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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 N O V 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 EngineeringServices 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 andPerformance 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.

Construction of Project Highway 53.885 Kms Construction of Service Roads . 47.230 Km

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 Grade Separated/ Intersections 1 Nos. Construction of Major Junctions 9 Nos. Construction of Minor Intersections 36 Nos. Construction of Major Bridges 2 Nos. Construction of Rail Over Bridges 1 Nos. Construction of Vehicular Under Passes 7 Nos. 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.

viii. EPC Contractor : KNR Constructions Limited, (KNRCL)KNR House, 3rd& 4th Floor,

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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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 2.37Preliminary Exp. 7.75Other SPC Overheads 17.44


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Total 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%

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

100%

SCOPE OF THE PROJECT CONSTRUCTION SCHEDULES B, C & D


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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 : 9 No’s

xv. Minor Junctions : 36 No’s

xvi. Grade Separated Intersections : 1 No’s

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

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 31stOctober-2013 : 20.64 %

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)

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

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


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: 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

Design CBR Value in % 10 10

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


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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

Note:Pavement Design Report (revised) is submitted to NHAI/IE vide letter no. KWTPL/HO/KL-2/NHAI/2013/222 dated 12th October 2013and the (revised) proposed pavements report reviewed by Independent Engineer and approved wide reference no IE/APL/KL-2/2013/153 dated 18th October 2013.

2.0 EXECUTIVE SUMMARY


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2.1 PHYSICAL & FINANCIAL PROGRESS:

Cost of the Project: 900.51 CroresConstruction Period: 910 days Construction Time Lapse at the end of November 2013 : 196 days – 21.54%Construction Time Remaining at the end November 2013 : 714 days – 78.46%

Physical ProgressTill Last Month(Up to October

2013)

This Month(November

2013)

To Date(End of November 2013)

Scheduled (%) -- -- --

Actual (%) -- -- --

Financial Progress Till Last Month This Month To Date

Scheduled (%) 8.67 3.33 8.67

Actual (%) 17.08 3.56 20.64

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

2.2 REVIEW OF DESIGNS & DRAWINGS

STATUS OF DRAWING APPROVALS (Highways)

S. No Details of drawings

Submitted by Concession-

aire

Comments/ Conditional

Approval given by IC/

NHAI.

Resubmitted by Concessionaire

after incorporating all

comments

GFC drawings

issuedRemarks

ROAD

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

23.32 km No Resubmitted Yes

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

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


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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 NO YES YES NO

VEHICULAR UNDERPASS SUBMITTED APPROVED GFC ISSUED

1. 197+730 YES YES YES2. 202+780 NO NO NO3. 205+850 NO NO NO4. 209+076 YES YES YES5. 217+310 YES YES YES6. 225+507 NO NO NO7.235+600 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

2.3 STATUS OF MOBILISATION


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a) 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 DateProfessionals

1 Mr. Mohammed MusthafaBasha TL cum Sr. HE2 Mr. Ashok Gupta Sr. Bridge Design Engineer3 Mr. Mohan Raj Highway Design Engineer4 Mr. Sandeep M Battah Financial Expert 5 Mr. RajuChhabra Legal Expert6 Mr. ArifZafar Road/Safety Expert7 Mr. Murali Krishna Traffic Expert8 Mr. SubashKholekar Electrical Engineer9 Mr. PrateekThakkar Environmental Engineer

10 TBN HTMS/TE11 Mr. GunwantDeotale Horticulturist 12 Mr. Mohan Chawla Sr. Pavement Specialist13 Mr. K. Chandrasekhar Reddy Resident cum HE14 Mr. ShaikKhasimPeera Bridge/Structural Engineer15 Mr. J.K. Joshi Sr. Quality cum Material Expert

Sub Professionals 1 Mr. M Ankaiah Survey Engineer2 Mr.Packiaraj.C AHE (1)3 Mr. Elango C AHE (2)4 Mr. Jaganathan ABE (1)5 Mr.Dhakshinamurthy .R ABE (2)6 Mr. RejithBalakrishnan AME (1)7 Mr. Mohammed Rafi AME (2)8 Mr. KetanJibenkar CAD Expert

Administration Staff 1 Mr. V.P. Radhakrishnan Office Manager2 Mr. Shankar M Office Accountant3 Mr. Prasadan C Cashier4 Mr. Mohammed Rafi Steno 5 Mr. Vaisakhan M.S Computer Operator6 Mr. Manoj M Office Boy7 Mr. Vijayan K Xerox Operator8 Mr. Gopi Night Guard9 Mr. Manikandan Day Guard

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


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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 SiteSl. 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


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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

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


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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

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


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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’s

55 Bharat Benz 10 No’s

56 Bharat Benz (Rock Body) 4 No’s

57 AMW 18 No’s

58 Hino 10 No’s

59 Man 3 No’s

60 Ashok Leyland 9 No’s

Total: 88 No’s

61

Transit Mixers

Ashok Leyland 2 No.

62 TATA 2 No.

63 AMW 4 No.

64 Taurus 6 No’s

Total: 14 No’s

65 Eichers 6 No’s

66 Trailors 4 No’s

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

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

70 Ashok Leyland 1 No.

Total: 3 No’s

71 Tractor with Compressors 9 No’s

72 LMV’s 24 No’s

73 Two Wheelers 16 No’s

c) List of Lab Equipments Mobilized at Site


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Sl. No Description UnitEquipment Available

at LabRemarks


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

2 Hot air Oven size 600mm X600mm No 1

3 Electronic Weighing Balance 20Kg capacity No’s 1

4 Electronic Weighing Balance 10Kg capacity No’s 5

5 Electronic Weighing Balance 50 kg capacity No’s 3

6 Electronic Weighing Balance 200 gm capacity No’s 1

7 Electronic Weighing Balance 60 Kg capacity No’s 2

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

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

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

SOIL TESTING EQUIPMENTS

11 Plastic Limit Set Set 2

12 Cone Penetrometer Set 2

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

No’s 2

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



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



20 Sample Container 50mm No’s 6



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23 Spatula No’s 4

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

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

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

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

28 California Bearing Ratio Apparatus Electrically operated. No. 2

29 CBR Mould 150mm dia No’s 50

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

31 Surcharge Weight 2.5kgs No’s 100

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

33 Tripod Stand No’s 6

34 Cutting Collar No’s 7

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

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

Set 2

37

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

Set 2

38

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

Set 4

39 -do- 75microns and 90 microns Set 14

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


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AGGREGATE & CEMENT TESTING EQUIPMENTS

