TABLE OF CONTENTS - Online PIU Information System ...nhai.org.in/spw/IEReport/MAIN REPORT (pages...

Artefact Projects LtdIndependent Engineer

M O N T H L Y P R O G R E S S R E P O R T J U L Y 2 0 1 3

1.0 PROJECT OVERVIEW

1.1 PROJECT BACKGROUND

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

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

1.2 THE SITE

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

1.3 THE CONCESSION AGREEMENT

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

1.4 INDEPENDENT ENGINEERING SERVICES

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

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

1.5 THE SCOPE OF PROJECT

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

Construction of Project Highway 53.885 Kms Construction of Service Roads with RCC Drains. 47.230 Km Construction of Grade Separated Intersections 2 Nos. Construction of Major Junctions 9 Nos.

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 pg. 1



Construction of Minor Intersections 36 Nos. Construction of Major Bridges 2 Nos. Construction of Rail Over Bridges 1 Nos. Construction of Vehicular Under Passes 4 Nos. Construction of Cattle Under Passes 4 Nos. Construction of Minor Bridges 12 Nos. Construction of Culverts 148 Nos. Construction of toll Plaza at Km 344+438 1 Nos. Construction of Bus bays & Bus Shelter 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 Walayar Tollways Pvt. 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,Plot No. 114, Phase-I, Kavuri Hills,




Jubilee Hills, Hyderabad – 500 033, Andhra Pradesh.

ix. Lenders Independent Engineer (LIE) : Feedback Infra Limited, Bengaluru

x. Lenders Legal Council (LLC) : India Law Services, New Delhi

xi. Lenders Insurance Advisor (LIA) : India Insurance

PROJECT TIMELINES

xii. Date of Submission of Bid : 30th June, 2010.

xiii. Date of LOA : 03rd August , 2012

xiv. Date of Concession Agreement : 17th September, 2012

xv. Appointed Date : 18th May, 2013

xvi. Construction Period : 910 Days

xvii. Scheduled Project Completion : 13th November, 2015Date

xviii. Concession Period : 20 Years (Including Construction Period)xix. Anticipated End of Concession Period : 17th May 2033

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 17.44Total Non-EPC Cost 27.56Premium to be paid on COD 0.00Total Capital Cost (excluding IDC) 818.06IDC 82.46Total Project Cost (including IDC) 900.51

Sl. Particulars Amount %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 pg. 3



No. (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

xx. Project Length : 53.885 Kms




xxi. Service Roads : LHS : 3.500 Kms RHS : 0.990 Kms BHS : 42.740 Kms Total : 47.230 Kms

xxii. Major Intersections : 9 No’s

xxiii. Minor Junctions : 36 No’s

xxiv. Grade Separated Intersections : 2 No’s

xxv. Underpasses : VUP’s : 4 No’sCUP’s : 4 No’s

Total : 8 Nos xxvi. Major Bridges : 2 No’s

xxvii. ROB : 1 No.

xxviii. Minor Bridges : 12 No’s

xxix. Culverts : Reconstruction : 17 No’s New Construction/ Widening : 148 No’s

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

xxxi. Bus Bay and Bus Shelters : LHS : 26 No’sRHS : 23 No’s

Total : 49 No’s

xxxii. Truck Lay bays : Nil

xxxiii. Rest Areas : Nil

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

xxxv. Financial Progress Up to 31st July-2013 : 11.37 %

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 : 1.5 mtrs to 4.5 mtrs: 1.0m (at Median openings)

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




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

viii. Super Elevation : 7% (Maximum)

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

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

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

LHS : 13.678 Kms. RHS : 11.452 Kms.

c) Transition : 3.763 Kms.Total : 57.750 Kms.

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 – 236.140

Design CBR Value in % 10 10

Design Traffic in MSA 63 (up to end of Concession Period)

77 (up to end of Concession Period)

Wearing Course (BC), mm 45 50

Binder Course (DBM), mm 115 120

Base Course (WMM), mm 250 250

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

Sub-grade layers, mm 500 500

Direction: Vadakkancherry to Walayar

Homogeneous Section HS-01 HS-02




Existing 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 76 (up to end of Concession Period)

66 (up to end of Concession Period)

Wearing Course (BC), mm 50 45

Binder Course (DBM), mm 120 115

Base Course (WMM), mm 250 250

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

Sub-grade layers, mm 500 500

xv. Pavement Design for Service Roads / Slip Roads

Design CBR Value in % 10

Design Traffic in MSA 5

Wearing Course (SDBC), mm 25

Binder Course (DBM), mm 50

Base Course (WMM), mm 250

Granular Sub-base Course (GSB), mm 150

Sub-grade layers, mm 500

2.0 EXECUTIVE SUMMARY

2.1 PHYSICAL & FINANCIAL PROGRESS:




Cost of the Project: 900.51 CroresConstruction Period: 910 days Construction Time Lapse at the end of July 2013 : 74 days – 8.13%Construction Time Remaining at the end July 2013 : 836 days – 91.8%

Physical Progress Till Last Month This Month To Date

Scheduled (%) -- -- --

Actual (%) -- -- --

Financial Progress Till Last Month This Month To Date

Scheduled (%) 1.5 1.49 2.99

Actual (%) 6.11 5.26 11.37

Note: The S – Curve of the Financial Progress is shown in Annexure – 10.

2.2 REVIEW OF DESIGNS & DRAWINGS

STATUS OF DRAWING APPROVALS (Highways)

S. No Details of drawings

Submitted by Concessionai

re

Comments/ Conditional

Approval given by IC/

NHAI.

Resubmitted by Concessionaire

after incorporating all

comments

GFC drawings

issuedRemarks

ROAD

1Plan & Profile182+250 to 202+000 (19.75 Kms)

19.75 km No No No

206+000 to 233+000 (27 Kms) 27 km No No No

2 Typical Cross-section (Total 10 Nos) 17 17 17 No

3 Miscellaneous Drawings No No No No

STATUS OF DRAWING APPROVALS (STRUCTURES)

MAJOR BRIDGES

SUB STRUCTURE SUPER STRUCTURESUBMITTED APPROVED GFC

ISSUED SUBMITTED APPROVED GFC ISSUED

1.198+870 YES NO NO YES NO NO2.207+900 YES NO NO YES NO NO

MINOR BRIDGES

SUB STRUCTURE SUPER STRUCTURESUBMITTED APPROVED GFC

ISSUED SUBMITTED APPROVED GFC ISSUED

1.182+2372.190+970 YES NO NO YES NO NO3.194+470 YES NO NO YES NO NO4.201+295 YES NO NO YES NO NO5.204+680 YES NO NO YES NO NO6.209+950 YES NO NO YES NO NO




7.213+160 YES NO NO YES NO NO8.214+272 YES NO NO YES NO NO9.219+570 YES NO NO YES NO NO10.222+165 YES NO NO YES NO NO11.224+902 YES NO NO YES NO NO12.235+180 NO NO NO NO NO NO

GRADE SEPARATOR SUB STRUCTURE SUPER STRUCTURE

SUBMITTED APPROVED GFC ISSUED SUBMITTED APPROVED GFC

ISSUED1.203+900 YES NO NO NO NO NO 2.225+507 NO NO NO NO NO NO

VEHICULAR UNDERPASS SUBMITTED APPROVED GFC ISSUED

1. 197+730 YES NO NO2. 209+076 NO NO NO3. 217+310 YES NO NO4.235+600 NO NO NO

PEDESTRIAN UNDERPASS SUBMITTED APPROVED GFC ISSUED

1. 187+350 YES NO NO2. 216+400 NO NO NO3. 222+680 NO NO NO4. 223+530 NO NO NO CULVERTS TOTAL SUMITTED APPROVED1.PIPE CULVERTS 22 0 02.BOX CULVERTS 126 54 0

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

their key personnel; 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. The project office was set up in Palakkad Town.

Sl. No Name Designation DateProfessionals

1 TBN 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. Raju Chhabra Legal Expert6 Mr. Arif Zafar Road/Safety Expert7 Mr. Murali Krishna Traffic Expert8 TBN Electrical Engineer9 TBN Environmental Engineer

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

Sub Professionals 1 Mr. M Ankaiah Survey Engineer2 TBN AHE (1)3 Mr. Elango C AHE (2)4 Mr. Jaganathan ABE (1)5 TBN ABE (2)6 Mr. Rejith Balakrishnan AME (1)7 Mr. Mohammed Rafi AME (2)8 TBN 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.

b) The Concessionaire has mobilized their key personnel and technical personnel for the

project. The project office was set up near Walayar. They have constructed project office at

Km. 187+420.




