 (RHS) Completed.WMM 3.9Kms (LHS) 4.0 Kms (RHS), Completed. Road Kerb 3.0 (LHS), 3.0 (RHS).DBM 2.0 (LHS), 0.5 (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.10. Shifting of RE Blocks are in Varies VUP location work in Progress.

11.Toll plaza building works at Km 189+340 LHS in progress, Admin Building frame work in progress..

11. Km 217+500 VUP wall lifts reinforcement and shuttering checked and found correct.12. Km 222+622 PUP Abutment cap top level, side shuttering and reinforcement checked.

Allowed for concreting.13. Km227+560 Box Culvert LHS, Retaining wall founding level checked and concrete laid.14. Km227+280 Box Culvert LHS, Retaining wall raft shuttering and reinforcement checked

and allowed for concrete.25. Some other structures like pipe culverts, box culverts, PUP/CUP’s are in progress.26. R.C.C. Retaining wall at 198+870, 214+272,213+160, is in progress.27. R.E. Wall erecting is in progress at 187+350. 197+730, 217+520 and Geogrid laying is

in order.28.RCC. service road drain is in progress at 4 places.29 Curing of structures to improve. A set of cubes casted is to be cured at site condition and

tested.30.Another Boom placer shall increase the concreting operations.31. Adjacent to the structures and culverts walls on embankment side to be filled with Filter

media and rolled with Baby rollers.

32. The service roads are to be 600 above adjacent ground level. The typical cross section drawings are to match this clause.


Page | 45



33. Electrical design and drawings for street lighting, Near toll plaza, for HTMS are to be decided prior to doing any B.T.works.34. The surface drainage system to be decided prior to laying DBM so that any drainage

pipes can be laid in Embankment layers..35. 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.


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 01.12.2013 30.0 25.9 30.6 23.9 0.0 0.0

2 02.12.2013 30.0 24.3 29.9 24.1 0.0 0.0

3 03.12.2013 29.5 23.5 30.5 24.6 0.0 0.0

4 04.12.2013 30.1 24.0 31.2 25.2 0.0 0.0

5 05.11.2013 29.0 23.5 30.3 24.3 0.0 0.0

6 06.12.2013 30.5 23.0 30.6 25.1 0.0 0.0

7 07.12.2013 29.0 24.0 30.3 24.9 0.0 0.0

8 08.12.2013 30.0 23.5 30.9 24.3 0.0 0.0

9 09.12.2013 29.0 23.0 31.4 25.6 0.0 0.0

10 10.12.2013 30.0 24.5 30.9 26.2 0.0 0.0

11 11.12.2013 29.0 23.0 30.1 24.8 2.0 0.0

12 12.12.2013 29.1 22.5 30.8 24.3 0.0 0.0

13 13.12.2013 28.0 21.5 30.9 25.0 0.0 0.0

14 14.12.2013 29.4 22.5 30.4 25.2 0.0 0.0

15 15.12.2013 30.0 23.0 30.8 24.8 0.0 0.0

16 16.12.2013 29.5 22.0 30.8 25.3 0.0 0.0

17 17.12.2013 28.5 23.5 31.3 24.9 0.0 0.0

18 18.12.2013 28.7 23.0 30.5 25.3 0.0 0.0

19 19.12.2013 28.2 23.8 30.2 24.6 0.0 0.0

20 20.12.2013 29.0 24.5 29.8 25.2 0.0 0.0

21 21.12.2013 30.0 23.5 30.1 25.8 0.0 0.0

22 22.12.2013 29.5 22.5 29.8 24.9 0.0 0.0

23 23.12.2013 29.0 23.0 30.1 25.3 0.0 0.0

24 24.12.2013 30.0 22.5 30.6 25.3 0.0 0.0

25 25.12.2013 29.5 23.0 30.3 24.9 0.0 0.0

26 26.12.2013 30.0 24.0 30.2 25.3 0.0 0.0

27 27.12.2013 29.0 23.5 30.5 24.3 0.0 0.0

28 28.12.2013 30.0 23.0 30.9 25.6 0.0 0.0

29 29.12.2013 29.0 24.0 30.8 25.2 0.0 0.0

30 30.12.2013 30.0 23.5 29.5 25.9 0.0 0.0

31 31.12.2013 30.4 24.0 29.6 25.2 0.0 0.0

This Month Total Rain fall: mm 2.0 0.0upto previous Month Rainfall: mm 1908.9

Total Rainfall:mm 1910.9Independent 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 | 47