41 Flakiness index (Thickness gauge) No’s 5

42 Elongation index (Length gauge) No’s 7

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

44 Density Basket No’s 4

45 Riffle Box No’s 1

46 Aggregate Impact Tester. No’s 2

47 Slump Test Apparatus No’s 10

48 Tamping Rod No’s 9

49 Flow Table motorized as IS:5512 No. 1

50 Laboratory Concrete Mixer Motorized capacity 1 cuft No. 1

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

52 Gauging Trowel as per IS: 4031 No. 1

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

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

No’s 200

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

No’s 18

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

57 Motor Cube Vibrator or Vibrating Machine No’s 1

58 Le- chrtlier Apparatus Set 10

59 Core Drilling Machine No’s 1

60 Flexure Beams as IS: 516 No’s 9

BITUMEN & BITUMENIOUS TESTING EQUIPMENT

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

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


Page | 18



62 Flash & Fire Apparatus No’s 1

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

64 Dial Thermometer No’s 10

65 Depth Gauge - 12" No’s 10

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

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

68 Centrifuge Bitumen Extractor (Motorized) No’s 2

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

No’s 1

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

71 Marshall Rammer for 100mm mould No’s 8

72 Commercial Benzene Ltr 200

73 Say bolt Viscometer No. 1

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

75 Camber Board No. 1

76 Trays 45cm X 45cm Set 43

77 Rain Gauge No’s 3

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

79 Ten% fines value Apparatus No’s 1

80 Max - Minimum Thermometers No’s 5

81 Le- chatlier Flask No’s 4

82 Borosil jars 100ml No’s 8

83 Sand equivalent Apparatus No’s 1

84 Rubber Hammers No’s 4

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


Page | 19



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 | 20



2.4. a HIGHWAY PROGRESS LEANIER as on 30-11-2013

Sl. No

Description

Total length of the project(KM)

Length (Km) Completed in

November – 2013

Cumulative length (Km) Completed up to

November – 2013

LHS RHS LHS RHS LHS RHS

1 Embankment Top 53.885 53.885 1.8 2.5 22.00 24.650

2 Sub grade Top 53.885 53.885 6.04 3.12 9.900 9.550

3 GSB 53.885 53.885 3.600 4.04 3.600 6.300

4 WMM – 1st 53.885 53.885 -- -- -- --

5 WMM – 2nd 53.885 53.885 -- -- -- --

6 Kerb 53.885 53.885 -- -- -- --

7 DBM Top 53.885 53.885 -- -- -- --

8 BC Top 53.885 53.885 -- -- -- --

2.4. b HIGHWAY PROGRESS SERVICE ROADS

Sl. No Description

Total length of the Service Roads

(KM)

Length (Km) Completed in NOVEMBER-30th

Cumulative length (Km) Completed up to

NOVEMBER -30th

BHS LHS RHS LHS RHS

1 Clearing & Grubbing

47.230 0.500 0.300 1.800 0.900

2 Embankment Top 47.230 0.450 0.300 1.110 0.680

3 Sub grade Top 47.230 0.600 0.250 0.600 0.630

4 GSB 47.230 0.600 0.500 0.6 0.500

5 WMM – 1st 47.230 0.63 0.45 0.63 0.45

6 WMM – 2nd 47.230 0.63 0.45 0.63 0.45

7 Kerb 47.230 -- -- -- --

8 DBM Top 47.230 -- -- -- --

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

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




2.5 STATUS OF STRUCTURES PROGRESS UPTO 30thNovember 2013

SL. No. Description Total No. Completed In

ProgressBalance to be

Taken up Remarks

1 Pipe Culverts 22 15 5 22 Box Culverts 143 65 15 63

3 Minor Bridges 12 7 4 1 Approach slab not done

4 CUP / PUP 4 - 4 -5 VUP 7 - 3 46 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 ChettinadCementOPC 43 Grade.

SL.NO GRADE OF CONCRETE USED FOR

1 M15 PCC in Structures

2 M20 PCC in Structures


Page | 22



3 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 November 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 05 05 -2 Atterberg limits 05 05 -3 Free swell index 05 05 -4 Gradation 05 05 -5 CBR 01 01 -

WMM1 Gradation 15 152 Atterberg limits 15 153 AIV 08 084 FI & EI 08 08

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) 5 5 -7 Cement mortar cubes(7days) 4 4 -8 Cement mortar cubes(28days) 3 3 -

GSB TESTING Gradation 1918Atterbergs Limits 1818

AGGREGATE TESTING1 Gradation of 20mm 08 08 -2 Gradation of 12.5mm 08 08 -34

Gradation of SandCombined Gradation

0808

0808 -

5 AIV 08 08 -6 Flakiness Index 08 08 -


Page | 23



COMPRESSIVE STRENGTH OF CONCRETE OF CUBES1 M-15 PCC (7 days) 0 0 - -2 M-15 PCC (28 days) 17 17 - -3 M-20 (7 days) 2 2 - -4 M-20 (28 days) 0 0 _ 5 M-25 (7 days) 26 26 _ 6 M-25 (28 days) 74 74 _ 7 M-30 (7 days) 20 20 _8 M-30 (28 days) 67 67 _

910

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

050

050

__

11 M-35 (28 days) 45 45 _1213

M-40 (7 days)M-40(14 days)

0201

0201 -

13 M-40 (28 days) 02 02 -14 M-45 (7 days) 50 50 -15 M-45 (14 days) 38 38 -16 M-45 (21 days) 41 41 -17 M-45 (28 days) 134 134 -18 Grouting 28 28 -

Total Tests 728 727 1

Test Witnessed by IETest done by ConcessionaireTotal IE witnessed in %

728180740.29 %

MATERIALS SUPPLIERS


Page | 24



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 | 25



STATEMENT OF MONTHLY QUALITY CONTROL CONDUCTED up to 30.11.13


Unit Quantity Passed Failed Total Passed Failed Total Passed Failed Total

A

1

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

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

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

4. CBR As Required 0 0 0 0 57 0 57 0 57 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 138 0 138 0 1448 15 1463 0 1586 15 1601 0

2

1. ATTERBERG LIMIT OF CONSISTENCY 2 test/ 3000cum 38 0 38 22 296 0 296 280 334 0 334 302

2. MODIFIED PROCTOR 2 test/ 3000cum 38 0 38 22 296 0 296 280 334 0 334 302

5. FREE SWELL INDEX 2 test/ 3000cum 38 0 38 22 296 0 296 280 334 0 334 302

3.GRADATION/ SAND CONTENT 2 test/ 3000cum 38 0 38 22 296 0 296 280 334 0 334 302

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 606 42 648 590 12691 191 12882 12588 13297 233 13530 13178

3


2. MODIFIED PROCTOR 2 test/ 3000cum 22 0 22 14 35 0 35 31 57 0 57 45

3. FREE SWELL INDEX 2 test/ 3000cum 22 0 22 14 35 0 35 31 57 0 57 45

4.GRADATION/ SAND CONTENT 2 test/ 3000cum 22 0 22 14 35 0 35 31 57 0 57 45

5. CBR 1 test / 3000cum 10 0 10 7 15 0 15 31 25 0 25 38

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 1125 30 1155 1120 5592 66 5658 5486 6717 96 6813 6606

EARTH WORK-EMBANKMENT

EARTH WORK- SUB GRADE

Sl No.