Project Monitoring & Control Team

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

10. Prasanth Reddy Lab Technician

Status of EPC Contractor Man Power mobilized at Site

Sl. No. Name Designation Nos

. Remarks

1. V.Venugopal Reddy Project Co-ordinator 1

2. M. Ramakrishna Reddy Project Manager 1

3. Ch. Yakambaram Construction Manager 1

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

5. Vijay Kumar Pandey Chief Surveyor 1

6. Ritesh N Sr. Mechanical Engineer 1

7. P. Surender Reddy Manager Q & C 1

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

9. Panicker R S Admin. Manager 1

10. Purshottam Dash Accounts Manager 1

11. Accounts Team 3

12. Administration Team 17

13. Civil-Highway 17

14. Civil-Structure 38

15. Civil-Survey 8

16. Lab. Team 26

17. Earth Moving Equipment Operators 71

18. Workshop / Garage Team 42

19. All Plants Team 53

20. Drivers 89

21. Helpers 39

22. Store Team 24

23. Supervisor's Mechanical 16

Total 458




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

LIST OF PLANTS, MACHINERIES & EQUIPMENT

a) 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 Schwing Stetter 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 1 No.

3 Cummins 40 KVA 1 No.

4 Greaves 40 KVA 1 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 1 No.

11 Catterpiller 200 KVA 1 No.

12 Catterpiller 365 KVA 1 No.

13 Catterpiller 500 KVA 2 No’s

14 Catterpiller 600 KVA 3 No’s




Total 20 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 8 No's

18 Kobleco SK-480 LC 8 2 No’s.

Total 26 No's19

Soil Compactor

IR SD 110 5 No’s

20 CAT - 533E 3 No’s

21 CAT - CS533E 1 No.

22 IR ISD 100 5 No’s

23 IR SD Roller 2 No’s

24 PTR – 220 1 No.

Total 17 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 1 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 1 No.

41

Loader

HM 2021 2 No’s

42 Liugon – CLG856 2 No’s

43 CAT 950H 2 No’s

Total 6 No’s




44 Lighting Source IR 4 No’s

45 Kerb Machines Appolo KP 40 1 No.

46Paver

Vogele 1 No.

47 CAT 1 No.

Total 2 No’s

48 Containers 11 No’s

49 Cement Silo 2 No’s

50 Riggers SANDVIK DX-700 1 No.

51 Breakers Doosan XL1700 3 No’s

52 Piling Machine MAIT 180 1 No.

53 Hydraulic Breaker Doosan 3 No’s

54

Tippers

Volvo 36 No’s

55 Bharat Benz 10 No’s

56 Bharat Benz (Rock Body) 4 No’s

57 AMW 16 No’s

58 Hino 10 No’s

59 Man 3 No’s

60 Ashok Leyland 9 No’s

Total: 85 No’s

61

Transit Mixers

Ashok Leyland 1 No.

62 TATA 1 No.

63 AMW 3 No.

64 Taurus 6 No’s

Total: 11 No’s

65 Eichers 6 No’s

66 Trailors 4 No’s

67 Water Tankers Ashok Leyland 5 No’s68 Tata 2 No’s

Total: 7 No’s69 Diesel Tankers TATA 2 No’s

70 Ashok Leyland 1 No.

Total: 3 No’s

71 Tractor with Compressors 9 No’s

72 LMV’s 24 No’s

73 Two Wheelers 16 No’s

c) List of Lab Equipments Mobilized at Site




Sl. No Description UnitEquipment Available

at LabRemarks




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

2 Hot air Oven size 600mm X600mm No 1

3 Electronic Weighing Balance 20Kg capacity No’s 1

4 Electronic Weighing Balance 10Kg capacity No’s 5

5 Electronic Weighing Balance 50 kg capacity No’s 3

6 Electronic Weighing Balance 200 gm capacity No’s 1

7 Electronic Weighing Balance 60 Kg capacity No’s 2

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

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

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

SOIL TESTING EQUIPMENTS

11 Plastic Limit Set Set 2

12 Cone Penetrometer Set 2

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

No’s 2

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



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



20 Sample Container 50mm No’s 6






23 Spatula No’s 4

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

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

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

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

28 California Bearing Ratio Apparatus Electrically operated. No. 2

29 CBR Mould 150mm dia No’s 50

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

31 Surcharge Weight 2.5kgs No’s 100

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

33 Tripod Stand No’s 6

34 Cutting Collar No’s 7

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

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

Set 2

37

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

Set 2

38

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

Set 4

39 -do- 75microns and 90 microns Set 14

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




AGGREGATE & CEMENT TESTING EQUIPMENTS

41 Flakiness index (Thickness gauge) No’s 5

42 Elongation index (Length gauge) No’s 7

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

44 Density Basket No’s 4

45 Riffle Box No’s 1

46 Aggregate Impact Tester. No’s 2

47 Slump Test Apparatus No’s 10

48 Tamping Rod No’s 9

49 Flow Table motorized as IS:5512 No. 1

50 Laboratory Concrete Mixer Motorized capacity 1 cuft No. 1

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

52 Gauging Trowel as per IS: 4031 No. 1

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

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

No’s 200

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

No’s 18

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

57 Motor Cube Vibrator or Vibrating Machine No’s 1

58 Le- chrtlier Apparatus Set 10

59 Core Drilling Machine No’s 1

60 Flexure Beams as IS: 516 No’s 9

BITUMEN & BITUMENIOUS TESTING EQUIPMENT

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




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

62 Flash & Fire Apparatus No’s 1

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

64 Dial Thermometer No’s 10

65 Depth Gauge - 12" No’s 10

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

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

68 Centrifuge Bitumen Extractor (Motorized) No’s 2

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

No’s 1

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

71 Marshall Rammer for 100mm mould No’s 8

72 Commercial Benzene Ltr 200

73 Say bolt Viscometer No. 1

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

75 Camber Board No. 1

76 Trays 45cm X 45cm Set 43

77 Rain Gauge No’s 3

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

79 Ten% fines value Apparatus No’s 1

80 Max - Minimum Thermometers No’s 5

81 Le- chatlier Flask No’s 4

82 Borosil jars 100ml No’s 8

83 Sand equivalent Apparatus No’s 1




84 Rubber Hammers No’s 4

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

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

87 Electronic Weighing Balance 40 kg capacity No’s 2

88 Diamond Core Bits 100mm Dia No’s 4

89 Gmm Jars with vacuum pump No’s 2

90 Marshall Pedestal No’s 1




Line Diagram of the EPC Contractor Camp Set up


KNR WALAYAR TOLLWAYS PRIVATE LIMITED

COIMBATORE THRISSUR

Km. 1

82+2

50

(Sta

rt Po

int o

f th

e Pro

ject)

Walayar Km

. 187

+500

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&



2.4. a HIGHWAY PROGRESS LEANIER

Sl. No

Description

Total length of the project(KM)

Length (Km) Completed in July –

2013

Cumulative length (Km) Completed up

to July – 2013

LHS RHS LHS RHS LHS RHS

1 Clearing & Grubbing 53.885 53.885 19.49 15.89 38.610 35.850

2 Embankment Top 53.885 53.885 10.60 12.59 17.660 18.550

3 Sub grade Top 53.885 53.885 0.32 0.04 3.460 4.650

4 GSB 53.885 53.885 -- -- -- --

5 WMM – 1st 53.885 53.885 -- -- -- --

6 WMM – 2nd 53.885 53.885 -- -- -- --

7 Kerb 53.885 53.885 -- -- -- --

8 DBM Top 53.885 53.885 -- -- -- --

9 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 August-11

Cumulative length (Km) Completed up to

August-11

LHS RHS LHS RHS LHS RHS

1 Clearing & Grubbing

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

2 Embankment Top -- -- -- -- -- --

3 Sub grade Top -- -- -- -- -- --

4 GSB -- -- -- -- -- --

5 WMM – 1st -- -- -- -- -- --

6 WMM – 2nd -- -- -- -- -- --

7 Kerb -- -- -- -- -- --

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

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

Note: Details are given in Annexure – 5, 6 & 7




2.5 STATUS OF STRUCTURES PROGRESS UPTO 31st July 2013

SL. No. Description Total No. Completed In

ProgressBalance to be

Taken up Remarks

1 Pipe Culverts 22 - 9 132 Box Culverts 126 24 28 743 Minor Bridges 12 - 10 24 CUP / PUP 4 - 4 -5 VUP 4 - 2 36 Major Bridges 2 - 2 -7 R.O.B 1 - - 18 Grade Separators 2 - - 29 Toll Plaza 1 - 1 -

Note: Details are given in Annexure – 8 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 Maccadam4. 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 is setting up and quarry and crusher at 187+400 and 8Km off 232+000 LHS (near Mangalam dam location).