Print separate

1. (ORG CHART of IE IN FOLDER)


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 | 50

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 | 51

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 | 53




Page | 54



7.BAR CHART SHOWING THE DETAILS OF HIGHWAY PROGRESS

KM

CHAINAGE 250

300

400

500

600

700

800

900

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

LHS

RHS

KM

CHAINAGE 100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

LHS

RHS

KM

CHAINAGE 100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

LHS

RHS

KM

CHAINAGE 100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

LHS

RHS

KM

CHAINAGE 100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

LHS

RHS

KM

CHAINAGE 100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

LHS

RHS

KM

CHAINAGE 100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

LHS

RHS

KM

CHAINAGE 100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

LHS

RHS

KM

CHAINAGE 100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

LHS

RHS

KM

CHAINAGE 100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

LHS

RHS

KM

CHAINAGE 100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

200

300

400

500

600

700

800

900

1000

100

135

300

400

500

600

700

800

900

1000

LHS

RHS

C & G WMM Top EMP Top Prime / Tack Coat SG Top DBM GSB Top

KM 232.000 TO 233.000 KM 233.000 TO 234.000 KM 234.000 TO 235.000 KM 235.000 TO 236.000 KM 236.000 TO 236.135





KM 188.000 TO 189.000 KM 189.000 TO 190.000 KM 190.000 TO 191.000 KM 191.000 TO 192.000


1000

KM 187.000 TO 188.000



KM 197.000 TO 198.000



KM 207.000 TO 208.000


Page | 55



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

Sl No.

ChainageLength

Progress Status

From To C & G EMB Top

SG TOP

GSB Top

WMM

Top

Prime/TackCo

atDMB BC

1 182.250 182.400 0.150 0.150 2 182.400 183.000 0.600 0.600 0.600 0.600 3 183.000 184.700 1.700 1.700 1.700 4 184.700 186.700 2.000 2.000 2.000 2.000 2.000 2.000 2.000 2.000 5 186.700 186.800 0.100 0.100 0.100 0.100 6 186.800 187.900 1.100 1.100 7 187.900 188.200 0.300 0.300 0.300 8 188.200 189.100 0.900 0.900 0.900 0.900 9 189.100 189.600 0.500 0.500 10 189.600 190.900 1.300 1.300 1.300 1.300 11 190.900 191.300 0.400 0.400 12 191.300 192.000 0.700 0.700 0.700 0.700 0.700 0.700 13 192.000 192.100 0.100 0.100 14 192.100 193.300 1.200 1.200 1.200 1.200 1.200 1.200 15 193.300 193.400 0.100 0.100 0.100 0.100 0.100 16 193.400 193.700 0.300 0.300 0.300 17 193.700 194.200 0.500 0.500 0.500 0.500 0.500 18 194.200 195.500 1.300 1.300 1.300 1.300 19 195.500 199.200 3.700 3.700 20 199.200 199.500 0.300 0.300 0.300 0.300 21 199.500 201.000 1.500 1.500 22 201.000 201.100 0.100 0.100 0.100


Page | 56



23 201.100 201.700 0.600 0.600 0.600 0.600 24 201.700 203.600 1.900 1.900 25 203.600 203.700 0.100 0.100 0.100 26 203.700 203.800 0.100 0.100 27 203.800 204.000 0.200 0.200 0.200 0.200 0.200 28 204.000 205.000 1.000 1.000 29 205.000 207.600 2.600 2.600 2.600 30 207.600 209.100 1.500 1.500 31 209.100 209.700 0.600 0.600 0.600 32 209.700 213.000 3.300 3.300 33 213.000 213.500 0.500 0.500 0.500 34 213.500 213.900 0.400 0.400 0.400 0.400 35 213.900 214.200 0.300 0.300 0.300 36 214.200 215.100 0.900 0.900 37 215.100 215.300 0.200 0.200 0.200 38 215.300 218.200 2.900 2.900 39 218.200 218.400 0.200 0.200 0.200 40 218.400 218.900 0.500 0.500 41 218.900 219.500 0.600 0.600 0.600 42 219.500 219.900 0.400 0.400 43 219.900 220.400 0.500 0.500 0.500 44 220.400 220.700 0.300 0.300 45 220.700 221.600 0.900 0.900 0.900 46 221.600 222.600 1.000 1.000 47 222.600 222.700 0.100 0.100 0.100 48 222.700 222.900 0.200 0.200 49 222.900 223.200 0.300 0.300 0.300 50 223.200 223.800 0.600 0.600