DISCRIPTIONS OF ITEMS AND TYPE OF TESTS

Frequency as per MORT & H

THIS MONTH UPTO PREVIOUS MONTH UPTO DATE

Material Total Cumulative test required as

per MoRT & H

- - -

Actual Number of tests conducted Total Cumulative test done Actual Number of tests conducted Test Required as per MORT& H Specifications

Total Comulative

quantity tested

Test required as per

MORT & H

Total Cumulative

quantity

LAB TESTS

EARTH WORK- OGL

Cum 32615 419594 452209

Cum 20581 45804 66385


Sl No.





per MoRT & H


Total Comulative

quantity tested


MORT & H

Total Cumulative

quantity

4

1.GRADATION 1test / 200cum 74 3 77 62 11 0 11 6 85 3 88 68

2.ATTERBERG LIMIT OF CONSISTENCY 1test / 200cum 74 0 74 62 11 0 11 6 85 0 85 68

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 280 3 283 275 124 0 124 74 404 3 407 349

5

1. GRADATION 1 test/ 100cum 17 1 18 15 0 0 0 0 17 1 18 15


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 9 0 9 8 0 0 0 0 9 0 9 8

5. A.I.V./ L.A . 1 test/ 200cum 9 0 9 8 0 0 0 0 9 0 9 8

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 42 0 42 40 0 0 0 0 42 0 42 40

6

1. Quality of Binder

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

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

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

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

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

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

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

G.S.B.

W.M.M.

PRIME COAT

Per Lot

Sqm 0 0 0

Cum 12342 1225 13567

Cum 1508 0 1508




Page | 27


Sl No.





per MoRT & H


Total Comulative

quantity tested


MORT & H

Total Cumulative

quantity

10

1. QUALITY OF BINDER

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

C. Softening point 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

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

3. Stripping Value of Aggregates 0 0 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 0 0

5. Soundness 0 0 0 0 0 0 0 0 0 0 0 06. Waer Senstivity of Mix (Retained Tensile strength) 0 0 0 0 0 0 0 0 0 0 0 0

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

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

10. individual granding of each size of aggregate from dryer 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. Marshall Stability 1set/ 400mt or min 2test/ day 0 0 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 0 0

BITUMINOUS CONCRETE

BITUMIN (CRMB)

PER LOT MT 0 0

Cum 0 0

initially one set of three Rep. specimens

for each source of supply and when change in source

1 test/ 400mt subject to a min

2tests/ day/ plant




Page | 28


Sl No.





per MoRT & H


Total Comulative

quantity tested


MORT & H

Total Cumulative

quantity

12

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

3. Stripping Value of Aggregates 0 0 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 0 0

5. Soundness 0 0 0 0 0 0 0 0 0 0 0 06. Waer Senstivity of Mix (Retained Tensile strength) 0 0 0 0 0 0 0 0 0 0 0 0

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

8. Plasticity Index As Required 0 0 0 0 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 0 010. individual granding of each size of aggregate from dryer 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. Marshall Stability 1set/ 400mt or min 2test/ day 0 0 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 0 0

13

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 06. 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 0 010. 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

BITUMINOUS MACADAM

SEMI DENCE BITUMINOUS CONCRETE

Cum 0 0




2tests/ day/ plant

Cum 0 0




2tests/ day/ plant




Page | 29


Sl No.





per MoRT & H


Total Comulative

quantity tested


MORT & H

Total Cumulative

quantity

14

1. Gradation Of Fine Aggregates 1test/ week 8 0 8 0 100 0 100 108 0 108 0

2. Gradation of Aggregates (20mm) 1test/ week 8 0 8 0 100 0 100 108 0 108 0

3. Gradation of Aggregates (10mm) 1test/ week 8 0 8 0 100 0 100 108 0 108 0

4. Combined Grad. Of Aggregate. 1test/ week 8 0 8 0 100 0 100 108 0 108 0

5. F.I./ E.I.(20mm & 10mm) As Required 8 0 8 0 100 0 100 108 0 108 0

6. A.I.V. As Required 8 0 8 0 100 0 100 108 0 108 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

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

CONCRETE

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

0 0 0

Min. 4 Samples 0 0 0




Page | 30


Sl No.





per MoRT & H


Total Comulative

quantity tested


MORT & H

Total Cumulative

quantity

7 Days Compressive Strength

M-15 86 0 86 0 500 0 500 586 0 586 0

M-20 20 0 20 66 0 66 86 0 86 0

M-25 148 0 148 0 637 0 637 785 0 785 0

M-30 58 0 58 0 654 0 654 712 0 712 0

M-35 11 0 11 0 153 0 153 164 0 164 0

M-40 0 0 0 0 3 0 3 3 0 3 0

M-45 77 0 77 247 0 247 324 0 324 0

28 Days Compressive Strength 0

M-15 81 0 81 0 351 0 351 432 0 432 0

M-20 51 0 51 0 89 0 89 140 0 140 0

M-25 206 0 206 0 618 0 618 824 0 824 0

M-30 166 0 166 0 1001 0 1001 1167 0 1167 0

M-35 90 0 90 0 189 0 189 279 0 279 0

M-40 6 0 6 0 4 0 4 10 0 10 0

M-45 245 0 245 0 659 0 659 904 0 904 013.Comp. Strength of Grouting Cubes ( For PSC Grider ) In Nos 30 0 30 0 51 0 51 81 0 81 0

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

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

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

4510 26707 31217Cum

DLC

PQC

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 0 0

Cum 0 0




Page | 31


Sl No.





per MoRT & H


Total Comulative

quantity tested


MORT & H

Total Cumulative

quantity

15

Brand Name & Grade of Cement Tested

Physical

1. Consistency 4 0 4 0 27 0 27 31 0 31 0

2. Initial Setting Time 4 0 4 0 27 0 27 31 0 31 0

3. Final Setting Time. 4 0 4 0 27 0 27 31 0 31 0

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

5.Finness 4 0 4 0 27 0 27 31 0 31 0

6.Compressive Strength

3 days 5 0 5 0 27 0 27 32 0 32 0

7days 4 0 4 0 23 0 23 27 0 27 0

28days 5 0 5 0 15 0 15 20 0 20 0

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

B

19

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 A lumina 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

Cement

CEMENT

THIRD PARTY TEST RESULTS

01 lot per week no MT 0.0




Page | 32


Sl No.





per MoRT & H


Total Comulative

quantity tested


MORT & H

Total Cumulative

quantity

16

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

1. PH Value 0 0 0 0 8 0 8 8 0 8 0

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

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

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

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

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

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

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

18

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

19

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

Admixture

Water

Coarse aggregate

Fine aggregate

1 for every source and as required







Page | 33


Sl No.