3. CONCRETE MIX DESIGN

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

SL.NO GRADE OF CONCRETE USED FOR

1 M15 PCC in Structures

2 M20 PCC in Structures




3 M25 RCC in Structures4 M30 RCC in Structures5 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 July 2013

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 4 4 _ 6 Cement mortar cubes(3days) 4 4 _ 7 Cement mortar cubes(7days) 4 4 _ 8 Cement mortar cubes(28days) 1 1 _

AGGREGATE TESTING1 Gradation of 20mm 4 4 _ 2 Gradation of 12.5mm 4 4 _ 3 Gradation of Sand 4 4 _ 4 AIV 4 4 _ 5 Flakiness Index 4 4 _

COMPRESSIVE STRENGTH OF CONCRETE OF CUBES1 M-15 PCC (7 days) 4 4 _ 2 M-15 PCC (28 days) 3 3 _ 3 M-20 (7 days) 3 3 _ 4 M-20 (28 days) _ _ _ 5 M-25 (7 days) 9 9 _ 6 M-25 (28 days) 15 15 _ 7 M-30 (7 days) 11 11 _ 8 M-30 (28 days) 32 32 _ 9 M-35 (7 days) _ _ _

10 M-35 (28 days) _ _ _ 11 M-40 (7 days) _ _ _ 12 M-40 (28 days) _ _ _ 13 M-45 (7 days) 4 4 _ 14 M-45 (14 days) 1 1 15 M-45 (28 days) 1 1 _




Note: Summary of Monthly Quality Control Test is shown in Annexure – 11.

5. MATERIALS SUPPLIERS

SL.NO PARTICULAR SUPPLIER

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

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

3 Admixture for Concrete 1.Fair mate Chemicals2.BASF

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

6 NP4 pipes 1.Chennai Span Pipes Industries, Pollachi

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

8 Bitumen 1.MRPL Ltd, Mangalore

9 Emulsion 1.Hincol, Chennai

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

2.7 ENVIRONMENTAL PROTECTIONIE 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.

2.8 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. In places where construction is in progress the

following 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.

2.9 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 IE representative for every month

2.10 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 July 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 and M team to takes over the Highway.

2.11 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, whether materials used are in compliance with Specification and Standards.

2.12 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 July 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.

2.13 NON COMPLIANCE REPORT (N C R)

So far no NCR was issued to the Concessionaire.

2.14 REQUEST FOR INSPECTION (R F I)

Number of RFI’s submitted by Concessionaire and attended/checked and closed by IE: From 01-07-2013 to 31-07-2013

Sl. No. DescriptionTotal No. of RFIs

submitted by Concessionaire

Attended/ Checked

by IE% age

attendedNo. of RFIs

approvedRemarks

1 For Materials 16 13 81% 13 2 For Highway 40 2 5% - 3 For Structures 351 85 24% 54

2.15 TEAM LEADER’S COMMENTS

The Concessionaire submitted 2 copies of July 2013 Monthly Progress Report (MPR) on 14.08.2013. After review and verification comments are as follows: -

1. The weather was not good due to heavy rains for the entire July month for carrying out construction activities like earth works, GSB, WMM, DBM & BC. The structural works are in little progress.

2. The Concessionaire has reported that their slacking in progress was mainly due to heavy rains. It is expected that concessionaire should achieve a much higher percentage in physical progress in forth coming months and after monsoon season.

3. There are total no 174 cross structures. The progress of structures, 2 nos. major bridges, 10 nos. minor bridges, 1 no. VUP, 4 nos of CUP/PUP 28 nos. Box culverts are in progress. 22 nos. pipe culverts, 74 nos. box culverts, 2 no. minor bridges, 3 nos. VUP, 1 no. ROB, 2 nos. Grade separators, 1no. Toll plaza to be taken up. Box culverts 24 nos. completed.

4. Highway progress, Embankment top 17.660 (LHS), 18.550 (RHS) kms. Sub grade top 3.46 (LHS), 4.65 (RHS) kms. Completed. GSB, WMM, BBM, BC, etc. not yet started.

5. Due to heavy rains there are so many pot holes patches are formed on existing carriage way concessionaire is instructed by the Independent Engineer representative to take up the maintenance of existing carriage way i.e. filling of pot holes and patches, the work is in progress.

2.16 WEATHER CONDITIONS & REPORTIn the month of July 2013 heavy rain falls due to monsoon.




Sl. No Date

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

(RHS)Camp: at Km. 232+180

(LHS) Camp: at Km. 187+500 (RHS)

Camp: at Km. 232+180 (LHS)

Max 0C Min0C Max 0C Min0C




1 01.07.2013 25.3 23.6 32.4 23.0 0.0 1.2

2 02.07.2013 28.5 23.4 34.6 25.6 15.0 4.3

3 03.07.2013 28.0 23.5 33.5 24.6 30.0 22.2

4 04.07.2013 28.5 23.2 31.6 22.8 0.2 47.6

5 05.07.2013 28.0 24.5 32.1 23.4 2.2 20.0

6 06.07.2013 29.1 24.7 29.0 21.8 0.0 17.2

7 07.07.2013 27.8 24.2 31.6 22.9 0.2 5.2

8 08.07.2013 27.8 24.5 32.9 23.4 4.0 10.6

9 09.07.2013 25.9 23.7 31.8 22.4 7.4 5.2

10 10.07.2013 24.9 24.5 30.7 21.8 2.2 10.2

11 11.07.2013 27.0 23.2 32.6 22.3 12.4 20.2

12 12.07.2013 26.5 23.5 31.8 21.5 7.0 12.0

13 13.07.2013 27.0 23.4 32.1 22.4 4.8 4.6

14 14.07.2013 28.0 23.8 33.4 23.1 0.4 15.0

15 15.07.2013 27.0 24.1 32.6 21.8 15.0 19.5

16 16.07.2013 28.9 23.7 32.2 21.1 15.0 20.2

17 17.07.2013 24.9 23.4 33.4 23.2 20.5 0.6

18 18.07.2013 25.0 24.0 32.9 22.3 13.2 11.9

19 19.07.2013 24.8 23.0 32.1 22.1 11.0 18.4

20 20.07.2013 25.6 23.3 31.8 21.6 3.2 4.4

21 21.07.2013 24.8 23.0 34.6 23.9 5.2 9.2

22 22.07.2013 24.0 22.8 32.9 22.4 9.6 4.8

23 23.07.2013 25.0 22.4 33.8 22.1 10.0 12.9

24 24.07.2013 24.0 23.4 32.1 21.9 18.0 4.4

25 25.07.2013 25.4 22.7 33.2 23.9 10.0 8.9

26 26.07.2013 25.3 22.5 32.6 22.4 1.2 18.6

27 27.07.2013 25.8 22.4 32.1 22.1 4.7 11.8

28 28.07.2013 27.8 24.0 34.2 24.4 1.3 5.5

29 29.07.2013 28.9 24.0 33.5 23.9 0.0 2.8

30 30.07.2013 27.6 23.8 31.7 22.4 23.4 30.631 31.07.2013 27.4 24.1 31.7 22.4 30.0 6.8

277.100 386.800This Month Total Rain fall: mm 663.900

Up to previous Month Rainfall: mm 662.800

Total Rainfall: mm 1326.700





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


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 STRIP PLAN SHOWING THE DETAILS OF PROJECT




5 STATUS OF LHS MAIN CARRIAGEWAY

Sl No.

