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Artefact Projects LtdIndependent Engineer

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

1.0 PROJECT OVERVIEW

1.1 PROJECT BACKGROUND

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

NHAI appointed the Artefact Projects Limited India, as Independent Engineer for Walayar – Vadakkancherry Section of NH-47 from Km. 182+250 to Km. 240+000 (Design Chainage 236+135) 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 17 th 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 15 thJune 2013. An office has been established at Palakkad. The Team Leader has been mobilized in the month of September 2013, Resident cum Highway Engineer and other key and Sub professionals have been mobilized in June -July 2013.

1.5 THE SCOPE OF PROJECT

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

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

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incidental thereto or necessary for the performance of any or all of the obligations of the Concessionaire under the Concession Agreement.

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

Construction of Grade Separated/ Intersections 1 Nos. (1 No deleted – ve COS) Construction of Major Junctions 7 Nos.(2 No new VUP;s proposed

COS) Construction of Minor Intersections 36 Nos. Construction of Major Bridges 2 Nos. Construction of Rail Over Briges 1 Nos. Construction of Vehicular Under Passes 7 Nos(3 Nos proposed under COS) Construction of Cattle Under Passes 4 Nos. Construction of Minor Bridges 12 Nos. Construction of Culverts 165 Nos(28 Nos Additional

proposed Under COS).

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

1.6 SALIENT FEATURES OF THE PROJECT

PROJECT DETAILS

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

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

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

AGENCIES INVOLVED

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

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

vi. Independent Engineer : Artefact Projects Limited“SRIVATSAN”Chandranagar Extension,


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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) : M/s Feedback Infra Limited, BengaluruNo. 9, K.H. Road, opp KSRTC Central OfficeBangalore – 560027

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

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

PROJECT TIMELINES Date of agreement : 17-09-2012 NHAI TPC : Rs. 682 crores Concession Period : 20 years including construction period. Appointed Date : 18-05-2013 Scheduled date of completion : 13-11-2015 Construction period : 910 days Project Length : 54 Kms (from Km 182.250 to Km 240.00 ,Design

Chainage 236+135) Client : National Highways Authority of India Consultant (IE) : Artefact Projects Limited Concessionaire : KNR WalayarTollways Private Limited EPC : KNR Constructions Limited Date of EPC agreement : 28-11-2012 Date of financial closure : 16-03-2013 (Scheduled) Date of financial closure : 13-05-2013 (Actual) EPC cost : Rs. 790.50 Crores Loan amount : 500 Crores Grant : 264.60 Crores Project Equity Capital : 135.91 Crores Concessionaire’s TPC : Rs. 900.51 crores Lead Banker : Central Bank of India


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

Sl. No. Particulars Amount

(Rs. Crores) %

1 KNR Constructions Limited 135.91 100 % of equity

2 Others 0.00 0 % of equity

3 Promoters’ Equity 135.91 15.09% of TPC

4 Grant 264.60 29.38% of TPC

5 Senior Debt 500.00 55.52% of TPC

Total Project Cost 900.51 100.0

LENDERS DETAILS AND CONTRIBUTION:

Sl No. Bank Name

Amount of Contribution(Rs. Crores)

Remarks

1. Central Bank of India 175 Lead Bank

2. Bank of India 100 Consortium Bank

3. Corporation Bank 90 Consortium Bank

4. Canara Bank 85 Consortium Bank

5. Vijaya Bank 50 Consortium Bank

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


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Sl No. Mile stone Target Date Target Percentage

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

10%

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

35%

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

70%

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

100%

SCOPE OF THE PROJECT CONSTRUCTION SCHEDULES B, C & D

xii. Project Length : 53.885 Kms

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

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

xv. Minor Junctions : 36 No’s

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

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

xviii. Major Bridges : 2 No’s

xix. ROB : 1 No.

xx. Minor Bridges : 12 No’s

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

COS)

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

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

Total : 49 No’s

xxiv. Truck Lay bays : Nil

xxv. Rest Areas : Nil

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

xxvii. Financial Progress Up to 31st March-2014 : 44.33 %

1.7 GENERAL FEATURES OF THE PROJECT


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i. Width of Paved Carriagewaya) Main Carriageway (4 Lanes) : 17.5mb) Service Road : 7.0m

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

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

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

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

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

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

viii. Super Elevation : 7% (Maximum)

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

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

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

LHS : 13.678 Kms. RHS : 11.450Kms.

Total : 53.885Kms.

xii. Design speed : 100 KMPH (except few locations)xiii. Pavement Design for Rigid Pavement for Toll Plazas.Sl No. Layer Thickness (Tentative)

1 PQC 300 mm2 DLC 150 mm3 GSB 200 mm4 Sub Grade 500mm

xiv. Pavement Design for New Construction / Reconstruction and Widening

Homogeneous Section HS-01 HS-02Design Chainage (From -To) 182.250 - 204.000 204.000 -236.140Design CBR in % 10 10

Design Traffic in MSA 73 76(15 yrs) (15 yrs)

BC in mm 50 50DBM in mm 120 120WMM in mm 250 250GSB in mm 200 200Subgrade in mm 500 500

xv. Pavement Design for Service Roads / Slip Roads


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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 March 2014 : 318 days – 34.94%Construction Time Remaining at the end March 2014 : 592 days – 65.05%

Physical ProgressTill Last Month

(Up to February 2013) %

This Month(March

2014) %

To Date(End of March 2014) %

Scheduled (%) -- -- --

Actual (%) -- -- --

Financial Progress Till Last Month This Month To Date

Scheduled (%) 22.69 4.84 27.53

Actual (%) 36.66 7.66 44.32

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

2.2 REVIEW OF DESIGNS & DRAWINGS

STATUS OF DRAWING APPROVALS (Highways)

S. No Details of drawings

Submitted by Concession-

aire

Comments/ Conditional

Approval given by IC/

NHAI.

Resubmitted by Concessionaire

after incorporating all

comments

GFC drawings

issuedRemarks

ROAD

1

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

23.32 km No Resubmitted YesGFC Drawings are issued

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

GFC Drawings are issued

2 Typical Cross-section (Total 17Nos)

17 Reviewed and Commented

Awaiting for Resubmission

No Reviewed and


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return with Comments

3 Miscellaneous Drawings

Junction Drawings submitted

Review and commented Resubmitted No

Under Review by IE

Median Openings and

Bus Bay

Reviewed and Commented Yes Yes

GFC Drawings Issued

STATUS OF DRAWING APPROVALS (STRUCTURES)

MAJOR BRIDGES

SUB STRUCTURE SUPER STRUCTURESUBMITTED APPROVED GFC

ISSUED SUBMITTED APPROVED GFC ISSUED

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

MINOR BRIDGES

SUB STRUCTURE SUPER STRUCTURESUBMITTED APPROVED GFC

ISSUED SUBMITTED APPROVED GFC ISSUED

1.182+237 YES YES YES YES YES YES2.190+970 YES YES YES YES YES YES3.194+470 YES YES YES YES YES YES4.201+295 YES YES YES YES YES YES5.204+680 YES YES YES YES YES YES6.209+950 YES YES YES YES YES YES7.213+160 YES YES YES YES YES YES8.214+272 YES YES YES YES YES YES9.219+570 YES YES YES YES YES YES10.222+165 YES YES YES YES YES YES11.224+902 YES YES YES YES YES YES12.235+180 YES YES YES YES YES YES

GRADE SEPARATOR SUB STRUCTURE SUPER STRUCTURE

SUBMITTED APPROVED GFC ISSUED SUBMITTED APPROVED GFC

ISSUED1.203+900 YES YES YES YES YES NO

VEHICULAR UNDERPASS SUBMITTED APPROVED GFC ISSUED

1. 197+730 YES YES YES2. 202+750 YES YES YES3. 205+850 YES YES YES4. 209+076 YES YES YES5. 217+310 YES YES YES6. 225+507 YES YES YES7.235+400 YES YES YESPEDESTRIAN UNDERPASS SUBMITTED APPROVED GFC ISSUED1. 187+350 YES YES YES2. 216+400 YES YES YES3. 222+680 YES YES YES4. 223+530 YES YES YES CULVERTS TOTAL SUMITTED APPROVED1.PIPE CULVERTS 51 19 02.BOX CULVERTS 142 54 0RE WALL SUBMITTED APPROVED GFC ISSUED