per MoRT & H


Total Comulative

quantity tested


MORT & H

Total Cumulative

quantity

20 Rainforcement Steel

1. Brand/ Make of Steel 0 0 0 0 76 0 76 76 0 76 0

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

MECHANICAL TESTS

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

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

3.Elongation % 0 0 0 0 76 0 76 76 0 76 0

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

5. Bend Test 0 0 0 0 76 0 76 76 0 76 0

6 Rebend Test 0 0 0 0 76 0 76 76 0 76 0

7 Diameter 0 0 0 0 76 0 76 76 0 76 0

CHEMICAL TESTS

1. Carbon % 0 0 0 0 76 0 76 76 0 76 0

2. Phospourus % 0 0 0 0 76 0 76 76 0 76 0

3. Sulphur % 0 0 0 0 76 0 76 76 0 76 0

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

21

1. Nominal Diameter of strands 5 0 5 0 4 0 4 9 0 9 0

2. Phosphorus % 5 0 5 4 0 4 9 0 9 0

3. Sulphur % 5 0 5 4 0 4 9 0 9 0

4. Dia of the centre wire (mm) 5 0 5 4 0 4 9 0 9 0

5. Avg. Dia of 6 surrownding wires (mm) 5 0 5 4 0 4 9 0 9 0

6. Area (mm2) 5 0 5 4 0 4 9 0 9 0

7. Lay length (mm) 5 0 5 4 0 4 9 0 9 0

8. Wt. meter/ kgs 5 0 5 4 0 4 9 0 9 0

9. 0.2 % proof load (kn) 5 0 5 4 0 4 9 0 9 0

10. Breaking strength (kn) 5 0 5 4 0 4 9 0 9 0

11. Elomgation % 5 0 5 0 4 0 4 9 0 9 0

12. Modulus of elasticity (kn/ sqmm) 5 0 5 4 0 4 9 0 9 0

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

15 (Coils) 19 (Coils) 34 (Coils)

MT

BRIDGE ACCESSORIES (TATA STRANDS)


1 for every source and as required 430 2919 3349




Page | 34

22

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

C

23

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

1. Internal Diameter of Pipe 0 0 0 0 45 0 0 45 0 0 0

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

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

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

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

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

25

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

2. Barrel Wall Thickness (mm) 0 0 0 0 8 0 3 8 0 3 0

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

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

5.Hydrostatic Test 0 0 0 0 3 0 3 3 0 3 0

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

SOIL

HUME PIPE

(600 mm Dia)

( 1000 mm dia)

FACTORY TEST RESULTS

Every lot.

Every lot. Nos. 0 50 50


Nos. 0 60 60

(1200mm Dia)


Sl No.





per MoRT & H


Total Comulative

quantity tested


MORT & H

Total Cumulative

quantity




Page | 35


Sl No.





per MoRT & H


Total Comulative

quantity tested


MORT & H

Total Cumulative

quantity

26

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

9 0 9 0 12 0 12 21 0 21 0

2. DEFLECTION UNDER VERTICAL TEST LOAD 9 0 9 0 12 0 12 21 0 21 0

3. ROTATION TEST 5 0 5 0 10 0 10 15 0 15 0

4. HORIZONTAL LOAD TEST 5 0 5 0 5 0 5 10 0 10 0

27

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

POT CUM PTFE BEARINGS

STRIP SEAL EXPANSION JOINTS

Every lot. mts 0 564 564





Page | 36



2.7 : PRE CONSTRUCTION ACTIVITIES

2.7 a Land acquisition

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

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

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

Table 4.1 Details of land handed over to Concessionaire as of October 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 October 2013 1092987 1473517 2566504

3 Area made available in November 2013 21505 4607 26112

4 Balance land yet to be made available 9523 6400 15923

% of Land to be made Available 0.61%

2.7 bShifting of Utilities

As per the provisions of CA, 80% of Hindrance free land shall be handed over to the concessionaire on appointed date. The project is affected by the presence of trees, electric poles, and water supply lines. These have to be removed for work to be taken up status of effected length due to the presence of trees and utilities. Shifting water supply linesande shifting of Electrical lines is in progress.

2.7 cTree 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 3848Nos were cut and there is a balance about 517Nos to be cut and removed from site.


Page | 37



Details of Tree Cutting

2.7 dUtility 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. It is assessed a length of 64.5 Km BHS is hindrance due to non-clearance of Electrical utilities in the ROW.

Details of Electrical – Utility Shifting


Page | 38

From To From To1 182.250 183.000 0.750 1 0 1 28 209.000 210.000 1.000 2 0 22 183.000 184.000 1.000 1 5 6 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 2 0 24 185.000 186.000 1.000 0 66 66 31 212.000 213.000 1.000 1 0 15 186.000 187.000 1.000 0 68 68 32 213.000 214.000 1.000 0 2 26 187.000 188.000 1.000 1 0 1 33 214.000 215.000 1.000 1 2 37 188.000 189.000 1.000 4 0 4 34 215.000 216.000 1.000 6 0 68 189.000 190.000 1.000 1 0 1 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 1 0 1 37 218.000 219.000 1.000 9 10 1911 192.000 193.000 1.000 0 2 2 38 219.000 220.000 1.000 3 9 1212 193.000 194.000 1.000 0 1 1 39 220.000 221.000 1.000 6 7 1313 194.000 195.000 1.000 2 6 8 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 1 1 215 196.000 197.000 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 2 1 318 199.000 200.000 1.000 1 1 2 45 226.000 227.000 1.000 1 1 219 200.000 201.000 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 2 6 8 48 229.000 230.000 1.000 2 4 622 203.000 204.000 1.000 2 1 3 49 230.000 231.000 1.000 4 10 1423 204.000 205.000 1.000 4 0 4 50 231.000 232.000 1.000 4 12 1624 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 2 2 54 235.000 236.135 1.135 6 21 27

53.885 517Total Length Balance Trees

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 In progres -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 In progres 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 In progres Poles lifting completed & Tree cutting in progress49 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 In progres Work in progress , 1 No LT Crossing completed54 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

Total Electrical lines shifting length completed – 26.950 Kms.

S.NoChainage

Length Status of Work Remarks



Total Electrical lines shifting length completed – 26.950 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 In progres -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 In progres 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 In progres Poles lifting completed & Tree cutting in progress49 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 In progres Work in progress , 1 No LT Crossing completed54 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

Total Electrical lines shifting length completed – 26.950 Kms.