Page | 57



51 223.800 226.100 2.300 2.300 2.300 52 226.100 226.400 0.300 0.300 0.300 0.300 53 226.400 226.700 0.300 0.300 0.300 54 226.700 226.900 0.200 0.200 0.200 0.200 55 226.900 227.200 0.300 0.300 0.300 0.300 0.300 56 227.200 228.600 1.400 1.400 1.400 1.400 57 228.600 229.500 0.900 0.900 0.900 0.900 0.900 58 229.500 229.700 0.200 0.200 0.200 0.200 59 229.700 229.900 0.200 0.200 60 229.900 230.000 0.100 0.100 0.100 61 230.000 230.100 0.100 0.100 0.100 0.100 0.100 62 230.100 230.300 0.200 0.200 63 230.300 230.400 0.100 0.100 0.100 0.100 64 230.400 230.900 0.500 0.500 0.500 0.500 0.500 65 230.900 231.000 0.100 0.100 0.100 0.100 66 231.000 231.100 0.100 0.100 0.100 67 231.100 231.700 0.600 0.600 68 231.700 231.800 0.100 0.100 0.100 69 231.800 231.900 0.100 0.100 0.100 0.100 70 231.900 232.100 0.200 0.200 71 232.100 232.400 0.300 0.300 0.300 0.300 72 232.400 233.000 0.600 0.600 73 233.000 233.700 0.700 0.700 0.700 0.700 74 233.700 234.000 0.300 0.300 75 234.000 234.200 0.200 0.200 0.200 76 234.200 234.800 0.600 0.600 77 234.800 235.800 1.000 1.000 1.000 78 235.800 236.135 0.335 0.335


Page | 58



Total:53.88

528.80

015.40

0 6.5003.90

0 2.000 2.000

9.STATUS OF RHS MAIN CARRIAGEWAY. RHS – MCW


Page | 59



Sl No.

ChainageLength

Progress Status

From To C & G EMB Top

SG TOP

GSB Top

WMM Top

Prime/TackCoa

tDMB BC

1 182.250 182.400 0.150 0.150 0.150 0.150

2 182.400 182.900 0.500 0.500 0.500 0.500 0.500 0.500 0.5000.50

0 3 182.900 184.100 1.200 1.200 1.200 1.200 1.200 1.200 4 184.100 184.700 0.600 0.600 0.600 5 184.700 187.000 2.300 2.300 2.300 2.300 6 187.000 187.700 0.700 0.700 7 187.700 187.800 0.100 0.100 0.100 0.100 8 187.800 189.100 1.300 1.300 1.300 1.300 1.300 1.300 9 189.100 189.500 0.400 0.400 0.400 0.400

10 189.500 192.400 2.900 2.900 2.900 2.900 2.900 11 192.400 197.400 5.000 5.000 5.000 12 197.400 198.000 0.600 0.600 13 198.000 198.600 0.600 0.600 0.600 14 198.600 200.300 1.700 1.700 15 200.300 200.700 0.400 0.400 0.400 16 200.700 201.000 0.300 0.300 0.300 0.300 17 201.000 203.700 2.700 2.700 18 203.700 204.200 0.500 0.500 0.500 0.500 19 204.200 207.000 2.800 2.800 20 207.000 207.600 0.600 0.600 0.600 21 207.600 209.300 1.700 1.700 22 209.300 210.200 0.900 0.900 0.900 23 210.200 211.300 1.100 1.100 1.100 1.100


Page | 60



24 211.300 212.700 1.400 1.400 1.400 25 212.700 213.200 0.500 0.500 26 213.200 213.300 0.100 0.100 0.100 27 213.300 213.900 0.600 0.600 28 213.900 214.000 0.100 0.100 0.100 29 214.000 214.200 0.200 0.200 0.200 0.200 30 214.200 214.400 0.200 0.200 31 214.400 214.500 0.100 0.100 0.100 32 214.500 215.200 0.700 0.700 33 215.200 216.000 0.800 0.800 0.800 34 216.000 216.600 0.600 0.600 35 216.600 217.200 0.600 0.600 0.600 36 217.200 221.300 4.100 4.100 37 221.300 221.900 0.600 0.600 0.600 0.600 38 221.900 222.000 0.100 0.100 39 222.000 222.300 0.300 0.300 0.300 0.300 40 222.300 222.700 0.400 0.400 41 222.700 223.000 0.300 0.300 0.300 42 223.000 224.100 1.100 1.100 43 224.100 224.200 0.100 0.100 0.100 44 224.200 224.500 0.300 0.300 0.300 0.300 0.300 45 224.500 225.900 1.400 1.400 46 225.900 226.000 0.100 0.100 0.100 47 226.000 226.100 0.100 0.100 0.100 0.100 48 226.100 226.500 0.400 0.400 0.400 0.400 0.400 49 226.500 227.200 0.700 0.700 50 227.200 227.800 0.600 0.600 0.600 0.600 0.600 51 227.800 228.800 1.000 1.000 1.000 1.000 1.000 1.000