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1. 187+350 YES YES YES2. 197+730 YES YES YES3. 202+750 YES NO NO4. 205+850 NO NO NO5. 209+076 NO NO NO6. 216+400 YES YES NO7. 217+310 YES YES YES8. 222+680 YES YES YES9. 223+530 YES YES YES10. 225+507 NO NO NO11. 235+400 NO NO NO

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

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

Sl. No Name Designation Date

Key Personnel (Professionals Staff)1 Mr. Mohammed Musthafa Basha TL cum Sr. HE2 Mr. Ashok Gupta Sr. Bridge Design Engineer3 Mr. K. Chandrasekhar Reddy Resident cum HE4 Mr. Mohan Raj.S Highway Design Engineer5 Mr. Shaik Khasim Peera Bridge/Structural Engineer6 Mr. Mohan Chawla Sr. Pavement Specialist7 Mr. J.K. Joshi Sr. Quality cum Material Expert8 Mr. Murali Krishna Traffic and Transportation Expert 9 Mr. Arif Zafar Road Safety Expert

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

Sub Professionals Staff1 Mr.M.S.Midhun/Mr. Ankaiah.M Survey Engineer(1)2 Mr.C.Siva Kumar/Mr.D.Udaya Bhaskar Survey Engineer(2)3 Mr.Packiaraj.C AHE (1)4 Mr.P.Maruthy/Mr. Elango C AHE (2)5 Mr. Ketan Jibhenkar CAD Expert6 Mr. Prateek Thakkar Environmental Engineer7 Mr. Jaganathan ABE (1)8 Mr.Dhakshinamurthy .R ABE (2)9 Mr. RejithBalakrishnan AME (1)

10 Mr. Mohammed Rafi AME (2)11 Mr. Subash Kholekar Electrical Engineer12 TBN HTMS/Toll Expert13 Mr.Santosh Akotkar Quantity Surveyor


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14 Mr. Gunwant Deotale Horticulture Cum Landscaping Expert

Administration Staff 1 Mr. V.P. Radhakrishnan Office Manager2 Mr.M.Sankar/Mr.Biju Accountant3 Mr. Prasadan C Cashier4 Mr.K.Vijayan/Mr.V.Sivadasan Photo Copy Machine Operator5 Mr. Mohammed Rafi Steno 6 Mr.G.Manikandan/Mr.V.Janardhanan/Mr.Kumaran Day Guard7 Mr.Gopi/Mr.Velayudan Night Guard8 Mr.M.Manoj/Mr.V.Ramadas Office Boy

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

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

Project Monitoring & Control Team

Sl No. Name Designation1. E. SreenivasaRao Team Leader Cum Sr. Highway Engineer2. C. PrabhuSwamy Sr. Project Manager (Structures)3. K.D.P. Rao Sr. Material Engineer4. Ajo Abraham Safety In- charge5. T. Gopal Krishna Land Acquisition In-charge6. Sudhakar Bridge Engineer7. Surendra Highway Engineer8. Sekhar Q.C. Engineer9. Ravi Survey Engineer10. 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


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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 Mobilizat

ionRemarks

1

Crusher

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

2 Nawa 250 TPH 1 No. Mangalamdam

18-01-2013

3 Puzzalona 250TPH 1 No. Pudussery East Village

24-04-2013

Total 3 No's

4

Batching Plant

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

10-10-2012

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

08-02-2013

6 SchwingStetter 30 Cum/Hr 1 No. PLANT @

Km. 207.00030-03-2013

Total 3 No's

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

Km. 231.73531-03-2013

Total 1 No.b) Machineries & Vehicles

Sl No. Name of the Equipment Make /Model Qty Mobilized1 Generators Crompton Greaves 7.5 KVA 1 No.


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2 Kirloskar 15 KVA 2 No.

3 Cummins 40 KVA 1 No.

4 Greaves 40 KVA 2 No.

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

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

10 Cummins 125 KVA 2 No.

11 Catterpiller 200 KVA 2 No.

12 Catterpiller 365 KVA 1 No.

13 Catterpiller 500 KVA 2 No’s

14 Catterpiller 600 KVA 3 No’s

Total 24 No's

15

Excavators

KOBELCO SK 140 LC 8 3 No's

16 KOBELCO SK 210 12 No’s

17 Kobleco SK-350 LC 8 9 No's

18 Kobleco SK-480 LC 8 2 No’s.

Total 27 No's19

Soil Compactor

IR SD 110 6 No’s

20 CAT - 533E 3 No’s

21 CAT - CS533E 2 No.

22 IR ISD 100 5 No’s

23 IR SD Roller 2 No’s

24 PTR – 220 1 No.

Total 19 No's

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


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34 Tyre Mounted Crane KATO 3 No.

35Hydra Crane

Escorts TRX 2319 1 No.

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

39 Hydraulic crawler 100 Ton 2 No’s

Total 8 No’s

40 Boom Placer Putzmeister 2 No.

41

Loader

HM 2021 3 No’s

42 Liugon – CLG856 2 No’s

43 CAT 950H 2 No’s

Total 7 No’s

44 Lighting Source IR 4 No’s

45 Kerb Machines Appolo KP 40 1 No.

46Paver

Vogele 1 No.

47 CAT 1 No.

Total 2 No’s

48 Containers 12 No’s

49 Cement Silo 2 No’s

50 Riggers SANDVIK DX-700 1 No.

51 Breakers Doosan XL1700 4 No’s

52 Piling Machine MAIT 180 1 No.

53 Hydraulic Breaker Doosan 4 No’s

54

Tippers

Volvo 36 No’s

55 Bharat Benz 10 No’s

56 Bharat Benz (Rock Body) 4 No’s

57 AMW 18 No’s

58 Hino 10 No’s

59 Man 3 No’s

60 Ashok Leyland 9 No’s

Total: 88 No’s

61

Transit Mixers

Ashok Leyland 2 No.

62 TATA 2 No.

63 AMW 4 No.

64 Taurus 6 No’s

Total: 14 No’s

65 Eichers 6 No’s


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66 Trailors 4 No’s

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

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

70 Ashok Leyland 1 No.

Total: 3 No’s

71 Tractor with Compressors 9 No’s

72 LMV’s 24 No’s

73 Two Wheelers 16 No’s

c) List of Lab Equipments Mobilized at Site

Sl. No Description UnitEquipment Available

at LabRemarks

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

2 Hot air Oven size 600mm X600mm No 1

3 Electronic Weighing Balance 20Kg capacity No’s 1

4 Electronic Weighing Balance 10Kg capacity No’s 5

5 Electronic Weighing Balance 50 kg capacity No’s 3

6 Electronic Weighing Balance 200 gm capacity No’s 1

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


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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


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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

54 Cube Moulds made of Cast Iron size 150mm X 150mm (8.25Kgs) as per IS: No’s 200


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4031, 516

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


Page | 17



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

2.4. a SUMMARY OF ROAD PROGRESS-FOUR LANE COMPLETED


Page | 18



Sl. No Item Total

(Kms)Completed

(Kms)Balance(Kms)

1 Embankment 53.885 44.09 9.793

2 Subgrade 53.885 33.225 20.660

3 Granular Sub Base 53.885 18.950 34.935

4 Wet Mix Macadam 53.885 16.550 37.335

5 Dense Bituminous Macadam 53.885 16.150 37.735

6 Bituminous concrete 53.885 0.000 53.885

2.4. b. HIGHWAY PROGRESS LEANIER as on 31-03-2014

Sl No. Item

Left Side Right Side

Length(Kms)

Comp.(Kms)

Bal.(Kms)

Length(Kms)

Comp.(Kms)

Bal.(Kms)

1 Embankment 53.885 42.900 10.985 53.885 45.285 8.600

2 Subgrade 53.885 33.100 20.785 53.885 33.350 20.535

3 Granular Sub Base 53.885 20.400 33.485 53.885 17.500 36.385

4 Wet Mix Macadam 53.885 19.100 34.785 53.885 14.000 39.885

5Dense Bituminous Macadam

53.885 18.300 35.585 53.885 14.000 39.885

6 Bituminous concrete 53.885 0.000 53.885 53.885 0.000 53.885

2.5 STATUS OF STRUCTURES PROGRESS UPTO 31st MARCH 2014


Page | 19



SL. No. Description Total No. Completed In

ProgressBalance to be

Taken up Remarks

1 Pipe Culverts 51 42 2 72 Box Culverts 142 116 6 20

3 Minor Bridges 12 9 3 - Approach slab in progress

4 CUP / PUP 4 3 1 - Approach slab not done

5 VUP 7 3 4 -

Approach slab not

done(3Nos of VUP in COS)

6 Major Bridges 2 2 0 -

Approach & Expansion Joints not

done

7 R.O.B 1 - 1 0Pre cast Girder in progress

8 Grade Separators 1 - 1 0

1 No of Grade separator

deleted as per COS

9 Toll Plaza 1 - 1 -

Note: Details are given in Annexure – 11.