S.NoChainage

Length Status of Work Remarks



2.7 eUtility 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


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 0.900 0.100 214.600-215.500=0.900215.300 215.500 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 0.300 1.400 217.700-218.000=0.300217.900 218.400 0.500 90 mm PVC LHS 0.000 0.500

32.650 16.200 16.450Total 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 ACCEDENTS DURING THE MONTH IS NILn


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

Condition

Intersection Type and Control

Weather Conditoin Fatal Grevious Minor Non-

injured

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 Nov-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 October 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 Acting 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 August 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 01-11-2013 to 30-11-2013

Sl. No. DescriptionTotal No. of RFIs

submitted by Concessionaire

Attended/ Checked

by IE% age

attendedNo. of RFIs

approvedRemarks

1 For Materials 10 10 100% 10 2 For Highway 457 64 14% 64 3 For Structures 896 120 14% 120




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 5nos Pipe culverts, 2 nos. major bridges, 4 nos. minor bridges, 3 nos. VUP, 4 no’s of CUP/PUP. 15nos,Box culverts 1 No grade separator , 1 No ROB are in progress. 2 nos. pipe culverts, 63 nos. box culverts, 1 no. minor bridges, 4 nos. VUP to be taken up. Minor Bridges 7Nos(approach slab not done),Box culverts 65nos,Pipe culverts 15nos,. completed.

2. Highway progress, Embankment top 22.000 (LHS), 24.650 (RHS)kms. Sub grade top 9.900 (LHS), 9.550 (RHS)kms. Completed, GSB 3.600(LHS) , 6.300(RHS) Completed.WMM 2.4Kms (LHS) 3.0 Kms (RHS), Completed. Road Kerb work in progress.DBM, 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. Km203+900Fly over Girders reinforcement and shuttering checked and found correct. 12. Km183+035 Minor Bridge Flank no10 reinforcement and shuttering checked and found

correct. 13. Km207+900 Major Bridge Pier Cap P5 top level, side shuttering and reinforcement

checked. Allowed for concreting.14. Toll plaza building works at Km 189+340 LHS in progress, Admin Building frame work in

progress.15. Km 224+895 Minor Bridge Girders reinforcement and shuttering checked and found

correct .16. Km 217+500 VUP wall lifts reinforcement and shuttering checked and found correct.17. Km 222+622 PUP Abutment cap top level, side shuttering and reinforcement checked.

Allowed for concreting.18. Km227+560 Box Culvert LHS, Retaining wall founding level checked and concrete laid.19. 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.


Page | 44



31. Adjacent to the structures and culverts walls on embankment side to be filled with Filter mediaand 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.

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 | 45



2.17 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 Min0C1 01-Nov-13 29.8 23.0 31.3 25.1 0.0 20.32 02-Nov-13 30.5 23.2 30.6 24.6 0.0 0.03 03-Nov-13 29.5 24.2 32.1 25.9 0.3 0.34 04-Nov-13 28.5 23.5 30.9 24.8 0.0 0.05 05-Nov-13 29.0 24.0 30.8 25.6 0.0 0.06 06-Nov-13 29.3 23.0 31.4 25.1 0.0 0.07 07-Nov-13 30.3 24.5 30.6 25.3 0.0 0.08 08-Nov-13 31.4 25.9 31.4 24.6 0.0 0.09 09-Nov-13 32.0 24.5 32.8 25.8 0.0 0.0

10 10-Nov-13 31.0 23.0 31.6 26.0 0.0 0.011 11-Nov-13 32.0 24.5 32.9 25.3 0.0 0.012 12-Nov-13 32.9 23.4 30.9 25.1 0.2 0.013 13-Nov-13 31.5 26.4 32.5 25.8 0.0 0.014 14-Nov-13 29.0 24.0 32.9 24.9 0.0 0.015 15-Nov-13 30.0 23.5 33.1 25.6 0.0 1.016 16-Nov-13 29.5 24.6 32.6 26.1 0.0 0.017 17-Nov-13 30.0 23.6 33.1 25.8 0.0 0.018 18-Nov-13 31.3 24.5 33.2 25.9 9.2 0.019 19-Nov-13 32.4 23.0 33.1 26.2 0.0 0.020 20-Nov-13 31.5 24.5 32.6 25.2 0.0 0.021 21-Nov-13 29.9 23.0 32.9 25.4 0.0 4.022 22-Nov-13 30.5 23.5 33.1 26.3 0.0 0.023 23-Nov-13 29.5 24.0 32.9 24.9 0.0 0.024 24-Nov-13 30.0 23.5 31.4 25.2 24.2 0.325 25-Nov-13 29.5 24.0 30.9 25.7 0.0 0.026 26-Nov-13 30.0 24.5 30.4 25.0 0.0 0.027 27-Nov-13 31.5 23.0 31.1 25.4 0.0 0.028 28-Nov-13 30.0 24.0 32.4 25.8 0.0 5.629 29-Nov-13 30.9 23.5 31.6 25.1 0.0 0.030 30-Nov-13 31.3 24.1 31.2 25.6 0.0 0.0

This Month Total Rain fall: mm 33.9 31.5upto previous Month Rainfall: mm 1843.5

Total Rainfall: mm 1908.9


Page | 46



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 | 49

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 | 50

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 | 52



7.BAR CHART SHOWING THE DETAILS OF HIGHWAY PROGRESS


Page | 53



KMCHAINAGE 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

LHSRHS

KMCHAINAGE 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

LHSRHS

KMCHAINAGE 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

LHSRHS

KMCHAINAGE 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

LHSRHS

KMCHAINAGE 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

LHSRHS

KMCHAINAGE 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

LHSRHS

KMCHAINAGE 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

LHSRHS

KMCHAINAGE 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

LHSRHS

KMCHAINAGE 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

LHSRHS

KMCHAINAGE 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

LHSRHS

KMCHAINAGE 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

LHSRHS

BC DBM WMM GSB SG EMB C&G

KM :235.000 TO 236.000 KM :236.000 TO 237.000

KM :230.000 TO 231.000 KM :231.000 TO 232.000

KM :232.000 TO 233.000 KM :233.000 TO 234.000 KM :234.000 TO 235.000

KM :225.000 TO 226.000

KM :216.000 TO 217.000

KM :217.000 TO 218.000 KM :218.000 TO 219.000 KM :219.000 TO 220.000

KM :226.000 TO 227.000

KM :227.000 TO 228.000 KM :228.000 TO 229.000 KM :229.000 TO 230.000

KM :220.000 TO 221.000 KM :221.000 TO 222.000

KM :222.000 TO 223.000 KM :223.000 TO 224.000 KM :224.000 TO 225.000

KM :212.000 TO 213.000 KM :213.000 TO 214.000 KM :214.000 TO 215.000 KM :215.000 TO 216.000

KM :206.000 TO 207.000

KM :207.000 TO 208.000 KM :208.000 TO 209.000 KM :209.000 TO 210.000 KM :210.000 TO 211.000 KM :211.000 TO 212.000


KM :196000 TO 197.000

KM :197.000 TO 198.000 KM :198.000 TO 199.000 KM :199.000 TO 200.000 KM :200.000 TO 201.000 KM :201.000 TO 202.000


KM :185.000 TO 186.000 KM :186.000 TO 187.000

KM :187.000 TO 188.000 KM :188.000 TO 189.000 KM :189.000 TO 190.000

KM :182.000 TO 183.000 KM :183.000 TO 184.000 KM :184.000 TO 185.000

KM :190.000 TO 191.000 KM :191.000 TO 192.000

8.Linear Wise LHS & RHS Main Carriageway Status LHS – MCWIndependent 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 | 54



Sl No.