Page | 61



52 228.800 234.000 5.200 5.200 53 234.000 234.200 0.200 0.200 0.200 54 234.200 236.135 1.935 1.935

Total: 53.88

526.15

014.25

0 8.200 4.000 0.5000.50

0


Page | 62



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 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 1 1 1 1 1 1 1 1 1 1 1 1 1

Shoulder # 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 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

WMM II # 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 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

WMM I # 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 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

GSB II # 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 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

GSB I # 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 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

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

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

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

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 1 1 1 1 1 1 1 1 1 1 1 1 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

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 1 1 1 1 1 1 1 1 1 1 1 1 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

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 1 1 1 1 1 1 1 1 1 1 1 1 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

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 1 1 1 1 1 1 1 1 1 1 1 1 1 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

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 1 1 1 1 1 1 1 1 1 1 1 1 1 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 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 1 1 1 1 1 1 1 1 1 1 1 1 1 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 1 1 1 1 1 1 1 1 1 1 1 1 1 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 1 1

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 1 1

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



Km. 188+000 – Km. 194+000


Page | 64

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 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 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 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 0 0 0

SG Top 1 1 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 1 1 1 0 0 0 0

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

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

RIGHT SIDE

Remark

LEFT SIDE

Chainage (KM)



Km. 194+000 – Km. 200+000


Page | 65

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 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 1 1 1 1 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 1 1 1 1 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 1 1 1 1 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

Excavation 1 1 1 1 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

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 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

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 1 1 1 1 1 1 1

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 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

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 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

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. 200+000 – Km. 206+000


Page | 66

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 | 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 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 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 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

LEFT SIDE

Chainage (KM)

RIGHT SIDE

Remark



Km. 212.000 – Km. 218.000


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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 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

SG-2 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 1 1 1 1 1 1 1 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 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

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 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 1 1 1 1 1 1 1

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 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 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

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 1 1 1 1 1 1 1 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 1 1 1 1 1 1 1 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 1 1 1 1 1 1 1 1 1 1 1 1 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 1 1 1 1 1 1 1 1 1 1 1 1 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 1 1 1 1 1 1 1 1 1 1 1 1 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 | 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 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 1 1 0 0 1 1 1 1 1 0 0 0 0 0 0 1 1 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 0 1 1 0 0 0 1 1 1 1 1 1 0 0 0

Excavation 1 1 0 0 1 1 1 1 1 0 0 0 0 0 0 1 1 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 0 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 1 1 1 1 1 1 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 1 1 1 1 1 1 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 1 1 1 1 1 1 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 1 1 1 1 1 1 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 1 1 1 1 1 1 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 | 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 0 0 0 1 1 1 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 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 0 0 0 1 1 1 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 0

SG Top 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 0 0 0 0 0 0 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 0

SG-2 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 0 0 0 0 0 0 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 0

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

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

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

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

GSB I 1 1 0 0 0 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 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

GSB II 1 1 0 0 0 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 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

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 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 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. 230+000 – Km. 236+135


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 # N /A # N /A # N /A # N /A # 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 # N /A # N /A # N /A # N /A # 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 # N /A # N /A # N /A # N /A # 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 # N /A # N /A # N /A # N /A # 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 # N /A # N /A # N /A # N /A # N /A # N /A

GSB II 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 1 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 1 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 1 1 1 1 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 1 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 1 1 1 1 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 1 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 1 1 1 1 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.Statusof Pipe & Box Culverts, Minor Bridges, Underpasses, Major Bridges and Grade Separatorsa.Pipe Culverts


Page | 72

Remarks

As Per C.A As Per Site

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 0.1 202+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 Culvert