2.6 MATERIAL TESTING AND CERTIFICATION

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

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

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

Location Test CoverageKM 187 + 400 LHS 1. Earthworks

2. GSB3. Wet Mix Macadam4. Mineral Aggregates5. Concrete

2. SOURCES OF AGGREGATE AND SAND

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

3. CONCRETE MIX DESIGN


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

SL.NO GRADE OF CONCRETE USED FOR

1 M15 PCC in Structures

2 M20 PCC in Structures3 M25 RCC in Structures

4 M30 RCC in Structures/ RE Wall Blocks

5 M35 Pile, Under Pass Slab

6 M40 RCC for Crash BarrierPQC for rigid pavement

7 M45 PSC Girder

QUALITY CONTROL TEST

Material testing has been done as per requirement of the contract and MORTH specification.

Quality Control Report From IE For the Month of March 2014SOIL TESTING (Cut Soil & B A)

Sl.No Name of testTotal no of test done

Total no of test passed

Total no of test failed Remarks

1 Proctor Test 10 10 -2 Atterberg limits 10 10 -3 Free swell index 10 10 -4 Gradation 10 10 -5 CBR 00 00 -

WMM1 Gradation 08 082 Atterberg limits 08 083 AIV 05 054 FI & EI 05 05

CEMENT TESTING

Sl.No Name of testTotal no of test done

Total no of test passed

Total no of test failed Remarks

1 Consistency 04 04 -2 Initial setting time 04 04 -3 Final setting time 04 04 -4 Fineness - - -5 Soundness - - -6 Cement mortar cubes(3days) 02 02 -7 Cement mortar cubes(7days) 02 02 -8 Cement mortar cubes(28days) 02 02 -

GSB TESTING Gradation 07 07 Atterbergs Limits 07 07

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


Page | 21



34

Gradation of Sand Combined Gradation

0404

0404 -

5 AIV 04 04 -6 Flakiness Index 04 04 -

BITUMEN TESTING1 Penetration 04 04

2 Softening Point 04 04

DBM

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

2 Combined Gradation 01 013 Dry Mix Gradation 02 024 Extraction and Gradation 07 075 Stability & Flow 07 076 AIV 06 067 FI+EI 06 068 Core Density 27 279 Gmm 02 02

COMPRESSIVE STRENGTH OF CONCRETE OF CUBES1 M-15 PCC (7 days) 00 00 - -2 M-15 PCC (28 days) 03 03 - -3 M-20 (7 days) 00 00 - -4 M-20 (28 days) 11 11 _ 5 M-25 (7 days) 27 27 _ 6 M-25 (28 days) 74 74 _ 7 M-30 (7 days) 15 15 _8 M-30 (28 days) 45 45 _

9 M-35 (7 days) 00 00__

10 M-35 (14 days) 00 00 _11 M-35 (28 days) 05 05 -

12 M-40 (7 days) 00 00 -13 M-40 (14 days) 00 00 -14 M-40 (28 days) 00 00 -15 M-45 (7 days) 17 17 -16 M-45 (14 days) 11 11 -17 M-45 (21 days) 12 1218 M-45 (28 days) 56 56 -19 D L C 04 0420 Grouting(7 days) 00 00

Total Tests


Page | 22



Cumulative total by concessionaire up to 31st March 2014 25528 Total test done by Concessionaire in the month of 31st March 3882 Test witnessed by IE 478(12.31 %)

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 PRE CONSTRUCTION ACTIVITIES

2.7 a Land acquisition

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

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

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

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


Page | 23



S.No DescriptionSide

TotalLHS (Sqm) RHS (Sqm)

1 Total Land to be Made available 1124015 1484524 2608539

2 Area Handed over up to Feb’ 2014 1118565 1482751 2601316

3 Area made available in Mar’ 2014 745 1183 1928

4 Balance land yet to be made available 4705 590 5295

% of Land to be made Available 0.20%

2.7 b Shifting of Utilities

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

2.7 c Tree Cutting

The tree cutting has been already awarded by NHAI directly to third party agency, and tree cutting is in progress. There are approximately 4365 trees to be cut in the project highway as on date 4042 Nos were cut and there is a balance about 323 Nos to be cut and removed from site, as confirmed after Joint Site Visit by IE & Concessionaire.

Details of Tree Cutting


Page | 24

From To From To1 182.250 183.000 0.750 1 0 1 28 209.000 210.000 1.000 0 0 02 183.000 184.000 1.000 0 5 5 29 210.000 211.000 1.000 7 0 73 184.000 185.000 1.000 0 9 9 30 211.000 212.000 1.000 0 0 04 185.000 186.000 1.000 0 66 66 31 212.000 213.000 1.000 0 0 05 186.000 187.000 1.000 0 68 68 32 213.000 214.000 1.000 1 2 36 187.000 188.000 1.000 0 0 0 33 214.000 215.000 1.000 0 0 07 188.000 189.000 1.000 4 0 4 34 215.000 216.000 1.000 3 0 38 189.000 190.000 1.000 0 0 0 35 216.000 217.000 1.000 2 12 149 190.000 191.000 1.000 3 0 3 36 217.000 218.000 1.000 0 0 010 191.000 192.000 1.000 0 0 0 37 218.000 219.000 1.000 2 1 311 192.000 193.000 1.000 0 0 0 38 219.000 220.000 1.000 0 4 412 193.000 194.000 1.000 0 0 0 39 220.000 221.000 1.000 0 7 713 194.000 195.000 1.000 0 6 6 40 221.000 222.000 1.000 0 0 014 195.000 196.000 1.000 2 15 17 41 222.000 223.000 1.000 0 0 015 196.000 197.000 1.000 0 5 5 42 223.000 224.000 1.000 1 0 116 197.000 198.000 1.000 0 1 1 43 224.000 225.000 1.000 1 0 117 198.000 199.000 1.000 0 0 0 44 225.000 226.000 1.000 1 4 518 199.000 200.000 1.000 0 0 0 45 226.000 227.000 1.000 0 0 019 200.000 201.000 1.000 9 0 9 46 227.000 228.000 1.000 0 0 020 201.000 202.000 1.000 0 8 8 47 228.000 229.000 1.000 0 0 021 202.000 203.000 1.000 0 0 0 48 229.000 230.000 1.000 1 1 222 203.000 204.000 1.000 0 0 0 49 230.000 231.000 1.000 0 0 023 204.000 205.000 1.000 4 0 4 50 231.000 232.000 1.000 3 6 924 205.000 206.000 1.000 0 0 0 51 232.000 233.000 1.000 5 10 1525 206.000 207.000 1.000 0 0 0 52 233.000 234.000 1.000 5 10 1526 207.000 208.000 1.000 0 0 0 53 234.000 235.000 1.000 2 5 727 208.000 209.000 1.000 0 0 0 54 235.000 236.135 1.135 6 15 21

53.885 323

S.No Chainage Length LHS RHS Total Remarks RemarksLHS RHS TotalS.No Chainage Length