ChainageLeng

th

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 2 183.0

00185.0

002.000 2.000 2.000

3 185.000

185.200

0.200 4 185.2

00186.0

000.800 0.800 0.800 0.800

5 186.000

186.200

0.200 0.200 6 186.2

00186.8

600.660 0.660 0.660 0.660

7 186.860

187.200

0.340 8 187.2

00191.4

004.200 4.200

9 191.400

191.500

0.100 10 191.5

00191.7

000.200 0.200

11 191.700

192.000

0.300 12 192.0

00192.1

000.100 0.100

13 192.100

192.300

0.200 14 192.3

00192.4

000.100 0.100

15 192.400

194.200

1.800 16 194.2

00194.7

000.500 0.500

17 194.700

194.900

0.200 18 194.9

00195.0

000.100 0.100

19 195.000

195.100

0.100 20 195.1

00195.2

000.100 0.100

21 195.200

196.000

0.800 22 196.0

00197.0

001.000 1.000

23 197.000

201.300

4.300 24 201.3

00201.4

000.100 0.100

25 201.400

203.600

2.200 26 203.6

00205.0

001.400 1.400

27 205.000

207.600

2.600 2.600 2.600 28 207.6

00208.0

000.400

29 208.000

209.100

1.100 1.100 30 209.1

00209.7

000.600 0.600 0.600

31 209.700

212.400

2.700 2.700 32 212.4

00214.2

001.800 1.800 1.800

33 214.200

214.400

0.200 0.200 34 214.4

00215.0

000.600

35 215.000

215.100

0.100 0.100 36 215.1

00215.3

000.200 0.200 0.200

37 215.300

215.600

0.300 0.300 38 215.6

00216.0

000.400

39 216.000

217.500

1.500 1.500 40 217.5

00218.2

000.700

41 218.200

218.400

0.200 0.200 0.200




42 218.400

219.000

0.600 0.600 43 219.0

00219.5

000.500 0.500 0.500

44 219.500

220.000

0.500 0.500 45 220.0

00220.4

000.400 0.400 0.400

46 220.400

220.900

0.500 0.500 47 220.9

00221.2

000.300 0.300 0.300

48 221.200

221.500

0.300 0.300 49 221.5

00222.0

000.500

50 222.000

222.900

0.900 0.900 51 222.9

00223.2

000.300 0.300 0.300

52 223.200

223.800

0.600 0.600 53 223.8

00226.3

002.500 2.500 2.500

54 226.300

226.400

0.100 0.100 0.100 0.100 55 226.4

00226.8

000.400 0.400 0.400

56 226.800

227.400

0.600 0.600 0.600 0.600 57 227.4

00227.9

000.500 0.500

58 227.900

228.100

0.200 59 228.1

00228.7

000.600 0.600 0.600

60 228.700

228.900

0.200 61 228.9

00229.4

000.500 0.500 0.500 0.500

62 229.400

229.600

0.200 0.200 0.200 63 229.6

00229.7

000.100

64 229.700

229.800

0.100 0.100 65 229.8

00229.9

000.100

66 229.900

230.100

0.200 0.200 0.200 67 230.1

00230.3

000.200

68 230.300

230.700

0.400 0.400 0.400 0.400 69 230.7

00231.1

000.400 0.400 0.400

70 231.100

231.300

0.200 0.200 71 231.3

00231.7

000.400

72 231.700

231.800

0.100 0.100 0.100 73 231.8

00231.9

000.100 0.100 0.100 0.100

74 231.900

232.100

0.200 0.200 75 232.1

00232.4

000.300 0.300 0.300 0.300

76 232.400

232.700

0.300 0.300 77 232.7

00232.9

000.200

78 232.900

233.200

0.300 0.300 79 233.2

00233.5

000.300 0.300 0.300

80 233.500

233.600

0.100 0.100 81 233.6

00233.7

000.100

82 233.700

233.900

0.200 0.200 83 233.9

00234.0

000.100

84 234.000

234.600

0.600 0.600 85 234.6

00235.0

000.400

86 235.000

235.200

0.200 0.200 87 235.2

00235.8

000.600 0.600 0.600




88 235.800

236.000

0.200 0.200 89 236.0

00236.1

350.135

Total:

38.610

17.660

3.460

6 STATUS OF RHS MAIN CARRIAGEWAY

Sl No.

ChainageLengt

h

Progress Status

From To C & G EMB Top

SG TOP

GSB Top

WMM Top

Prime/TackCo

atDMB BC

1 182.250

182.900 0.650 0.650 0.650 0.650

2 182.900

187.000 4.100 4.100 4.100

3 187.000

187.800 0.800 0.800

4 187.800

187.900 0.100

5 187.900

188.300 0.400 0.400

6 188.300

188.900 0.600 0.600 0.600 0.600

7 188.900

189.200 0.300 0.300 0.300

8 189.200

189.300 0.100 0.100

9 189.300

189.500 0.200

10 189.500

190.500 1.000 1.000 1.000 1.000

11 190.500

190.600 0.100

12 190.600

190.700 0.100 0.100 0.100 0.100

13 190.700

190.800 0.100

14 190.800

190.900 0.100 0.100 0.100

15 190.900

191.000 0.100

16 191.000

191.000 0.000 0.000 0.000

17 191.000

192.000 1.000

18 192.000

197.400 5.400 5.400 5.400

19 197.400

198.000 0.600 0.600

20 198.000

198.600 0.600 0.600 0.600

21 198.600

199.400 0.800 0.800

22 199.400

200.000 0.600

23 200.000

203.500 3.500 3.500

24 203.500

205.300 1.800

25 205.3 206.6 1.300 1.300 Independent Engineering Services for Four Laning of Walayar - Vadakkancherry Section in Kerala (Km. 182+250 to




00 0026 206.6

00207.0

00 0.400 27 207.0

00207.6

00 0.600 0.600 0.600 28 207.6

00207.9

00 0.300 29 207.9

00209.0

00 1.100 1.100 30 209.0

00209.8

00 0.800 31 209.8

00210.2

00 0.400 0.400 32 210.2

00211.4

00 1.200 1.200 1.200 1.200 33 211.4

00211.7

00 0.300 0.300 0.300 34 211.7

00212.5

00 0.800 0.800 35 212.5

00214.4

00 1.900 36 214.4

00214.7

00 0.300 0.300 37 214.7

00215.2

00 0.500 38 215.2

00216.0

00 0.800 0.800 0.800 39 216.0

00216.6

00 0.600 0.600 40 216.6

00217.2

00 0.600 0.600 0.600 41 217.2

00217.6

00 0.400 0.400 42 217.6

00218.2

00 0.600 43 218.2

00218.4

00 0.200 0.200 44 218.4

00219.2

00 0.800 45 219.2

00221.3

00 2.100 2.100 46 221.3

00221.6

00 0.300 47 221.6

00221.7

00 0.100 0.100 0.100 48 221.7

00222.0

00 0.300 49 222.0

00222.2

00 0.200 0.200 50 222.2

00222.3

00 0.100 0.100 0.100 51 222.3

00222.7

00 0.400 0.400 52 222.7

00223.0

00 0.300 0.300 0.300 53 223.0

00223.8

00 0.800 54 223.8

00224.3

00 0.500 0.500 55 224.3

00224.5

00 0.200 0.200 0.200 Independent Engineering Services for Four Laning of Walayar - Vadakkancherry Section in Kerala (Km. 182+250 to




56 224.500

224.600 0.100 0.100

57 224.600

224.900 0.300

58 224.900

225.500 0.600 0.600

59 225.500

226.000 0.500

60 226.000

226.200 0.200 0.200

61 226.200

226.400 0.200 0.200 0.200

62 226.400

227.200 0.800

63 227.200

228.300 1.100 1.100 1.100 1.100

64 228.300

228.900 0.600

65 228.900

229.600 0.700 0.700

66 229.600

230.300 0.700

67 230.300

231.000 0.700 0.700

68 231.000

232.500 1.500

69 232.500

232.700 0.200 0.200

70 232.700

233.600 0.900

71 233.600

233.900 0.300 0.300

72 233.900

234.000 0.100

73 234.000

234.200 0.200 0.200 0.200

74 234.200

236.135 1.935

Total: 35.85

018.55

0 4.650




7 Highway Strip Chart




Highway Layer Wise Bar ChartKm. 182.250 – Km. 188.000


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

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

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

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

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

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

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

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

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

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

182

183

184

185

186

187

188

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

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

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

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

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

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

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

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

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

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

Remark

LEFT SIDE

RIGHT SIDE

Chainage (KM)