204+100 204+100 CA 1.0 x 1.0 Converted from Box to Pipe Culvert


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

205+480 205+485 CA 1.0 x 1.0 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 Converted from Box to Pipe Culvert

206+264 NF 1.0 x 1.00.1 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

Enca

sem

ent

Misc

ellan

eous

Item

s

Head Wall

1st L

ift

Pipe

Layi

ng

2nd L

ift

Fina

l Lift

Crad

le Co

ncre

te

Head

WAL

LCA / NF As per ProposalChainage

Misc

ellan

eous

Item

s

Enca

sem

ent

Crad

le Co

ncre

te

Fina

l Lift

2nd L

iftL 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 WorkPi

pe La

ying

1st L

iftBa

rrel P

ortio

n 18

0mm

Head

Wall

15

0mm

Barre

l

Remarks


Enca

sem

ent

Misc

ellan

eous

Item

sHead Wall

1st L

ift

Pipe

Layi

ng

2nd L

ift

Fina

l Lift

Crad

le Co

ncre

te

Head

WAL


Misc

ellan

eous

Item

s

Enca

sem

ent

Crad

le Co

ncre

te

Fina

l Lift

2nd L

ift

L H S R H S


Head

Wall


Barre

lHe

ad W

all

150m

mBa

rrel P

ortio

n 18

0mm

E Work

Pipe

Layi

ng

1st L

iftBa

rrel P

ortio

n 18

0mm

Head

Wall

15

0mm

Barre

l

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




Page | 73

Remarks


Enca

sem

ent

Misc

ellan

eous

Item

sHead Wall

1st L

ift

Pipe

Layi

ng

2nd L

ift

Fina

l Lift

Crad

le Co

ncre

te

Head

WAL


Misc

ellan

eous

Item

s

Enca

sem

ent

Crad

le Co

ncre

te

Fina

l Lift

2nd L

ift

L H S R H S


Head

Wall


Barre

lHe

ad W

all

150m

mBa

rrel P

ortio

n 18

0mm

E Work

Pipe

Layi

ng

1st L

iftBa

rrel P

ortio

n 18

0mm

Head

Wall

15

0mm

Barre

l

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

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


0.1 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 Culvert

0.1 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 0.1 222+872 222+864 CA 2.5 x 2.5 0.1 0.1 0.1 0.1 0.1 Converted from Box to Pipe Culvert

0.1 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 Culvert

223+985 NF 1.0 x 1.00.1 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 Culvert

225+376 NF 1.0 x 1.0 Converted from Box to Pipe Culvert

0.1 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 Culvert



Existing 57Total No. of HPC:




Page | 74

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

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 / NF

0.1 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 0.10.1 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 0.1 200+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



b.Box Culverts


Page | 75

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 0.1

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-construction0.1 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 0.1

190+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 0.10.1 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-construction

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




Page | 76

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

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 0.1

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 0.10.1 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 0.1

0.1 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 0.10.1 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 0.1 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 0.1215+987 215+645 CA 1.0x1.0

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 215+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 0.1 216+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 | 77

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 0.1 217+018 217+011 CA 1.0x1.0 0.1 0.10.1 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 0.1 217+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

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 Converted from Box Widening to Re-construction

218+002 217+993 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 0.1 218+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 0.1 223+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 | 78

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 0.10.1 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 0.1 224+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

225+737 225+720 CA 4.5x2.5 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 0.1 226+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

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




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


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 138Total No Of Box Culverts :




Page | 80



C.Minor Bridges


Page | 81

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

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

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

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

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

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

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

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 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

Final Lift -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 0.1 0.1 0.1

Pier Cap -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 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

Slab A1 To P1 -------- -------- -------- -------- -------- -------- 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 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- --------

Slab P1 To A2 -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1

Slab P2 To A2 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- --------

P2

A2

222+156 (MNB)

Stage of works

190+970 (MNB) 194+470 (MNB)182+237

(MNB)201+295 (MNB) 224+895 (MNB) 235+180 (MNB)204+680

(MNB)209+950 (MNB) 213+160 (MNB) 214+272

(MNB)219+562 (MNB)

Total No. of Minor Bridges: 12

A1

P1



D.Underpasses


Page | 82

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 0.1Levelling 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 0.1Raft 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 0.11st 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 0.12nd 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 0.1Levelling 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 0.1Raft 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 0.11st 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 0.12nd 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 0.13rd Lift 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1Abutment 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

6 4

223+530 (PUP)