ChainageLengt

h

Progress Status

From To C & G EMB Top

SG TOP

GSB Top

WMM Top

Prime/TackCo

atDMB BC

1 182.250 183.000 0.750 0.750 2 183.000 184.700 1.700 1.700 1.700 3 184.700 185.100 0.400 0.400 0.400 0.400 0.400 0.400 4 185.100 185.200 0.100 0.100 0.100 0.100 5 185.200 185.400 0.200 0.200 0.200 0.200 0.200 0.200 6 185.400 185.700 0.300 0.300 0.300 0.300 7 185.700 186.700 1.000 1.000 1.000 1.000 1.000 1.000 8 186.700 186.800 0.100 0.100 0.100 0.100 9 186.800 187.900 1.100 1.100

10 187.900 188.200 0.300 0.300 0.300 11 188.200 192.100 3.900 3.900 12 192.100 193.300 1.200 1.200 1.200 1.200 1.200 1.200 13 193.300 193.400 0.100 0.100 0.100 14 193.400 193.700 0.300 0.300 15 193.700 194.000 0.300 0.300 0.300 16 194.000 194.400 0.400 0.400 17 194.400 195.500 1.100 1.100 1.100 1.100 18 195.500 197.000 1.500 1.500 19 197.000 197.600 0.600 20 197.600 199.200 1.600 1.600 21 199.200 199.500 0.300 0.300 0.300 0.300 22 199.500 201.000 1.500 1.500 23 201.000 201.200 0.200 0.200 0.200 24 201.200 201.600 0.400 0.400 0.400 0.400 25 201.600 201.700 0.100 0.100 0.100 26 201.700 202.400 0.700 27 202.400 202.700 0.300 0.300 28 202.700 203.500 0.800


Page | 55



29 203.500 203.800 0.300 0.300 30 203.800 204.000 0.200 0.200 0.200 0.200 0.200 31 204.000 205.000 1.000 1.000 32 205.000 207.600 2.600 2.600 2.600 33 207.600 209.100 1.500 1.500 34 209.100 209.700 0.600 0.600 0.600 35 209.700 213.000 3.300 3.300 36 213.000 214.200 1.200 1.200 1.200 37 214.200 214.400 0.200 0.200 38 214.400 214.900 0.500 39 214.900 215.100 0.200 0.200 40 215.100 215.300 0.200 0.200 0.200 41 215.300 215.600 0.300 0.300 42 215.600 215.900 0.300 43 215.900 217.000 1.100 1.100 44 217.000 218.200 1.200 45 218.200 218.400 0.200 0.200 0.200 46 218.400 218.900 0.500 0.500 47 218.900 219.500 0.600 0.600 0.600 48 219.500 219.900 0.400 0.400 0.400 0.400 49 219.900 220.400 0.500 0.500 0.500 50 220.400 220.900 0.500 0.500 51 220.900 221.200 0.300 0.300 0.300 52 221.200 221.500 0.300 0.300 53 221.500 222.000 0.500 54 222.000 222.900 0.900 0.900 55 222.900 223.200 0.300 0.300 0.300 56 223.200 223.800 0.600 0.600 57 223.800 226.300 2.500 2.500 2.500 58 226.300 226.400 0.100 0.100 0.100 0.100 59 226.400 226.800 0.400 0.400 0.400 60 226.800 226.900 0.100 0.100 0.100 0.100 61 226.900 227.200 0.300 0.300 0.300 0.300 0.300


Page | 56



62 227.200 228.800 1.600 1.600 1.600 1.600 63 228.800 229.500 0.700 0.700 0.700 0.700 0.700 64 229.500 229.600 0.100 0.100 0.100 65 229.600 229.900 0.300 0.300 66 229.900 230.100 0.200 0.200 0.200 67 230.100 230.300 0.200 0.200 68 230.300 231.000 0.700 0.700 0.700 0.700 69 231.000 231.100 0.100 0.100 0.100 70 231.100 231.300 0.200 0.200 71 231.300 231.700 0.400 72 231.700 231.800 0.100 0.100 0.100 73 231.800 231.900 0.100 0.100 0.100 0.100 74 231.900 232.100 0.200 0.200 75 232.100 232.400 0.300 0.300 0.300 0.300 76 232.400 233.000 0.600 0.600 77 233.000 233.700 0.700 0.700 0.700 0.700 78 233.700 234.000 0.300 0.300 79 234.000 234.200 0.200 0.200 0.200 80 234.200 234.600 0.400 0.400 81 234.600 234.800 0.200 82 234.800 235.800 1.000 1.000 1.000 83 235.800 236.135 0.335 0.335

Total: 45.835

22.000 9.900 3.600 2.400


Page | 57



9.STATUS OF RHS MAIN CARRIAGEWAY. RHS – MCW

Sl No.

ChainageLengt

h

Progress Status

From To C & G EMB Top

SG TOP

GSB Top

WMM Top

Prime/TackCoa

tDMB BC

1182.25

0182.40

0 0.150 0.150 0.150 0.150

2182.40

0184.10

0 1.700 1.700 1.700 1.700 1.700 1.700

3184.10

0187.00

0 2.900 2.900 2.900

4187.00

0187.70

0 0.700 0.700

5187.70

0187.80

0 0.100 0.100 0.100 0.100

6187.80

0189.10

0 1.300 1.300 1.300 1.300 1.300 1.300

7189.10

0189.50

0 0.400 0.400 0.400 0.400

8189.50

0190.90

0 1.400 1.400 1.400 1.400 1.400

9190.90

0191.40

0 0.500 0.500 0.500 0.500

10191.40

0197.40

0 6.000 6.000 6.000

11197.40

0198.00

0 0.600 0.600

12198.00

0198.60

0 0.600 0.600 0.600

13198.60

0203.70

0 5.100 5.100

14203.70

0204.20

0 0.500 0.500 0.500 0.500

15204.20

0207.00

0 2.800 Independent Engineering Services for Four Laning of Walayar - Vadakkancherry Section in Kerala (Km. 182+250 to Km. 240+000 of NH-47) – Package NS-2/BOT/KL-2 on DBFOT (Toll) Basis under NHDP Phase II