BCDBM ShoulderWMM IIWMM IGSB IIGSB ISG TopSG-2SG-1EmbankmentExcavationC&G

C&GExcavationEmbankmentSG-1SG-2SG TopGSB IGSB IIWMM IWMM IIShoulderDBM BC

Remark

LEFT SIDE

RIGHT SIDE

Chainage (KM)

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

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

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

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

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

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

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

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

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

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

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

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

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

189

190

191

192

193

194

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

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

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

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

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

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

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

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

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

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

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

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

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



Km. 188.000 – Km. 194.000




Remark

LEFT SIDE

RIGHT SIDE

Chainage (KM)

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

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

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

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

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

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

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

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

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

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

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

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

195

196

197

198

199

200

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

0 0 0 0 0 0 0 0 0 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

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

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

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

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

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

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

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

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

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

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



Km. 194.000 – Km. 200.000




Remark

LEFT SIDE

RIGHT SIDE

Chainage (KM)

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

201

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

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1

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

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

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

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

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

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

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

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

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

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

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

201

202

203

204

205

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

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

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

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

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

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

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

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

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

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

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

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



Km. 200.000 – Km. 205.000




Remark

LEFT SIDE

RIGHT SIDE

Chainage (KM)

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

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

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

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

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

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

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

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

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

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

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

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

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

206

207

208

209

210

211

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

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

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

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

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

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

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

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

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

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

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

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

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



Km. 205.000 – Km. 211.000




Remark

LEFT SIDE

RIGHT SIDE

Chainage (KM)

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

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

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

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

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

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

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

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

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

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

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

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

212

213

214

215

216

217

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

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

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

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

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

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

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

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

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



Km. 211.000 – Km. 217.000




Remark

LEFT SIDE

RIGHT SIDE

Chainage (KM)

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

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

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

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

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

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

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

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

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

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

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

218

219

220

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

221

222

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

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

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

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

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

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

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

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

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

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

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



Km. 217.000 – Km. 222.000




Remark

LEFT SIDE

RIGHT SIDE

Chainage (KM)

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

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

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

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

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

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

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

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

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

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

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

223

224

225

226

227

228

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

1 0 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 0 0 0

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

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

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

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

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

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

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

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

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

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



Km. 222.000 – Km. 228.000

Km. 228.000 – Km. 234.000Independent 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 pg. 47



Remark

LEFT SIDE

RIGHT SIDE

Chainage (KM)

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

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

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

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

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

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

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

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

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

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

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

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

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

229

230

231

232

233

234

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

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

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

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

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

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

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

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

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

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

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

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



Remark

LEFT SIDE

RIGHT SIDE

Chainage (KM)

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

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

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

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

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

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

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

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

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

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

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

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

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

235

236

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

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

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

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

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

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

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

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

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

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



Km. 234.000 – Km. 236.135




8 STATUS OF STRUCTURES Status of Pipe Culverts


Box Box Box Box

Remarks

2nd

Lift

A2

2nd

Lift

A1

1st L

iftA

21s

t Lift

A1

Hau

nch

A2

Hau

nch

A1

Raft

2nd

Lift

A2

Leve

lling

Co

urse

Exca

vatio

n

Exca

vatio

n

Leve

lling

Co

urse

L H S Box Portion BOX R H S Box Portion

Para

pet

Slab

Slab

Para

pet

2nd

Lift

A1

No Of Span

Hau

nch

A1

Hau

nch

A2

1st L

ift A

1

1st L

ift A

2

Raft

Chainage

As Per CA

As per Site

182+338 182+693 1.0x1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1182+900 182+897 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 3.0x2.0 0.1 0.1184+392 183+662 1.0x1.0 0.1 0.1 0.1184+000 184+391 1.0X1.50 Re-construction

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 184+974 184+934 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 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 1.0X1.20 0.1 0.1

187+700 187+772 1.5X1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1188+100 187+974 1.0X1.50 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1189+400 188+370 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-construction189+520 189+315 1.0X1.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1189+740 189+606 1.5X1.5190+640 190+653 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 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-construction191+100 191+154 1.0X1.0 Re-construction191+254 191+257 1.0X1.0191+547 191+551 1.0X1.0

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 192+349 192+352 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 0.1 192+490 192+493 1.0X1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 192+940 192+982 2.0X2.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 193+240 193+322 1.0X1.0 Re-construction0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 193+421 193+422 1.0X1.0

193+620 193+624 1.0X1.0193+902 193+868 1.0X1.50 0.1 0.1194+080 193+907 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 0.1 194+764 194+767 1.0x1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 195+031 194+990 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 0.1 195+094 195+035 1.0x1.0 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 195+420 195+096 1.0x1.20

195+520 195+401 1.0x1.0



Status of Box Culverts


Fina

l Lift

2nd

Lift

Pipe

Lay

ing

1st L

ift

Barr

el

Porti

on

180m

mH

ead

Wal

l 15

0mm

Barr

el

Hea

d W

all

Hea

d W

ALL

Barr

el

Hea

d W

all

150m

mBa

rrel

Po

rtion

18

0mm

1st L

ift

Pipe

Lay

ing

2nd

Lift

Fina

l Lift

203+600 203+600 1 1000

206+320 206+928 1 1000

208+592 208+588 1 1000

209+376 209+373 1 1000

209+626 209+626 1 1000

209+776 209+774 1 1000

209+862 209+864 1 1000

210+017 210+013 1 1000

210+251 210+248 1 1000

210+676 210+676 1 1000

210+680 210+764 1 1000

211+306 211+303 1 1000

211+497 211+495 1 1000

211+822 211+817 1 1000

211+957 211+953 1 1000

212+184 212+181 1 1000

212+332 212+328 1 1000

212+490 212+487 1 1000

212+726 212+722 1 1000

214+120 1 1000

214+640 214+743 1 1000

219+180 219+010 1 1000

Total No. of HPC: 22

Misc

ella

neou

s Ite

ms

As Per Site

ROW

S

DIA

E Work Levelling Course

CA Chainage

Head WallE Work

L H S H P C R H S

Misc

ella

neou

s Ite

ms

Enca

sem

ent

Crad

le C

oncr

ete

Head Wall Levelling Course

Crad

le C

oncr

ete

Enca

sem

ent

196+040 195+505 1.0X1.50 Re-construction0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 196+980 196+860 1.0x1.0

197+040 196+952 1.0x1.0198+492 198+498 1.0x1.0199+580 199+585 1.0x1.0 Re-construction199+680 199+683 1.0x1.0200+111 199+937 1.0x1.0200+420 200+429 1.0x1.0

202+170 202+175 2.0x2.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 LHS Box CulvertRHS Pipe Culvert

202+480 202+492 1.0x1.0 0.1203+140 203+140 1.0x1.00204+000 204+000 1.0x1.0204+100 204+100 1.0x1.00204+200 204+192 1.0x1.0 MCW 20mtr SCW 8.5Mtr204+320 204+311 1.0x1.0 Re-construction204+820 204+823 4.0x4.80205+020 205+015 1.0x1.0 Existing Pipe205+320 205+317 1.0x1.0 Existing Pipe

205+480 205+485 1.0x1.0 Existing PipeMCW 15mtr SCW 8.5Mtr(BHS)

205+580 206+047 1.0x1.0 MCW 25mtr SCW 8.5Mtr205+960 206+518 1.0x1.0 MCW 25mtr SCW 8.5Mtr206+060 206+645 1.0x1.0 MCW 12mtr SCW 8.5Mtr(BHS)206+160 206+788 1.0x1.0 MCW 12mtr SCW 8.5Mtr(BHS)206+346 207+207 1.0x1.0 MCW 12mtr SCW 8.5Mtr(BHS)206+980 207+286 1.0x1.0 MCW 12mtr SCW 8.5Mtr(BHS)207+708 207+704 3x1.5 MCW 12mtr SCW 8.5Mtr(BHS)

0.1 0.1 207+739 207+665 1x1.20 MCW 12mtr SCW 8.5Mtr(BHS)208+144 208+141 1.0x1.0208+442 208+440 5.0x2.75210+500 Not Found