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

Details of Electrical – Utility Shifting


Page | 25

From To From To1 182.250 183.000 0.750 1 0 1 28 209.000 210.000 1.000 0 0 02 183.000 184.000 1.000 0 5 5 29 210.000 211.000 1.000 7 0 73 184.000 185.000 1.000 0 9 9 30 211.000 212.000 1.000 0 0 04 185.000 186.000 1.000 0 66 66 31 212.000 213.000 1.000 0 0 05 186.000 187.000 1.000 0 68 68 32 213.000 214.000 1.000 1 2 36 187.000 188.000 1.000 0 0 0 33 214.000 215.000 1.000 0 0 07 188.000 189.000 1.000 4 0 4 34 215.000 216.000 1.000 3 0 38 189.000 190.000 1.000 0 0 0 35 216.000 217.000 1.000 2 12 149 190.000 191.000 1.000 3 0 3 36 217.000 218.000 1.000 0 0 010 191.000 192.000 1.000 0 0 0 37 218.000 219.000 1.000 2 1 311 192.000 193.000 1.000 0 0 0 38 219.000 220.000 1.000 0 4 412 193.000 194.000 1.000 0 0 0 39 220.000 221.000 1.000 0 7 713 194.000 195.000 1.000 0 6 6 40 221.000 222.000 1.000 0 0 014 195.000 196.000 1.000 2 15 17 41 222.000 223.000 1.000 0 0 015 196.000 197.000 1.000 0 5 5 42 223.000 224.000 1.000 1 0 116 197.000 198.000 1.000 0 1 1 43 224.000 225.000 1.000 1 0 117 198.000 199.000 1.000 0 0 0 44 225.000 226.000 1.000 1 4 518 199.000 200.000 1.000 0 0 0 45 226.000 227.000 1.000 0 0 019 200.000 201.000 1.000 9 0 9 46 227.000 228.000 1.000 0 0 020 201.000 202.000 1.000 0 8 8 47 228.000 229.000 1.000 0 0 021 202.000 203.000 1.000 0 0 0 48 229.000 230.000 1.000 1 1 222 203.000 204.000 1.000 0 0 0 49 230.000 231.000 1.000 0 0 023 204.000 205.000 1.000 4 0 4 50 231.000 232.000 1.000 3 6 924 205.000 206.000 1.000 0 0 0 51 232.000 233.000 1.000 5 10 1525 206.000 207.000 1.000 0 0 0 52 233.000 234.000 1.000 5 10 1526 207.000 208.000 1.000 0 0 0 53 234.000 235.000 1.000 2 5 727 208.000 209.000 1.000 0 0 0 54 235.000 236.135 1.135 6 15 21

53.885 323

S.No Chainage Length LHS RHS Total Remarks RemarksLHS RHS TotalS.No Chainage Length

From To1 182.250 183.000 0.750 Completed -2 183.000 184.000 1.000 Completed -3 184.000 184.300 0.300 Completed 2 Poles balance due to Cell Tower4 184.300 185.000 0.700 Completed -5 185.000 186.000 1.000 Completed -6 186.000 187.000 1.000 Completed -7 187.000 188.000 1.000 Completed -8 188.000 189.000 1.000 Completed -9 189.000 190.000 1.000 Completed -

10 190.000 191.000 1.000 Completed -11 191.000 192.000 1.000 Completed -12 192.000 193.000 1.000 Completed -13 193.000 194.000 1.000 Completed -14 194.000 195.000 1.000 Completed -15 195.000 196.000 1.000 Completed -16 196.000 197.000 1.000 -17 197.000 198.000 1.000 Completed -18 198.000 199.000 1.000 Completed -19 199.000 200.000 1.000 Completed Transformer shifting Balance20 200.000 200.800 0.800 Completed -21 200.800 201.000 0.200 Completed -22 201.000 202.000 1.000 0.500 -23 202.000 203.000 1.000 - 1no’s Transformer DP shifting work pending,24 203.000 204.000 1.000 In progres Poles lifting work done25 204.000 205.000 1.000 In progres 1 DP shifting completed & Tree cutting in progress26 205.000 206.000 1.000 In progres Tree Cutting & Buidling Dismantling in progress27 206.000 207.000 1.000 Completed -28 207.000 208.000 1.000 In progres -29 208.000 209.000 1.000 Completed Poles lifting & Conductor laying work completed30 209.000 210.000 1.000 Completed -31 210.000 211.000 1.000 In progres Tree Cutting in progress32 211.000 212.000 1.000 In progres Tree Cutting & Buidling Dismantling in progress33 212.000 213.000 1.000 In progres 1 HT crossing Completed & Tree cutting In Progress34 213.000 214.000 1.000 Completed -35 214.000 215.000 1.000 In progres -36 215.000 216.000 1.000 Completed -37 216.000 217.000 1.000 In progres Pole lifting Work completed38 217.000 218.000 1.000 Completed -39 218.000 219.000 1.000 In progres Tree Cutting in progress40 219.000 220.000 1.000 Completed -41 220.000 221.000 1.000 In progres 1 no LT Crossing completed & Tree cutting In progress42 221.000 222.000 1.000 In progres -43 222.000 223.000 1.000 In progres -44 223.000 224.000 1.000 In progres -45 224.000 225.000 1.000 Completed -46 225.000 226.000 1.000 Completed -47 226.000 227.000 1.000 Completed -48 227.000 228.000 1.000 Completed -49 228.000 229.000 1.000 Completed -50 229.000 230.000 1.000 Completed -51 230.000 231.000 1.000 To Taken -52 231.000 232.000 1.000 Completed -53 232.000 233.000 1.000 Completed -54 233.000 234.000 1.000 To Taken -55 234.000 235.000 1.000 To Taken -56 235.000 236.000 1.000 To Taken -57 236.000 236.135 0.135 To Taken -

53.885

Total Electrical lines shifting length completed – 32.750 Kms.

S.No Chainage Length Status of Work Remarks



Total Electrical lines shifting length completed - 32.750 Kms.

2.7 e. Utility Shifting- Water supply lines


Page | 26

From To1 182.250 183.000 0.750 Completed -2 183.000 184.000 1.000 Completed -3 184.000 184.300 0.300 Completed 2 Poles balance due to Cell Tower4 184.300 185.000 0.700 Completed -5 185.000 186.000 1.000 Completed -6 186.000 187.000 1.000 Completed -7 187.000 188.000 1.000 Completed -8 188.000 189.000 1.000 Completed -9 189.000 190.000 1.000 Completed -

10 190.000 191.000 1.000 Completed -11 191.000 192.000 1.000 Completed -12 192.000 193.000 1.000 Completed -13 193.000 194.000 1.000 Completed -14 194.000 195.000 1.000 Completed -15 195.000 196.000 1.000 Completed -16 196.000 197.000 1.000 -17 197.000 198.000 1.000 Completed -18 198.000 199.000 1.000 Completed -19 199.000 200.000 1.000 Completed Transformer shifting Balance20 200.000 200.800 0.800 Completed -21 200.800 201.000 0.200 Completed -22 201.000 202.000 1.000 0.500 -23 202.000 203.000 1.000 - 1no’s Transformer DP shifting work pending,24 203.000 204.000 1.000 In progres Poles lifting work done25 204.000 205.000 1.000 In progres 1 DP shifting completed & Tree cutting in progress26 205.000 206.000 1.000 In progres Tree Cutting & Buidling Dismantling in progress27 206.000 207.000 1.000 Completed -28 207.000 208.000 1.000 In progres -29 208.000 209.000 1.000 Completed Poles lifting & Conductor laying work completed30 209.000 210.000 1.000 Completed -31 210.000 211.000 1.000 In progres Tree Cutting in progress32 211.000 212.000 1.000 In progres Tree Cutting & Buidling Dismantling in progress33 212.000 213.000 1.000 In progres 1 HT crossing Completed & Tree cutting In Progress34 213.000 214.000 1.000 Completed -35 214.000 215.000 1.000 In progres -36 215.000 216.000 1.000 Completed -37 216.000 217.000 1.000 In progres Pole lifting Work completed38 217.000 218.000 1.000 Completed -39 218.000 219.000 1.000 In progres Tree Cutting in progress40 219.000 220.000 1.000 Completed -41 220.000 221.000 1.000 In progres 1 no LT Crossing completed & Tree cutting In progress42 221.000 222.000 1.000 In progres -43 222.000 223.000 1.000 In progres -44 223.000 224.000 1.000 In progres -45 224.000 225.000 1.000 Completed -46 225.000 226.000 1.000 Completed -47 226.000 227.000 1.000 Completed -48 227.000 228.000 1.000 Completed -49 228.000 229.000 1.000 Completed -50 229.000 230.000 1.000 Completed -51 230.000 231.000 1.000 To Taken -52 231.000 232.000 1.000 Completed -53 232.000 233.000 1.000 Completed -54 233.000 234.000 1.000 To Taken -55 234.000 235.000 1.000 To Taken -56 235.000 236.000 1.000 To Taken -57 236.000 236.135 0.135 To Taken -

53.885

Total Electrical lines shifting length completed – 32.750 Kms.