Page | 58



16207.00

0207.60

0 0.600 0.600 0.600

17207.60

0209.30

0 1.700 1.700

18209.30

0210.20

0 0.900 0.900 0.900

19210.20

0211.30

0 1.100 1.100 1.100 1.100

20211.30

0212.70

0 1.400 1.400 1.400

21212.70

0213.20

0 0.500 0.500

22213.20

0213.30

0 0.100 0.100 0.100

23213.30

0213.90

0 0.600 0.600

24213.90

0214.20

0 0.300 0.300 0.300

25214.20

0214.40

0 0.200

26214.40

0214.50

0 0.100 0.100 0.100

27214.50

0214.70

0 0.200 0.200

28214.70

0215.20

0 0.500

29215.20

0216.00

0 0.800 0.800 0.800

30216.00

0216.60

0 0.600 0.600

31216.60

0217.20

0 0.600 0.600 0.600

32217.20

0217.60

0 0.400 0.400

33217.60

0218.20

0 0.600

34218.20

0218.40

0 0.200 0.200


Page | 59



35218.40

0219.20

0 0.800

36219.20

0221.30

0 2.100 2.100

37221.30

0221.60

0 0.300 38 221.60

0221.70

00.100 0.100 0.100

39221.70

0222.00

0 0.300

40222.00

0222.20

0 0.200 0.200

41222.20

0222.30

0 0.100 0.100 0.100

42222.30

0222.70

0 0.400 0.400

43222.70

0223.00

0 0.300 0.300 0.300

44223.00

0224.10

0 1.100 1.100

45224.10

0224.20

0 0.100 0.100 0.100

46224.20

0224.50

0 0.300 0.300 0.300 0.300 0.300

47224.50

0224.60

0 0.100 0.100

48224.60

0224.90

0 0.300

49224.90

0225.50

0 0.600 0.600

50225.50

0226.00

0 0.500

51226.00

0226.50

0 0.500 0.500 0.500 0.500

52226.50

0227.20

0 0.700

53227.20

0228.80

0 1.600 1.600 1.600 1.600 1.600


Page | 60



54228.80

0229.60

0 0.800 0.800

55229.60

0230.30

0 0.700

56230.30

0231.00

0 0.700 0.700

57231.00

0232.50

0 1.500

58232.50

0232.70

0 0.200

59232.70

0233.00

0 0.300

60233.00

0234.00

0 1.000 1.000

61234.00

0234.20

0 0.200 0.200

62234.20

0236.13

5 1.935 1.935 Total: 43.98

524.65

0 9.550 6.300 3.000


Page | 61



10.Highway Layer Wise Bar ChartKm. 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

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

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

SG Top # 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-2 # 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-1 # 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

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

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

LEFT SIDE

Chainage (KM)

RIGHT SIDE

Remark



Km. 188+000 – Km. 194+000


Page | 63

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 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 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

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

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

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

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

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

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

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

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

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

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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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. 218.000 – Km. 224.000


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

C&G 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 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

218

219

220

221

222

223

224

C&G 1 1 0 0 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 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

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 0 1 1 1 1 1 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 1 1 1 0 1 1 1 1 1 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 1 1 1 1 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. 224.000 – Km. 230.000


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

Excavation 1 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 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-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 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 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 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 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

RIGHT SIDE

LEFT SIDE

Chainage (KM)

Remark



Km. 230+000 – Km. 236+135


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 # 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 1 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 1 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 1 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 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 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 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 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 # 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 | 71

As Per C.A As Per Site

190+440 NF 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

196+255 NF 1x1.0m Dia202+605 NF 1.0x1.0 m Dia

0.1 0.1 0.1 0.1 0.1 0 0.1 0.1 0.1 203+600 203+600 CA 1x1m dia204+000 204+000 CA 1.0x1.0 Converted from Box to Pipe Culvert

204+100 204+100 CA 1.0x1.00 Converted from Box to Pipe Culvert


204+320 204+311 CA 1.0x1.0 Converted from Box Re-construction to Pipe Culvert

0.1 0.1 0.1 0.1 0.1 205+480 205+485 CA 1.0x1.0 Existing Pipe


206+264 NF 1.0x1.0 m Dia0.1 0.1 0.1 0.1 0.1 206+432 NF 1.0x1.0 m Dia

206+320 206+928 CA 1.0x1.0208+592 208+588 CA 1x1m dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

208+600 NF 1.0x1.0 m Dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

208+700 NF 1.0x1.0 m Dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

208+996 NF 1.0x1.0 m Dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

209+376 209+373 CA 1x1m dia 0.1 0.1 0.1 0.1 0.1 0.1 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 1.0x1.0 m Dia 0.1 0.1 0.1 0.1 0.1 0.1 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+626 209+626 CA 1x1m dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

209+776 209+774 CA 1x1m dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

209+862 209+864 CA 1x1m dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

210+017 210+013 CA 1x1m dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

210+251 210+248 CA 1x1m dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

210+676 210+676 CA 1x1m dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

210+680 210+764 CA 1x1m dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

211+160 NF 1.0x1.0 m Dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Remarks

Head

WAL

L

CA / NF As per ProposalChainage

1st L

ift

Pipe

Layi

ng

2nd L

ift

Fina

l Lift

Crad

le Co

ncre

te

Enca

sem

ent

Misc

ellan

eous

Item

s

Head Wall

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 Levelling Course

Head

Wall

E Work Levelling Course

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

As Per C.A As Per Site

Remarks

Head

WAL

LCA / NF As per ProposalChainage

1st L

ift

Pipe

Layi

ng

2nd L

ift

Fina

l Lift

Crad

le Co

ncre

te

Enca

sem

ent

Misc

ellan

eous

Item

s

Head Wall

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 Levelling Course

Head

Wall

E Work Levelling Course

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

211+160 NF 1.0x1.0 m Dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

211+306 211+303 CA 1x1m dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

211+497 211+495 CA 1x1m dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

211+710 NF 1.0x1.0 m Dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

211+822 211+817 CA 1x1m dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

211+957 211+953 CA 1x1m dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

212+184 212+181 CA 1x1m dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

212+332 212+328 CA 1x1m dia 0.1 0.1 0.1 0.1 0.1 0.1 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 1x1m dia 0.1 0.1 0.1 0.1 0.1 0.1 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 1x1m dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 213+354 NF 1.0x1.0 m Dia 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

214+640 214+743 CA 1x1m dia0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 216+357 216+351 CA 1.0x1.0 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 1.0x1.0 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 1.0x3.0 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+003 NF 1.0x1.0 Converted from Box to Pipe Culvert

223+370 223+363 CA 1.50x1.0 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 1.0x1.0 m Dia0.1 0.1 0.1 0.1 225+257 225+251 CA 1.5x1.5 Converted from Box to Pipe Culvert

225+376 NF 1.0x1.0 Converted from Box to Pipe Culvert


225+838 225+830 CA 1.5x1.0 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 51Total No. of HPC:




Page | 72



b.Box Culverts


Page | 73

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 0.1 184+392 183+662 CA 1.0x1.00.1 0.1 183+972 NF 1.0x1.0

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 0.1 184+974 184+934 CA 1.0X1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 185+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

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 0.1 191+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 0.10.1 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