Box Box Box Box

Remarks

2nd

Lift

A2

2nd

Lift

A1

1st L

iftA

21s

t Lift

A1

Hau

nch

A2

Hau

nch

A1

Raft

2nd

Lift

A2

Leve

lling

Co

urse

Exca

vatio

n

Exca

vatio

n

Leve

lling

Co

urse


Para

pet

Slab

Slab

Para

pet

2nd

Lift

A1

No Of Span

Hau

nch

A1

Hau

nch

A2

1st L

ift A

1

1st L

ift A

2

Raft

Chainage

As Per CA

As per Site




Box Box Box Box

Remarks

2nd

Lift

A2

2nd

Lift

A1

1st L

iftA

21s

t Lift

A1

Hau

nch

A2

Hau

nch

A1

Raft

2nd

Lift

A2

Leve

lling

Co

urse

Exca

vatio

n

Exca

vatio

n

Leve

lling

Co

urse


Para

pet

Slab

Slab

Para

pet

2nd

Lift

A1

No Of Span

Hau

nch

A1

Hau

nch

A2

1st L

ift A

1

1st L

ift A

2

Raft

Chainage

As Per CA

As per Site

210+531 210+528 1.0x1.00210+610 0.1 0.1 0.1 0.1 0.1 Not Found213+886 213+883 1.5x1.5214+459 214+455 1.5x1.5214+570 214+566 1.0x2.0214+747 Not Found215+010 215+007 1.0x1.0215+179 215+175 2.5x1.5215+286 215+282 2.5x1.5

0.1 0.1 215+647 215+985 2.5x2.5215+987 215+645 1.0x1.0216+357 216+351 1.0x1.0

0.1 0.1 216+520 216+512 3.0x2.5

216+800 Re-constructionNot Found

217+018 217+011 1.0x1.0217+160 217+155 4.0x2.0217+200 217+233 1.0x1.0217+241 Not Found217+400 Not Found217+642 217+634 2.0x2.0217+711 217+704 6.6x2.5218+002 217+993 1.0x1.0 Re-construction218+293 218+286 2.5x2.0218+400 218+391 1.0x1.0 Re-construction218+586 218+579 1.5x1.5218+911 218+904 1.0x1.50219+087 218+965 1.0x1.0219+260 219+079 2.0x2.0

0.1 0.1 219+427 219+420 2.0x2.0219+510 Not Found




Box Box Box Box

Remarks

2nd

Lift

A2

2nd

Lift

A1

1st L

iftA

21s

t Lift

A1

Hau

nch

A2

Hau

nch

A1

Raft

2nd

Lift

A2

Leve

lling

Co

urse

Exca

vatio

n

Exca

vatio

n

Leve

lling

Co

urse


Para

pet

Slab

Slab

Para

pet

2nd

Lift

A1

No Of Span

Hau

nch

A1

Hau

nch

A2

1st L

ift A

1

1st L

ift A

2

Raft

Chainage

As Per CA

As per Site

219+651 219+643 1.0x2.0220+589 220+581 1.0x1.0 Re-construction220+732 220+724 1.0x1.50 Re-construction221+000 221+063 2.0x2.0221+260 221+251 1.0x1.50 Re-construction221+365 221+357 1.50x1.50221+600 221+592 2.0X1.50222+274 222+267 1.0x1.0 Re-Construction222+512 222+506 1.0x1.0222+665 222+658 1.0x3.0222+872 222+864 2.5x2.5223+370 223+363 1.50x1.0223+630 223+621 4.0x2.0224+409 224+407 1.0x1.0

0.1 0.1 224+697 224+690 1.0x2.0224+800 225+061 1.5x1.5225+257 225+251 1.5x1.5225+582 225+574 1.0x1.0225+737 225+720 4.5x2.5225+838 225+830 1.5x1.0226+015 226+008 2.0x1.5226+160 Not Found226+352 226+347 1.0x1.50 Re-Construction226+434 226+438 2.0x1.5

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 227+530 227+560 1.5x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 227+780 227+773 2.0x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 228+021 228+014 2.0x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.1 0.1 0.1 228+270 228+263 2.5x1.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 228+400 228+389 1.5x1.50.1 0.1 0.1 228+620 228+612 1.0x1.5 0.1 0.1 0.1







0.1 0.1 228+660 228+650 1.5x1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 228+775 228+769 1.5x1.0 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 229+150 229+141 1.0x2.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 229+244 229+236 1x1.50

229+572 229+563 2.5x2.0229+983 230+048 2.0x3.0230+057 229+974 1.0x1.5230+740 230+730 1.0x1.0 Re-Construction

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 231+903 231+900 1.0x1.50

232+666 232+657 1.0x1.0233+804 233+792 1.5x1.0234+400 234+365 1.0x1.5234+950 234+929 2.0x1.5235+250 Not Found235+410 235+474 1.0x1.0235+590 235+585 1.0x1.0235+633 235+795 1.0x1.50235+807 Not Found



Status of VUPs & PUPs


0.1 0.1 228+660 228+650 1.5x1.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 228+775 228+769 1.5x1.0 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 229+150 229+141 1.0x2.00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 229+244 229+236 1x1.50

229+572 229+563 2.5x2.0229+983 230+048 2.0x3.0230+057 229+974 1.0x1.5230+740 230+730 1.0x1.0 Re-Construction

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 231+903 231+900 1.0x1.50

232+666 232+657 1.0x1.0233+804 233+792 1.5x1.0234+400 234+365 1.0x1.5234+950 234+929 2.0x1.5235+250 Not Found235+410 235+474 1.0x1.0235+590 235+585 1.0x1.0235+633 235+795 1.0x1.50235+807 Not Found

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

Excavation 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Levellling Course 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

1st Lift 0.1 0.1 0.1 0.1 0.1 0.1

2nd Lift 0.1 0.1 0.1

3rd Lift

Abutment Cap

Dirt Wall

Slab

Excavation 0.1 0.1 0.1 0.1 0.1

Levelling Course 0.1 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

3rd Lift

Abutment Cap

Dirt Wall

Slab

4 4

MCWStage of works

197+727 (VUP) 209+076 (VUP) 217+500 (VUP) 235+000 (VUP) 187+350 (PUP) 216+337 (PUP) 222+622 (PUP) 223+530 (PUP)

A1

MCW REWALL

REWALL MCW RE

WALL MCW REWALL MCW RE

WALLMCW REWALL MCWMCW RE

WALLRE

WALL



Status of Minor Bridges


LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

LHS

RHS

Excavation 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Levellling Course 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

1st Lift 0.1 0.1 0.1 0.1 0.1 0.1

2nd Lift 0.1 0.1 0.1

3rd Lift

Abutment Cap

Dirt Wall

Slab

Excavation 0.1 0.1 0.1 0.1 0.1

Levelling Course 0.1 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

3rd Lift

Abutment Cap

Dirt Wall

Slab

4 4

MCWStage of works

197+727 (VUP) 209+076 (VUP) 217+500 (VUP) 235+000 (VUP) 187+350 (PUP) 216+337 (PUP) 222+622 (PUP) 223+530 (PUP)

A1

MCW REWALL

REWALL MCW RE

WALL MCW REWALL MCW RE

WALLMCW REWALL MCWMCW RE

WALLRE

WALL

MCW MCW MCW SWC SWC MCW MCW MCW MCW SCW SCW MCW MCW MCW MCW SCW SCW MCW SCW

RHS RHS LHS LHS RHS LHS RHS RHS RHS LHS RHS RHS LHS RHS LHS LHS RHS LHS RHS

Excavation 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Levellling Course 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Raft 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

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

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

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

Final Lift 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Abutment Cap --------- 0.1 -------- 0.1 -------- 0.1 -------- 0.1 -------- -------- 0.1 -------- -------- -------- --------

Dirt Wall --------- -------- -------- -------- -------- -------- -------- -------- -------- --------

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

2nd Lift 0.1 0.1

3rd Lift

Final Lift -------- -------- -------- -------- -------- -------- -------- -------- --------

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

Excavation 0.1 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

3rd Lift

Final Lift -------- -------- -------- -------- -------- -------- -------- -------- --------

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

Excavation 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Levellling Course 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Raft 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

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

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

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

Final Lift 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Abutment Cap 0.1 -------- 0.1 -------- 0.1 -------- 0.1 -------- -------- -------- -------- -------- --------

Dirt Wall -------- -------- -------- -------- -------- -------- -------- -------- --------

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

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

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

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

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

222+156 (MNB)

Stage of works

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

M.W

ALL

M.W

ALL

182+237 (MNB)

M.W

ALL

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

(MNB)204+680(MNB)

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

(MNB)219+562 (MNB)