S.No Chainage Length Status of Work Remarks



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


Page | 27



Details of Water Supply Lines - Utility Shifting

Independent Engineering Services for Four Laning of Walayar - Vadakkancherry Section in Kerala (Km. 182+250 to Km. 240+000 of NH-47) – Package NS-2/BOT/KL-2 on DBFOT (Toll) Basis under NHDP Phase II Page | 28

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

3 RWS to Canal Piruvu 187.900 188.200 0.300 75 mm PVC LHS 0.000 0.300 -194.900 197.800 5.800 110 mm PVC RHS 5.200 0.600 195.000-197.800=2.600*2194.900 197.800 2.900 250 mm PVC LHS 2.700 0.200 195.100-197.800=2.700199.400 201.000 3.200 160 mm PVC RHS 3.200 0.000 199-400-201.000=3.200200.500 200.700 0.200 160 mm PVC LHS 0.000 0.200 -200.700 201.000 0.600 90 mm PVC BHS 0.600 0.000 201.400-201.700=0.600201.350 201.500 0.150 63 mm PVC LHS 0.150 0.000 201.350-201+500=0.150202.100 202.450 0.350 110 mm PVC LHS 0.150 0.200 202.100-202.250=0.150202.100 202.450 0.350 90 mm PVC RHS 0.200 0.150 202.100-202.300=0.200202.450 203.100 0.650 90 mm PVC LHS 0.400 0.250 202.600-203.000=0.400202.500 203.100 0.600 110 mm PVC RHS 0.000 0.600 -202.500 203.100 0.600 160 mm PVC LHS 0.300 0.300 202.500-202.800=0.300203.100 203.700 0.600 90 mm PVC LHS 0.000 0.600 -203.100 204.200 1.100 110 mm PVC RHS 0.400 0.700 203.450-203.850=0.400203.100 204.200 1.100 160 mm PVC LHS 0.400 0.700 203.450-203.850=0.400204.000 204.600 0.600 90 mm PVC LHS 0.000 0.600 -206.900 207.700 0.800 90 mm PVC RHS 0.000 0.800 -206.800 207.700 0.900 110 mm PVC RHS 0.000 0.900 -206.400 207.700 1.300 140 mm PVC LHS 0.700 0.600 206.600-207.300=0.700213.100 214.400 1.300 160 mm PVC RHS 1.300 0.000 213.100-214.440=1.300213.100 214.400 1.300 90 mm PVC RHS 1.300 0.000 213.100-214.440=1.300213.300 213.800 0.500 75 mm PVC LHS 0.500 0.000 213.300-213.800=0.500214.600 215.600 1.000 250 mm PVC RHS 1.000 0.000 214.600-215.500=1.000215.300 215.500 0.200 250 mm PVC LHS 0.200 0.000 215.300-215.500=200215.750 216.300 0.550 200 mm PVC RHS 0.000 0.550217.700 219.400 1.700 140 mm PVC RHS 1.100 0.600 217.700-219.100=0.800217.900 218.400 0.500 90 mm PVC LHS 0.000 0.500

32.650 22.100 10.550Total length

4 RWS to Pudussery

5 RWS to Marutha Road

6 Palakkad

1 RWS to Walayara

2 RWS to Vattappara

7 RWS to Kuzhalmannam

S.No Location Chainage Estimated Length in KM

Pipe Dia Side Completed Length in KM

Balance in KM Status of Work



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

Stone quarries and borrow areas;

Crusher plants;

Storage area of Oil and Lubricants yard;

Roadways and Campsite;

Disposal of debris and unsuitable materials.

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

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

2.9 ROAD SAFETY

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

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

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

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

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

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

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

2.10 ROAD ACCIDENT REPORT

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





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

A B C D E F G H

Accident Location

Nature of Accident

Classification of Accident Causes Road

featureRoad

Condition

Intersection Type and Control

Weather Conditoin Fatal Grevious Minor Non-

injured

1 01-03-2014 11.45 AM 215+700 2 3 2 2 1 3 1 Motor Bike KL49E 4201- Motor Bike-KL9K 3994 - - 1 - - -

2 02-03-2014 07.00 PM 227+100 8 2 2 2 1 - 3 Car KL09AC 7622- Pedestrain - 1 - - - -

3 02-03-2014 08.30 PM 202+020 2 2 2 2 1 - 1 BusKL157961 - Motor Cycle KL9AR 529 - 1 - - - -

4 05-03-2014 8.00 AM 203+400 2 4 2 2 1 - 1 MotorCycle KL09D 3003-MotorCycle KL09 AE 1604 - - - - - -

5 05-03-2014 8.30 AM 195+500 2 2 2 2 1 - 1 BUS KL15 8014 - Motor Cycle KL9G 7868 - 1 - - - -

6 06-03-2014 8.30 AM 200+650 2 1 2 2 2 2 1 Motor Cycle TN33 3215-Lorry KL76 8877 1 - - - - -

7 07-03-2014 6.00 PM 203+400 8 3 2 2 1 - 1 Motor Cycle KL94G 621 - Pedestrain - - 1 - - -

8 10-03-2014 12.30 PM 216+000 2 3 2 2 2 1 1 Bus KL8BC 3807 - Car KL49A4600 - - 1 - - -

9 11-03-2014 5.00 PM 192+000 2 3 3 2 1 1 1 Car KL7BW 9839-Motor Cycle KL9Z 9352 - - 1 - - -

ACCIDENT DATAFor the Month of March-14

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

No. of affected PersonsNo. of

Animals killed if any

Help Provided by Ambulance /

patrolling Vehicle

Remarks

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

A B C D E F G H

Accident Location

Nature of Accident

Classification of Accident Causes Road

featureRoad

Condition

Intersection Type and Control

Weather Conditoin Fatal Grevious Minor Non-

injuredSl No. Date Time of Acc.

(am/pm) Vehicle Responsible

No. of affected PersonsNo. of

Animals killed if any

Help Provided by Ambulance /

patrolling Vehicle

Remarks

10 13-03-2014 03.45 PM 203+400 2 2 3 2 1 - 1 Motor Cycle KL9T8115-Auto KL9R 3331 - 1 - - - -

11 14-03-2014 09.00 PM 203+400 2 3 3 2 1 - 1 Car KL54D 7255-Motor Cyclr TN38AM 5214 - - 1 - - -

12 16-03-2014 05.30 PM 200+700 2 3 3 2 2 - 1 Lorry TN40V 1353 - KLW 7835 - - 1 - - -

13 17-03-2014 09.30 PM 193+800 8 3 3 2 2 - 1 Motor Cycle TN37AE 9961-Pedestrain - - 1 - - -

14 18-03-2014 07.30 PM 193+800 8 3 3 2 2 - 1 Car TN66H 526 - Pedestrain - - 1 - - -

15 18-03-2014 09. 30 PM 201+900 8 3 2 2 1 - 1 Motor Cycle KL9V5759-Pedestrain - - 1 - - -

16 22-03-2014 09.00 PM 193+800 2 3 3 2 2 1 Car KL9W 2871 - Motor Cycle KL49 B 6614 - - 1 - - -

17 27-03-2014 11.45 AM 193+450 8 3 2 2 1 - 1 Car TN18 Z 5848 - - 1 - - -

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






2.11 MAINTENANCE OF EXISTING TWO LANE HIGHWAY

Independent Engineer given instructions to concessionaire to carry out the routine maintenance of existing carriage way i.e., filling of pot holes, patches and removal of water in water logged areas on the existing carriage way.

The Concessionaire is taking regular actions in the maintenance of the existing carriage way in the month of December 2013.It was made aware to the Concessionaire road maintenance shall be a continuous process until the Schedule Date of Completion and until the O& M team to takes over the Highway.

2.12 METHOD ADOPTED IN CONSTRUCTION

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

2.13 CONFORMITY OF CONSTRUCTION WORK

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

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

2.14 NON COMPLIANCE REPORT (N C R)

So far 5 NCR was issued to the Concessionaire.


Page | 32



2.15 REQUEST FOR INSPECTION (R F I)

2.16 TEAM LEADER’S COMMENTS

The programmed monthly financial progress on 01-03-2014 to 31-03-2014 is 4.84 % and achieved is 7.66 % . The first mile stone is surpassed. The ensuing month progress also shall be overcome.

The second milestone also achieved by 31st March 2014 i.e 35 % i.e 400 days from the Appointed date (June 21st 2014)The Cummalative planned progress up to 31st March is 27.53 % achieved 44.32 %. Concessionaire ahead of the Schedule 16.79 %.

1. There are total no 221 cross structures. The progress of structures 2nos Pipe culverts, 1 nos. , 3nos. minor bridges, 4 nos. VUP, 1 no’s of CUP/PUP. 6nos, Box culverts 1 No grade separator, 1 No ROB, are in progress.7nos. pipe culverts, 20 nos. box culverts, taken up. , Major bridge 2nos (approach slab &expansion joint not done),Minor Bridges 9Nos (approach slab & expansion joint not done),VUP 3nos,PUP 3nos (approach slab & expansion joint not done),Box culverts 116nos,Pipe culverts 42nos,. Completed.