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

Remarks

Para

pet

Slab

2nd L

ift A

2

2nd L

ift A

1

1st L

ift A

2

Leve

lling C

ourse

CA / NF

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


Remarks

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 1.0X1.00.1 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 0.1 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 0.10.1 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 1.0x1.200.1 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 1.5x1.5195+920 NF 1.0x1.0

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 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 197+703 NF 1.0x1.0

198+492 198+498 CA 1.0x1.00.1 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 0.1 199+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 0.1 200+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

200+328 NF 1.0x1.0200+420 200+429 CA 1.0x1.0202+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

0.1 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 0.1202+651 NF 1.0x1.0

203+140 203+140 CA 1.0x1.00204+820 204+823 CA 4.0x4.80




Page | 74

217+018 217+011 CA 1.0x1.0217+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 0.1 217+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 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 0.1 218+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 0.1 218+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 0.1218+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

219+651 219+643 CA 1.0x2.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 220+235 NF 1.5x3.0

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-construction

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 0.10.1 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 0.1

222+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


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

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


Remarks

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 | 75

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


Remarks

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 0.1 224+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 0.1 224+409 224+407 CA 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 0.1 224+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


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 0.1 226+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

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 0.1 227+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 0.1 227+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 0.1

0.1 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 2.5x2.00.1 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

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 230+057 229+974 CA 1.0x1.50.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 229+983 230+048 CA 2.0x3.0




Page | 76

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


Remarks

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 1.5x1.5

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 0.1 231+751 NF 1.5x1.0

0.1 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 3.0x1.0

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 232+172 NF 1.0x1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 232+346 232+339 CA 1.0x2.0

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 232+425 232+417 CA 2.5x3.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 232+497 232+488 CA 1.5x2.0

232+666 232+657 CA 1.0x1.0233+093 NF 2.0x1.0233+212 NF 3.0x1.50233+398 NF 1.5x1.5

233+804 233+792 CA 1.5x1.0235+410 235+474 CA 1.0x1.0235+590 235+585 CA 1.0x1.0235+633 235+795 CA 1.0x1.50

Existing 142Total No Of Box Culverts :




Page | 77



C.Minor Bridges


Page | 78

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

Excavation -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1 0.1 0.1

Levellling Course -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1 0.1 0.1

Raft -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1 0.1 0.1

1st Lift -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1 0.1 0.1

2nd Lift -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1 0.1 0.1

3rd Lift -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1 0.1 0.1

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

Pier Cap -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- -------- 0.1 0.1 0.1

Excavation -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 0.1 0.1 0.1

Levellling Course -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 0.1 0.1 0.1

Raft -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 0.1 0.1 0.1

1st Lift -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 0.1 0.1 0.1

2nd Lift -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- 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

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

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

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

Slab A1 To P1 -------- -------- -------- -------- -------- -------- 0.1 -------- -------- -------- -------- --------

Slab A1 To A2 0.1 0.1 0.1 0.1 -------- 0.1 0.1 0.1 --------

Slab P1 To P2 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- --------

Slab P1 To A2 -------- -------- -------- -------- -------- -------- 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 | 79

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 0.1Levelling 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 0.1Raft 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.11st 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 0.1Abutment Cap 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1Dirt Wall -Slab - 0.1Excavation 0.1 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 0.1Raft 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.11st 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 0.1Abutment Cap 0.1 0.1 - 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1Dirt Wall -Slab - 0.1

4 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



E.Major Bridges


Page | 80

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

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

P7

P1 P2 P3 P4

A2P6

A1

Stage of works

Stage of works

198+

870

(MJB

)

Stage of works

P5



F.Grade Separator


Page | 81

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

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

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

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

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

P8

0.1 0.10.1

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 0.10.1

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

)

0.10.1 0.1



12.Progress Vs Achievement against Scope of Work


Page | 82

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

Blocks

107.77 107.77 107.77 107.77 107.77 107.77 107.77 107.77 51 142 4 4 12 2 40 220 200 660000

89.82 46.650 19.540 9.900 5.400 0.000 0.000 0.000 28 83 0 0 8 0 40 161 157 141303

9.52 4.300 9.25 7.640 5.400 0.000 0.000 0.000 7 17 0 0 4 0 0 28 41 30815

83% 43% 18% 9% 5% 0% 0% 0% 55% 58% 0% 0% 67% 0% 100% 73% 79% 21%

SUMMARY

During the Month% of Work done

Scope

Achievement



13.“S” CURVE


Page | 83

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

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

% 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

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

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

COMMENCEMENT DATE 18-May-2013 Concessionare : KNR Walayar Tollways Private Limited. CONSTRUCTION PERIOD 910 Days

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

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

3.31 6.1

1 11.37

13.20 14.60 17

.08 20.64

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.

COS Proposal of ConcessionaireS.No

Description of Item Unit QtyNet Cost

Implication (Rs/-)

1Additional culverts-New found, deviations in the existing culverts in length & size

Nos 44 9,88,40,764

2 Additional Service Roads incl. Electrification Km 6.3

933,62,68,07

63 Repair & Rehabilitation of Existing

bridges Nos 16 13,99,94,957

4

Grade separator at km.225.507

Nos 1(-)

22,31,73,275

i)with span arrangement of 1x45m as VUPii) with span arrangement of 2x7x25+1x45 as Grade separator

5 New VUP at km.202.780- 1x25 m –Pollachi Junction Nos 1 15,71,55,81

36 New VUP at km.205.850- 1x25 m -

Chitoor Junction Nos 1 12,90,18,334

7 Service road bridges at Km.213.160-Both sides- Deviation from CA No 1 6,33,28,130

8Service road on RHS of CUP at Km.187.350 – Deviation due to RE wall

No 1 2,16,31,696

9

Deviation in ROB structure –Increase in cost

Nos 1i) Due to increase in width from 12m to 13.7m 41,12,307ii)Due to increase in span of ROB from 6.5m to 30.676m(Skew) 1,94,03,967




iii) Due to increase in height of RE wall and earth filling in ROB 4,98,48,596iv) Due to increase in height of VUP at km.209.076 3,32,98,643

10Pedestrian underpass at km.216.400 with 3.0m height shifted to Km216.337and modified to 4.5m –Kuzhalmannam

Nos 1 1,22,79,620

11Pedestrian underpass at km.223.530 to be modified to 4.5m in lieu of 3.0 m height –Erimayur

Nos 1 1,31,58,858

12 Bus Shelters Nos 49 4,43,51,860Total Amount 111,85,79,

314


Page | 85



15.Photographs on Site Activities

Girder Erection in Progress RE Wall Erection in Progress

201+295 MNB Completed Planks Fixing in Progress Witness by


Page | 86



Bearings Testing Bearings Testing

WMM Plant Calibration Static Pile Load Test Visit by IE & Railway Representatives

Preparing for Static Pile Load Test WMM Top Completed


Page | 87




Page | 88

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