M.W

ALL

M.W

ALL

M.W

ALL

M.W

ALL

M.W

ALL

M.W

ALL

M.W

ALL

A1



Status of Major Bridges


MCW MCW MCW SWC SWC MCW MCW MCW MCW SCW SCW MCW MCW MCW MCW SCW SCW MCW SCW

RHS RHS LHS LHS RHS LHS RHS RHS RHS LHS RHS RHS LHS RHS LHS LHS RHS LHS RHS

Excavation 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Levellling Course 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Raft 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

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

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

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

Final Lift 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Abutment Cap --------- 0.1 -------- 0.1 -------- 0.1 -------- 0.1 -------- -------- 0.1 -------- -------- -------- --------

Dirt Wall --------- -------- -------- -------- -------- -------- -------- -------- -------- --------

Excavation 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

2nd Lift 0.1 0.1

3rd Lift

Final Lift -------- -------- -------- -------- -------- -------- -------- -------- --------

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

Excavation 0.1 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

3rd Lift

Final Lift -------- -------- -------- -------- -------- -------- -------- -------- --------

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

Excavation 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Levellling Course 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Raft 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

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

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

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

Final Lift 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

Abutment Cap 0.1 -------- 0.1 -------- 0.1 -------- 0.1 -------- -------- -------- -------- -------- --------

Dirt Wall -------- -------- -------- -------- -------- -------- -------- -------- --------

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

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

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

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

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

222+156 (MNB)

Stage of works

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

M.W

ALL

M.W

ALL

182+237 (MNB)

M.W

ALL

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

(MNB)204+680(MNB)

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

(MNB)219+562 (MNB)

M.W

ALL

M.W

ALL

M.W

ALL

M.W

ALL

M.W

ALL

M.W

ALL

M.W

ALL

A1



Details of Girders & Planks


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 ------

------

------

------

------

------

------

------

------

------

------

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

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

------

------

------

------

------

------

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

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

------

------

------

------

------

------

------

------

------

------

------

------

------

P6 P7

P1 P2 P3 P4

P5 A2

Stage of works

P1 P2

Stage of works

198+

870 (

MJB

)20

7+90

0 (M

JB)

MEDIAN WALL

P3 A2A1

MEDIAN WALL

A1

Stage of works

207+

900 (

MJB

)

MEDIAN WALL

Sl.No Designed Chainage

Length of Span in Mtrs

Length of Girder/ Plank in

Mtrs

Height of Girder/ Plank in

Mtrs

Side Service Road

Type of Structure

No of Spans

No of Girders/Planks

per Span

Total Girders Completed Balance Total

Planks Completed BalanceNo of

PSC Box Girders

Strands MT

Type of

Cable

Anchorages Dead End

Nos

Anchorages Live End

Nos

Round Sheating

HDPE RMT

Flat Sheating

HDPE RMT

1 198+870 26.60 25.90 1.625 LHS PSC Girder 4 4 16 15 1 - - - - 19.0 12T13 80 80 21742 207+900 21.40 20.00 1.325 LHS PSC Girder 8 4 32 16 16 - - - - 24.5 12T13 128 128 2833

1 182+237 9.15 9.15 0.40 PSC Plank 3 10 - - - 30 0 30 2.43 5T15 40 40 4902 190+970 16.50 16.10 1.075 RHS PSC Girder 1 4 4 4 0 - - - - 1.75 12T13 12 12 2073 194+490 22.00 21.60 1.325 LHS PSC Girder 1 4 4 4 0 - - - - 3.10 12T13 16 16 355

194+490 22.00 21.60 1.325 B/ S PSC Girder 1 3 6 0 6 - - - - 4.64 12T13 24 24 5324 201+295 11.20 11.20 0.40 LHS PSC Plank 1 10 10 8 2 2.43 5T15 40 40 4905 204+680 21.40 21.00 1.325 RHS PSC Girder 1 4 4 4 0 - - - - 3.10 12T13 16 16 3556 209+950 13.00 13.00 0.40 PSC Plank 2 10 20 4 16 5.65 5T15 80 80 11407 213+160 20.00 19.60 1.325 PSC Girder 1 4 4 0 4 - - - - 3.06 12T13 16 16 3558 214+272 13.50 13.50 0.45 PSC Plank 1 10 - - - 10 0 10 3.90 5T15 50 50 7409 219+570 9.00 9.00 0.35 LHS PSC Plank 1 10 - - - 10 7 3 5T1510 222+165 9.00 9.00 0.35 RHS PSC Plank 3 10 - - - 30 10 20 5T1511 224+902 16.40 16.00 1.075 LHS PSC Girder 3 4 12 0 12 - - - - 5.30 12T13 36 36 619

224+902 16.40 16.00 1.075 B/ S PSC Girder 3 3 18 0 18 - - - - 7.95 12T13 54 54 92812 235+180 16.40 16.00 1.075 PSC Girder 3 4 12 0 12 - - - - 5.30 12T13 36 36 619

235+180 16.40 16.00 1.075 RHS PSC Girder 3 3 9 0 9 - - - - 7.95 12T13 27 27 464

1 187+350 12.00 12.00 0.50 B/ S PSC Plank 1 10 - - - 20 0 20 - 6.30 5T15 80 80 11402 216+400 12.00 12.00 0.50 B/ S PSC Plank 1 10 - - - 20 0 20 - 6.30 5T15 80 80 11403 222+680 12.00 12.00 0.50 B/ S PSC Plank 1 10 - - - 20 0 20 - 6.30 5T15 80 80 11404 223+300 12.00 12.00 0.50 B/ S PSC Plank 1 10 - - - 20 0 20 - 6.30 5T15 80 80 1140

1 197+730 17.50 17.00 1.075 B/ S PSC Girder 1 4 8 8 0 - - - - 5.10 12T13 32 32 5802 209+076 13.20 13.20 RHS PSC Plank 1 10 - - - 10 0 10 -3 211+310 25.00 24.60 1.625 B/ S PSC Girder 1 4 8 0 8 - - - - 9.35 12T13 40 40 10954 235+000 17.50 17.00 1.075 B/ S PSC Girder 1 4 8 0 8 - - - - 5.10 12T13 32 32 580

1 209+000 28.00 RHS PSC Girder 1 5 5 0 5 - - - -

1 203+900 25.00 1.625 PSC Girder 14 4 56 0 56 - - - - 65.30 12T13 280 280 7645203+900 60.00 3.60 BOX Girder 1 1 - - - - - - 1

2 225+507 25.00 1.625 B/ S PSC Girder 14 4 112 0 112 - - - - 130.60 12T13 560 560 15290225+507 45.00 2.50 B/ S BOX Girder 1 1 - - - - - - 2

318 51 267 200 29 171 3

MAJOR BRIDGE

MINOR BRIDGE



9. ACHIEVEMENT AGAINST SCOPE OF WORK


Sl.No Designed Chainage

Length of Span in Mtrs

Length of Girder/ Plank in

Mtrs

Height of Girder/ Plank in

Mtrs

Side Service Road

Type of Structure

No of Spans

No of Girders/Planks

per Span

Total Girders Completed Balance Total

Planks Completed BalanceNo of

PSC Box Girders

Strands MT

Type of

Cable

Anchorages Dead End

Nos

Anchorages Live End

Nos

Round Sheating

HDPE RMT

Flat Sheating

HDPE RMT

1 198+870 26.60 25.90 1.625 LHS PSC Girder 4 4 16 15 1 - - - - 19.0 12T13 80 80 21742 207+900 21.40 20.00 1.325 LHS PSC Girder 8 4 32 16 16 - - - - 24.5 12T13 128 128 2833

1 182+237 9.15 9.15 0.40 PSC Plank 3 10 - - - 30 0 30 2.43 5T15 40 40 4902 190+970 16.50 16.10 1.075 RHS PSC Girder 1 4 4 4 0 - - - - 1.75 12T13 12 12 2073 194+490 22.00 21.60 1.325 LHS PSC Girder 1 4 4 4 0 - - - - 3.10 12T13 16 16 355