2. Highway progress, Embankment Top 42.900 (LHS) ,45.285 (RHS) Kms. Sub Grade Top 33.100 (LHS), 33.350 (RHS) Kms. Completed, GSB 20.400 (LHS),17.500 (RHS) Completed.WMM 19.100 Kms (LHS) 14.000 Kms (RHS), Completed.DBM 18.300 (LHS), 14.000 (RHS)., BC not yet started.

3. Traffic was diverted at 206+200 LHS for Construction of under pass and 234+240 RHS and LHS for Construction of VUP. Concessionaire was instructed to provide adequate Safety arrangement as per IRC SP 55 at Traffic Diversion Locations.

4. Concessionaire was instructed to improve Road Safety at Construction Zones as per IRC -SP 55.5. Cleaning the encumbrances, tree cutting, shifting of electrical poles and water supply lines are in progress which is to be completed early.6. RFI are to be submitted to Independent Engineer in advance so that arrangements can be made for inspection.


Page | 33

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

From 01-03-2014 to 31-03-2014

Sl. No. DescriptionTotal No. of RFIs

submitted by Concessionaire

Attended/ Checked

by IE% age

attendedNo. of RFIs

approvedRemarks

1 For Materials 6 6 100% 6

2 For Highway 1042 120 11.52% 120 3 For Structures 1259 143 11.4% 143



7. Environmental returns are to be submitted periodically.8. Safety arrangements are to be increased at the bye pass locations of structures.9. Highway maintenance during construction period is to be continued.10. Shifting of RE Blocks are in many VUP location work are in Progress. 11. Toll plaza building works at Km 189+340 LHS in progress, Admin Building work in Progress.12. R.C.C. Retaining wall at 198+870, 214+272,213+160, is in progress. Surface to finish smoothly13. R.E. Wall erecting is in progress at 187+350. 197+730, 217+520, 203+900, 220+620 and 223+520 Geogrid laying is in order. Placing filter media is to be required width.

Where ever there is culverts below the RE wall, proper encasing is required. Required special type of soil to form in between the RE walls is to be borrowed. This may delay Highway works. During rainy season Borrowing is

not passable, Advance action is necessary. 14 Back filling of Structures with filter media not up to the standard, it should be improved15 Curing of structures to improve. A set of cubes casted is to be cured at site condition and tested.

16 Adjacent to the structures and culverts walls on embankment side to be filled with Filter media and rolled with Baby rollers. 17. The service roads are to be 600 above adjacent ground level. The typical cross section drawings are to match this clause.

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

19. The surface drainage system is decided laying 600 dia pipes done in few locations before DBM . 20. Utility crossings in the entire length of the project is to be provided so that any public

Utilities shall pass through it without cutting the highway in future. 21. The exposed concrete faces like head wall etc shall be neatly finished. 22. Fixing of strip seal joints to be done after lying BC. 23. Crushing of aggregates seems to be slowed. This is to be watched. 24. Balance design and drawings need approval should be submitted early. a. Working cross section for every 50 meters intervals is to be submitted.

b. Typical cross sections remarks to attend and resubmit c. Electrical street lighting to submit.

d. Trees plantations in median and in ROW


Page | 34



2.17 WEATHER CONDITIONS & REPORT

S. No Date

TEMPARATURE 0C RAIN FALL (mm)

Camp : at Km. 187+500 (RHS)

Camp : at Km. 232+180 (LHS) Camp : at

Km. 187+500 (RHS)

Camp : at Km. 232+180

(LHS)Max 0C Min0C Max 0C Min0C

1 01.03.2014 32.9 25.8 33.1 26.2 0.0 0.0

2 02.03.2014 32.8 26.4 32.5 25.9 0.0 0.0

3 03.03.2014 31.4 26.3 34.2 26.8 0.0 0.0

4 04.03.2014 33.5 25.7 33.2 27.1 0.0 0.0

5 05.03.2014 34.0 26.8 32.8 26.2 0.0 0.0

6 06.03.2014 34.6 26.4 34.6 26.1 0.0 0.0

7 07.03.2014 32.1 27.2 34.2 26.8 0.0 0.0

8 08.03.2014 34.6 26.3 33.9 26.4 0.0 0.0

9 09.03.2014 31.3 27.0 34.5 26.6 0.0 0.0

10 10.03.2014 34.5 27.4 33.4 27.1 0.0 0.0

11 11.03.2014 34.6 27.3 34.6 26.8 0.0 0.0

12 12.03.2014 34.3 26.4 33.2 26.4 0.0 0.0

13 13.03.2014 34.0 27.4 34.2 27.2 0.0 0.0

14 14.03.2014 34.7 26.5 36.5 27.0 0.0 0.0

15 15.03.2014 34.3 26.4 35.9 26.8 0.0 0.0

16 16.03.2014 35.4 25.3 37.1 26.9 0.0 0.0

17 17.03.2014 36.5 27.5 36.8 27.1 0.0 0.0

18 18.03.2014 37.4 28.1 37.2 26.6 0.0 0.0


Page | 35



19 19.03.2014 36.5 27.5 36.3 27.3 0.0 0.0

20 20.03.2014 37.8 28.1 38.1 26.6 0.0 0.0

21 21.03.2014 37.4 28.7 37.2 27.2 0.0 0.0

22 22.03.2014 36.5 28.4 38.2 28.1 0.0 0.0

23 23.03.2014 37.4 28.3 36.9 28.0 0.0 0.0

24 24.03.2014 36.5 29.4 37.2 28.1 0.0 0.0

25 25.03.2014 37.8 28.5 37.4 27.8 0.0 0.0

26 26.03.2014 38.4 28.0 37.1 27.1 0.0 0.0

27 27.03.2014 37.4 28.5 38.3 27.2 0.0 0.0

28 28.03.2014 36.5 27.4 38.2 27.0 0.0 0.0

29 29.03.2014 37.4 28.6 37.9 27.1 0.0 0.0

30 30.03.2014 38.5 28.2 38.5 28.0 0.0 0.0

31 31.03.2014 37.4 29.4 36.2 27.9 0.0 0.0

This Month Total Rain fall: mm 0.00 0.00upto previous Month Rainfall: mm 1910.90

Total Rainfall: mm 1910.90


Page | 36



Print separate

1. (ORG CHART of IE IN FOLDER)


Page | 37

BOARD OF DIRECTORS

VICE PRESIDENT/PROJECT HEAD

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

SITE OPERATIONS PROJECTMANAGEMENT & CONTROL TEAM

CHEIF PROJECT MANAGERHIGHWAY BRIDGES

SAFETY TEAM O & M TEAM QUALITY LAOFFICERCONTROL

EPC CONTRACTOR(M/s KNR Constructions Limited)

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

ORGANIZATION CHART OF SPV



2. Organization Chart of SPV


BOARD OF DIRECTORS

VICE PRESIDENT/PROJECT HEAD

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

SITE OPERATIONS PROJECTMANAGEMENT & CONTROL TEAM

CHEIF PROJECT MANAGERHIGHWAY BRIDGES

SAFETY TEAM O & M TEAM QUALITY LAOFFICERCONTROL

EPC CONTRACTOR(M/s KNR Constructions Limited)


ORGANIZATION CHART OF SPV



3. Organization Chart of EPC Contractor


Page | 39

Jr. ENGINEERs – 10

CIVIL MATEs – 10

SUPERVISORs – 10

SR. ENGINEERs– 2(to be named)

STORES MANAGERMr. Ravinder Reddy

STORE ASST.s– 4

STORE CLERKs -10

AGM (MECHANICAL)

Mr. C. Rajender Reddy

PRO

ASST. LIAISONING OFFICERs -2

Sr. MECHANICAL ENGINEER(Mr. Ritesh)

Jr.MECHANICAL ENGINEERs -5

MECHANICs -20

PLANTS INCHARGEA. Tirupathi Reddy

CRUSHER INCHARGE -3

H M PLANT INCHARGE -2

BATCHING PLANT

INCHARGE -3

ACCOUNTS MANAGER

ACCOUNTANTS -3

ADMIN. & HR MANAGER

ASST. MANAGERADMIN.