TOTAL NO OF VUP'S TOTAL NO OF PUP'S

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

A2

225+507(VUP)

206+315 (VUP)



E.Major Bridges


Page | 83

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

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

A1 P1 P2

P1 P2 P3 P4

A2P6

A1

Stage of works

P5

P3

Stage of works

198+

870

(MJB

)

P7

Stage of works

A2



F.Grade Separator


Page | 84

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

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

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

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

0.1

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

0.1 0.1

P9 P10

0.1 0.1 0.10.1

0.10.1 0.1 0.10.10.10.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.10.1 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

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



12.Progress Vs Achievement against Scope of Work


Page | 85

C&G in Km

EMB TOP

in Km

SG in Km

GSB in Km

WMM 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 57 138 4 7 12 2 40 220 200 660000 60000

107.77 54.950 29.650 14.700 7.900 2.500 2.500 0.000 33 100 1.5 2 9 2 40 178 187 224429 2226

17.95 8.300 10.11 4.800 2.500 2.500 2.500 0.000 5 17 2 2 1 2 0 17 30 83126 2226

100% 51% 28% 14% 7% 2% 2% 0% 58% 72% 38% 29% 75% 100% 100% 81% 94% 34% 4%

SUMMARY

During the Month% of Work done

Scope

Achievement



13.“S” CURVE


Page | 86

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-1

3

Jan-

14

Feb-

14

Mar

-14

Apr-1

4

May

-14

Jun-

14

Jul-1

4

Aug-

14

Sep-

14

Oct-1

4

Nov-

14

Dec-1

4

Jan-

15

Feb-

15

Mar

-15

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

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

% 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

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

Cumulative at the end of the month % (Planned) 1.0

4

2.29

3.58

4.96

6.45

8.68

12.00

15.13

18.45

22.69

27.53

33.37

40.06

43.05

46.26

49.28

55.32

59.95

63.38

67.41

71.75

76.49

81.65

86.10

89.58

91.05

92.65

94.22

96.99

99.11

100.0

0

Cumulative at the end of the month % (Achived) 3.3

1

6.11

11.37

13.20

14.60

17.08

20.64

24.75

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 Days3.3

1 6.11 11

.37

13.20 14.60 17

.08 20.64 24

.75

1.04

2.29

3.58

4.96

6.45 8.6

8 12.00 15

.13 18.45 22

.69 27.53 33

.37 40.06 43

.05 46.26 49

.28 55.32 59

.95 63.38 67

.41 71.75 76

.49 81.65 86

.10 89.58 91.05 92.65 94.22 96

.99 99.11

100.0

0

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-

13

Sep-

13

Oct-1

3

Nov-

13

Dec-1

3

Jan-14

Feb-

14

Mar

-14

Apr-1

4

May

-14

Jun-

14

Jul-1

4

Aug-

14

Sep-

14

Oct-1

4

Nov-

14

Dec-1

4

Jan-15

Feb-

15

Mar

-15

Apr-1

5

May

-15

Jun-

15

Jul-1

5

Aug-

15

Sep-

15

Oct-1

5

Nov-

15

Cum

ulat

ive w

ork

%

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-47/2013/228Dt21.10.2013 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.111.85 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

Four Laning Highway is in Progress at Km. 183.700 Four Laning Highway is in Progress at

Km.185.500

Completed stretch of DBM Top at Km.186.300 Completed stretch of DBM Top at Km.188.500


Page | 88



Completed stretch of DBM Top at Km.185.800 Excavation of Hard Rock at Km.187.000

Completed Minor Bridge at Km. 190.973 Sub Structure work is in progress at Minor Bridge Km.183.035

Launching of Girder in Progress at Flyover 203.900


Page | 89



Pier Cap for Obligatory Span Kerb laying in progress at in progress at Flyover 203.900 four laning highway Km.183.250

Site Inspection by Shri.Narendra Sharma, NHAI, HQ, GM (T) on 20-12-2013

Air Noise Testing at Batching Plant Air Noise Testing at Crusher


Page | 90



Air Noise Testing at 203.900 Chandra Nagar Junction Spun Pipes Factory Visit on 30.12.2013


Page | 91

Documents

TABLE OF CONTENTSnhai.org.in/spw/IEReport/Main Report 2013.docx · Web viewArtefact Projects Ltd Artefact Projects Ltd Independent Engineer MONTHLY PROGRESS REPORT DECEMBER 2013 Artefact