194+490 22.00 21.60 1.325 B/ S PSC Girder 1 3 6 0 6 - - - - 4.64 12T13 24 24 5324 201+295 11.20 11.20 0.40 LHS PSC Plank 1 10 10 8 2 2.43 5T15 40 40 4905 204+680 21.40 21.00 1.325 RHS PSC Girder 1 4 4 4 0 - - - - 3.10 12T13 16 16 3556 209+950 13.00 13.00 0.40 PSC Plank 2 10 20 4 16 5.65 5T15 80 80 11407 213+160 20.00 19.60 1.325 PSC Girder 1 4 4 0 4 - - - - 3.06 12T13 16 16 3558 214+272 13.50 13.50 0.45 PSC Plank 1 10 - - - 10 0 10 3.90 5T15 50 50 7409 219+570 9.00 9.00 0.35 LHS PSC Plank 1 10 - - - 10 7 3 5T1510 222+165 9.00 9.00 0.35 RHS PSC Plank 3 10 - - - 30 10 20 5T1511 224+902 16.40 16.00 1.075 LHS PSC Girder 3 4 12 0 12 - - - - 5.30 12T13 36 36 619

224+902 16.40 16.00 1.075 B/ S PSC Girder 3 3 18 0 18 - - - - 7.95 12T13 54 54 92812 235+180 16.40 16.00 1.075 PSC Girder 3 4 12 0 12 - - - - 5.30 12T13 36 36 619

235+180 16.40 16.00 1.075 RHS PSC Girder 3 3 9 0 9 - - - - 7.95 12T13 27 27 464

1 187+350 12.00 12.00 0.50 B/ S PSC Plank 1 10 - - - 20 0 20 - 6.30 5T15 80 80 11402 216+400 12.00 12.00 0.50 B/ S PSC Plank 1 10 - - - 20 0 20 - 6.30 5T15 80 80 11403 222+680 12.00 12.00 0.50 B/ S PSC Plank 1 10 - - - 20 0 20 - 6.30 5T15 80 80 11404 223+300 12.00 12.00 0.50 B/ S PSC Plank 1 10 - - - 20 0 20 - 6.30 5T15 80 80 1140

1 197+730 17.50 17.00 1.075 B/ S PSC Girder 1 4 8 8 0 - - - - 5.10 12T13 32 32 5802 209+076 13.20 13.20 RHS PSC Plank 1 10 - - - 10 0 10 -3 211+310 25.00 24.60 1.625 B/ S PSC Girder 1 4 8 0 8 - - - - 9.35 12T13 40 40 10954 235+000 17.50 17.00 1.075 B/ S PSC Girder 1 4 8 0 8 - - - - 5.10 12T13 32 32 580

1 209+000 28.00 RHS PSC Girder 1 5 5 0 5 - - - -

1 203+900 25.00 1.625 PSC Girder 14 4 56 0 56 - - - - 65.30 12T13 280 280 7645203+900 60.00 3.60 BOX Girder 1 1 - - - - - - 1

2 225+507 25.00 1.625 B/ S PSC Girder 14 4 112 0 112 - - - - 130.60 12T13 560 560 15290225+507 45.00 2.50 B/ S BOX Girder 1 1 - - - - - - 2

318 51 267 200 29 171 3

MAJOR BRIDGE

MINOR BRIDGE

107.77 107.77 107.77 107.77 107.77 107.77 107.77 107.77 22 143 4 4 12 2 318 200 660000

74.46 36.210 8.110 0.000 0.000 0.000 0.000 0.000 8 26 0 0 0 0 49 26 46143

35.38 23.190 0.36 0.000 0.000 0.000 0.000 0.000 8 5 0 0 0 0 35 26 35134

69% 34% 8% 0% 0% 0% 0% 0% 36% 18% 0% 0% 0% 0% 15% 13% 7%

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

C&G EMB TOP Sub Grade GSB WMM DBM,1st Layer

DBM,2nd Layer

BC PipeCulverts

BoxCulverts

PUP VUP MinorBridges

MajorBridges

Girders Plank s RE WallBlocks



10 “S” CURVE


107.77 107.77 107.77 107.77 107.77 107.77 107.77 107.77 22 143 4 4 12 2 318 200 660000

74.46 36.210 8.110 0.000 0.000 0.000 0.000 0.000 8 26 0 0 0 0 49 26 46143

35.38 23.190 0.36 0.000 0.000 0.000 0.000 0.000 8 5 0 0 0 0 35 26 35134

69% 34% 8% 0% 0% 0% 0% 0% 36% 18% 0% 0% 0% 0% 15% 13% 7%

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

C&G EMB TOP Sub Grade GSB WMM DBM,1st Layer

DBM,2nd Layer

BC PipeCulverts

BoxCulverts

PUP VUP MinorBridges

MajorBridges

Girders Plank s RE WallBlocks

77.00 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

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

0.00 0.51 1.49 2.

99 5.32 7.

73 10.3

9

13.2

1

16.4

6

19.8

1

23.1

9

26.8

4

30.0

1

33.4

7

35.8

7

38.7

0

41.9

1 48.1

3 54.3

8 60.3

2 66.4

8 72.1

3 77.7

4 82.4

7 87.2

7

90.9

0

92.9

7

95.4

3

97.3

0

99.5

4

99.9

7

100.

00

0

3.31 6.11 11

.37

0

10

20

30

40

50

60

70

80

90

100

110

Apr

-13

May

-13

Jun-

13

Jul-1

3

Aug

-13

Sep

-13

Oct

-13

Nov

-13

Dec

-13

Jan-

14

Feb-

14

Mar

-14

Apr

-14

May

-14

Jun-

14

Jul-1

4

Aug

-14

Sep

-14

Oct

-14

Nov

-14

Dec

-14

Jan-

15

Feb-

15

Mar

-15

Apr

-15

May

-15

Jun-

15

Jul-1

5

Aug

-15

Sep

-15

Oct

-15

Nov

-15

Cum

ulat

ive w

ork

%

Month

MS-2 (35%) 21/Jun/2012

MS-3 (70%) 26/Feb/15

MS-1 (10%) 13/Nov/13




77.00 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

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

0.00 0.51 1.49 2.

99 5.32 7.

73 10.3

9

13.2

1

16.4

6

19.8

1

23.1

9

26.8

4

30.0

1

33.4

7

35.8

7

38.7

0

41.9

1 48.1

3 54.3

8 60.3

2 66.4

8 72.1

3 77.7

4 82.4

7 87.2

7

90.9

0

92.9

7

95.4

3

97.3

0

99.5

4

99.9

7

100.

00

0

3.31 6.11 11

.37

0

10

20

30

40

50

60

70

80

90

100

110

Apr

-13

May

-13

Jun-

13

Jul-1

3

Aug

-13

Sep

-13

Oct

-13

Nov

-13

Dec

-13

Jan-

14

Feb-

14

Mar

-14

Apr

-14

May

-14

Jun-

14

Jul-1

4

Aug

-14

Sep

-14

Oct

-14

Nov

-14

Dec

-14

Jan-

15

Feb-

15

Mar

-15

Apr

-15

May

-15

Jun-

15

Jul-1

5

Aug

-15

Sep

-15

Oct

-15

Nov

-15

Cum

ulat

ive w

ork

%

Month

MS-2 (35%) 21/Jun/2012

MS-3 (70%) 26/Feb/15

MS-1 (10%) 13/Nov/13



12 PHOTOGRAPHS

Cement Specific Gravity testing Cube testing checked by PD, NHAI & IE

Cubes Testing checked by Manager (T), NHAI & IE Flexural Beam Testing checked by IE

Results Checking by Manager (T), NHAI & IE Grouting Cube Casting Cchecked by IE




Project Informatory Board @ Start Point of the Package, Km. 182+250

Project Informatory Board @ End Point of the Package, Km. 236+135




Casting of PSC Planks @ Minor Bridge, Casting of PSC Girders at Major Bridge,Km. 222.165 Km. 198+870

Casting of PSC Planks @ Minor Bridge, Casting of PSC Planks @ Minor Bridge,Km. 201+295 Km. 219+570

Casting of PSC Girders at VUP, Km. 197+730




Display of Speed Limit and other informatory Boards on Highway

Pot Hole Filling due to Heavy Rains along the Project Highway

PQC Mix Design Flexural Testing Concrete Mix Design Cubes Compacting through Vibrating Table


TABLE OF CONTENTS - Online PIU Information System ...nhai.org.in/spw/IEReport/MAIN REPORT (pages...

Documents

Transcript of TABLE OF CONTENTS - Online PIU Information System ...nhai.org.in/spw/IEReport/MAIN REPORT (pages...