WORKS CO-ORDINATOR

CAMP INCHARGE

ASST. CAMP INCHARGEs-2

SITEINCHARGEs-3

Dy. PROJECT MANAGER Mr. G. Bamhananda Reddy

CONSTRUCTION MANAGER

CONSTRUCTION MANAGER

PROJECT MANAGER -HIGHWAYSMr. M. Ramakrishna Reddy

Jr. ENGINEERs – 8

CIVIL MATEs – 8

SUPERVISORs – 10

Jr. ENGINEERs – 8

CIVIL MATEs – 8

SUPERVISORs – 10

CONSTRUCTION MANAGER -

Mr. Vinod Saga

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

QCE -3

LAB TECHNICIANs-6

LAB HELPERs -10Jr. ENGINEERs – 2

SUPERVISORs – 2

CONSTRUCTION MANAGER(to be named)

PROJECT MANAGER -STRUCTURESMr. C. H. Yakambaram

CHIEF SURVEYORMr. Vijay Kunar Pandey

ASST. SURVEYORs -2

SURVEY HELPERs -6

PROJECT HEADMr. Venugopal Reddy

EXECUTIVE DIRECTOR/PROJECT EXECUTIVE, HO (VP)

PLANNING ENGINEER

QUANTITY SURVEYOR

J. Surender Reddy

CAD ENGINEERJ. Dinesh Kumar

DATA ENTRY OPERATORs -3

SAFETY ENGINEER

SUPERVISORs – 2

SAFETY HELPERs– 6

CASTING YARD INCHARGE


ORGANIZATION CHART OF EPC CONTRACTOR



4 LINE DIAGRAM OF EPC CONTRACTOR CAMP SETUP


Page | 40

KNR WALAYAR TOLLWAYS PRIVATE LIMITED

COIMBATORE THRISSUR

Km. 1

82+2

50

(Sta

rt Po

int o

f th

e Pro

ject)

Walayar

Km. 1

87+5

00

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

BP - I

Km. 2

07+0

00Police Station

Km. 2

36+1

35Va

dakk

anch

eery

(End

Poi

nt o

f th

e Pro

ject)

BC - I

Palathurai

Q & C - I

Q & C - III

BC - II

Mangalamdam

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

Km. 2

31+7

35

8.00 Kms

WWMP : WET MIX PLANT

5.25 Kms

13.5

Kms

WMMP - II,BP - II

WAL

AYAR

10.5

Kms

Offset 1.5 Kms

Offset 0.100 Kms

4.4 Kms

53.885 Kms

Q & C - II

0.500

Km

s

HMP - I

0.100

Km

s

BP - IIIHMP - II,

WMMP - I&



5.STRIP CHART OF PROJECT HIGHWAY




6.BAR CHART SHOWING THE DETAILS OF HIGHWAY PROGRESS


Page | 42



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

Sl No.

ChainageLength

Progress Status

From To C & G EMB Top SG TOP GSB Top WMM Top

Prime/TackCoat DBM BC

1 182.250 182.400 0.150 0.1502 182.400 183.600 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.2003 183.600 184.700 1.100 1.100 1.100 1.1004 184.700 186.700 2.000 2.000 2.000 2.000 2.000 2.000 2.000 2.0005 186.700 186.800 0.100 0.100 0.100 0.1006 186.800 187.900 1.100 1.100 1.1007 187.900 189.100 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.2008 189.100 189.200 0.100 0.100 0.1009 189.200 189.600 0.400 0.400 0.400 0.400 0.400 0.400 0.400 0.40010 189.600 189.700 0.100 0.10011 189.700 195.200 5.500 5.500 5.500 5.500 5.500 5.500 5.500 5.50012 195.200 195.400 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.20013 195.400 195.500 0.100 0.100 0.100 0.100 0.10014 195.500 196.200 0.700 0.70015 196.200 197.000 0.800 0.800 0.800 0.800 0.800 0.800 0.800 0.80016 197.000 197.700 0.700 0.70017 197.700 198.400 0.700 0.700 0.700 0.70018 198.400 198.900 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.50019 198.900 199.000 0.100 0.100 0.10020 199.000 199.200 0.200 0.200


Page | 43



21 199.200 199.600 0.400 0.400 0.400 0.400 0.40022 199.600 199.700 0.100 0.100 0.100 0.10023 199.700 200.100 0.400 0.400 0.400 0.400 0.40024 200.100 200.300 0.200 0.200 0.200 0.20025 200.300 200.800 0.500 0.500 0.50026 200.800 201.000 0.200 0.200 0.200 0.200 0.200 0.20027 201.000 201.600 0.600 0.600 0.600 0.600 0.600 0.600 0.600 0.60028 201.600 201.900 0.300 0.300 0.300 0.300 0.300 0.30029 201.900 203.600 1.700 1.70030 203.600 203.700 0.100 0.100 0.10031 203.700 203.800 0.100 0.10032 203.800 204.000 0.200 0.200 0.200 0.200 0.20033 204.000 205.000 1.000 1.00034 205.000 207.000 2.000 2.000 2.00035 207.000 207.600 0.600 0.600 0.600 0.60036 207.600 207.900 0.300 0.30037 207.900 208.500 0.600 0.600 0.600 0.60038 208.500 209.100 0.600 0.60039 209.100 210.000 0.900 0.900 0.90040 210.000 213.000 3.000 3.000 3.000 3.00041 213.000 213.400 0.400 0.400 0.400 0.40042 213.400 214.000 0.600 0.600 0.600 0.600 0.600 0.600 0.600 0.60043 214.000 215.600 1.600 1.600 1.600 1.60044 215.600 216.500 0.900 0.90045 216.500 216.900 0.400 0.400 0.40046 216.900 218.000 1.100 1.100


Page | 44



47 218.000 218.700 0.700 0.700 0.700 0.70048 218.700 218.900 0.200 0.20049 218.900 219.100 0.200 0.200 0.20050 219.100 219.500 0.400 0.400 0.400 0.40051 219.500 219.700 0.200 0.200 0.20052 219.700 219.900 0.200 0.20053 219.900 220.000 0.100 0.100 0.100 0.10054 220.000 220.600 0.600 0.600 0.600 0.60055 220.600 221.400 0.800 0.800 0.800 0.800 0.800 0.800 0.800 0.80056 221.400 221.600 0.200 0.200 0.200 0.200 0.200 0.20057 221.600 223.200 1.600 1.600 1.60058 223.200 223.400 0.200 0.20059 223.400 224.100 0.700 0.700 0.70060 224.100 224.600 0.500 0.500 0.500 0.50061 224.600 226.000 1.400 1.400 1.40062 226.000 226.100 0.100 0.100 0.100 0.100 0.100 0.10063 226.100 229.900 3.800 3.800 3.800 3.800 3.800 3.800 3.800 3.80064 229.900 230.100 0.200 0.200 0.200 0.200 0.20065 230.100 230.300 0.200 0.20066 230.300 230.400 0.100 0.100 0.100 0.10067 230.400 231.100 0.700 0.700 0.700 0.700 0.700 0.700 0.700 0.70068 231.100 231.700 0.600 0.60069 231.700 231.800 0.100 0.100 0.10070 231.800 231.900 0.100 0.100 0.100 0.10071 231.900 232.100 0.200 0.200


Page | 45



72 232.100 232.400 0.300 0.300 0.300 0.300

73 232.400 233.000 0.600 0.60074 233.000 233.700 0.700 0.700 0.700 0.70075 233.700 234.000 0.300 0.30076 234.000 234.200 0.200 0.200 0.20077 234.200 234.800 0.600 0.60078 234.800 235.000 0.200 0.200 0.20079 235.000 235.400 0.400 0.400 0.400 0.40080 235.400 235.800 0.400 0.400 0.400 0.40081 235.800 236.135 0.335 0.335

Total: 53.885 42.900 33.100 20.400 19.100 18.300 18.300


Page | 46



8.STATUS OF RHS MAIN CARRIAGEWAY. RHS – MCW

Sl No.

ChainageLength

Progress Status

From To C & G EMB Top SG TOP GSB Top WMM Top

Prime/TackCoat DBM BC

1 182.250 182.400 0.150 0.150 0.150 0.150 2 182.400 182.900 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 3 182.900 184.600 1.700 1.700 1.700 1.700 1.700 4 184.600 186.700 2.100 2.100 2.100 2.100 2.100 2.100 2.100 2.100 5 186.700 187.000 0.300 0.300 0.300 0.300 6 187.000 187.600 0.600 0.600 0.600 7 187.600 187.900 0.300 0.300 0.300 0.300 0.300 8 187.900 189.100 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 9 189.100 189.200 0.100 0.100 0.100 0.100 0.100 10 189.200 189.500 0.300 0.300 0.300 0.300 0.300 11 189.500 189.600 0.100 0.100 0.100 0.100 0.100 12 189.600 194.400 4.800 4.800 4.800 4.800 4.800 4.800 4.800 4.800 13 194.400 195.500 1.100 1.100 1.100 1.100 14 195.500 196.200 0.700 0.700 0.700 15 196.200 199.300 3.100 3.100 3.100 3.100 16 199.300 199.600 0.300 0.300 0.300 0.300 0.300 17 199.600 199.700 0.100 0.100 0.100 0.100 18 199.700 201.000 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 19 201.000 202.000 1.000 1.000 1.000 1.000 20 202.000 203.700 1.700 1.700


Page | 47



21 203.700 204.200 0.500 0.500 0.500 0.500 0.500 0.500 0.500 0.500 22 204.200 204.300 0.100 0.100 0.100 0.100 23 204.300 206.400 2.100 2.100 24 206.400 207.000 0.600 0.600 0.600 25 207.000 207.600 0.600 0.600 0.600 0.600 26 207.600 208.000 0.400 0.400 0.400 27 208.000 208.600 0.600 0.600 0.600 0.600 28 208.600 209.300 0.700 0.700 29 209.300 209.700 0.400 0.400 0.400 30 209.700 212.800 3.100 3.100 3.100 3.100 31 212.800 213.400 0.600 0.600 0.600 32 213.400 213.900 0.500 0.500 0.500 0.500 33 213.900 214.200 0.300 0.300 0.300 0.300 0.300 34 214.200 216.000 1.800 1.800 1.800 1.800 35 216.000 216.600 0.600 0.600 36 216.600 217.200 0.600 0.600 0.600 37 217.200 218.000 0.800 0.800 38 218.000 218.500 0.500 0.500 0.500 0.500 39 218.500 219.000 0.500 0.500 0.500 40 219.000 220.000 1.000 1.000 41 220.000 220.300 0.300 0.300 0.300 42 220.300 221.900 1.600 1.600 1.600 1.600 43 221.900 222.000 0.100 0.100 44 222.000 222.300 0.300 0.300 0.300 0.300 45 222.300 224.000 1.700 1.700 1.700 46 224.000 224.100 0.100 0.100 47 224.100 224.500 0.400 0.400 0.400 0.400 0.400 48 224.500 225.000 0.500 0.500 0.500


Page | 48



49 225.000 225.900 0.900 0.900 50 225.900 226.000 0.100 0.100 0.100 51 226.000 229.600 3.600 3.600 3.600 3.600 3.600 3.600 3.600 3.600 52 229.600 230.200 0.600 0.600 0.600 53 230.200 231.200 1.000 1.000 1.000 1.000 54 231.200 233.800 2.600 2.600 2.600 55 233.800 234.000 0.200 0.200 56 234.000 234.200 0.200 0.200 0.200 57 234.200 234.600 0.400 0.400 58 234.600 236.135 1.535 1.535 1.535

Total: 53.885 45.285 33.350 17.500 14.000 14.000 14.000


Page | 49



9. PROGRESS VS ACHIEVEMENT AGAINST SCOPE OF WORK


C&G in Km

EMB TOP in Km SG in Km GSB in

KmWMM In

Km

DBM 1st Layer in

Km

DBM 2nd Layer in

KmBC Pipe

CulvertsBox

Culverts PUP VUP Minor Bridges

Major Bridges Piles Girders Planks

RE Wall BlocksCasting

RE Wall Blocks

Erection

107.77 107.77 107.77 107.77 107.77 107.77 107.77 107.77 51 142 4 7 12 2 40 227 200 660000 60000

107.77 88.185 66.450 37.900 33.100 32.300 32.300 0.000 44 122 4 3 11 2 40 220 200 367481 16345

0.00 17.635 17.10 3.700 9.000 11.200 11.200 0.000 5 11 1 0 0 0 0 16 0 65358 7765

100% 82% 62% 35% 31% 30% 30% 0% 86% 86% 100% 43% 92% 100% 100% 97% 100% 56% 27%

SUMMARY

During the Month

% of Work done

Scope

Achievement



10.“S” CURVE


Page | 51

650

78.00 79.00 80.00 81.00 82.00 83.00 84.00 85.00 86.00 87.00 88.00 89.00 90.00 91.00 92.00 93.00 94.00 95.00 96.00 97.00 98.00 99.00 100.00 101.00 102.00 103.00 104.00 105.00 106.00 107.00 108.00

Month

May-

13

Jun-

13

Jul-1

3

Aug-

13

Sep-

13

Oct-1

3

Nov-

13

Dec-

13

Jan-

14

Feb-

14

Mar-1

4

Apr-1

4

May-

14

Jun-

14

Jul-1

4

Aug-

14

Sep-

14

Oct-1

4

Nov-

14

Dec-

14

Jan-

15

Feb-

15

Mar-1

5

Apr-1

5

May-

15

Jun-

15

Jul-1

5

Aug-

15

Sep-

15

Oct-1

5

Nov-

15

Planned Amount in lac 822

985

1025

1091

1177

1759

2630

2473

2625

3349

3827

4615

5290

2361

2539

2390

4773

3655

2717

3182

3432

3744

4082

3521

2751

1160

1261

1240

2196

1672

705

Achived Amount in lac 2616

2212

4159

1447

1109

1959

2814

3248

4405

5015

6059

Cumulative Amount in lac (Planned) 82

2

1807

2832

3923

5101

6859

9489

1196

2

1458

7

1793

6

2176

4

2637

9

3166

9

3402

9

3656

9

3895

9

4373

2

4738

7

5010

4

5328

6

5671

8

6046

2

6454

4

6806

5

7081

6

7197

7

7323

8

7447

8

7667

4

7834

5

7905

0

Cum Amount in lac (Achived) 26

16

4827

8986

1043

3

1154

2

1350

1

1631

5

1956

2

2396

7

2898

2

3504

1

% of progress (Planned) 1.04

1.25

1.30

1.38

1.49

2.22

3.33

3.13

3.32

4.24

4.84

5.84

6.69

2.99

3.21

3.02

6.04

4.62

3.44

4.03

4.34

4.74

5.16

4.45

3.48

1.47

1.60

1.57

2.78

2.11

0.89

% of progress (Achved)

3.

31

2.

80

5.

26

1.

83

1.

40

2.

48

3.

56

4.

11

5.

57

6.

34

7.

66

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

Cumulative at the end of the month %

(Planned) 1.04

2.29

3.58

4.96

6.45

8.68

12.0

0

15.1

3

18.4

5

22.6

9

27.5

3

33.3

7

40.0

6

43.0

5

46.2

6

49.2

8

55.3

2

59.9

5

63.3

8

67.4

1

71.7

5

76.4

9

81.6

5

86.1

0

89.5

8

91.0

5

92.6

5

94.2

2

96.9

9

99.1

1

100.

00

Cumulative at the end of the month %

(Achived) 3.31

6.11

11.3

7

13.2

0

14.6

0

17.0

8

20.6

4

24.7

5

30.3

2

36.6

6

44.3

3

EPC : K N R Constructions Ltd. CONTRACT AMOUNT IN Lac Rs: 79050.00

Mile Stone -1 ( 180 Days) 10% (Fn) : 13/Nov/2013 Mile Stone-2 (400 Days) 35%(Fn) : 21/Jun/2014 Mile Stone-3 (650 Days) 70% (Fn) : 26/Feb/2015 Mile Stone-4 (910 Days) 100% Length : 14/Nov/2015

TARGET / COMPLETION DATE 13-Nov-2015

AGREEMENT DATE 17-Sep-2013 Four Laning of Walayar - Vadakancherry Section in Kerala Km. 182.250 (Design Chainage Km. 182.250) to Km. 240.000 (Design Chainage Km. 236.135) of NH-47 –Package NS-2/BOT/KL-2 on DBFOT (Toll) Basis under NHDP Phase II CONCESSION PERIOD 20 Yrs

COMMENCEMENT DATE 18-May-2013 Concessionare : KNR Walayar Tollways Private Limited. CONSTRUCTION PERIOD 910 Days3.

31 6.11 11

.37

13.2

0

14.6

0

17.0

8

20.6

4

24.7

5

30.3

2 36.6

6

44.3

3

1.04 2.29 3.58 4.96 6.45 8.

68 12.0

0

15.1

3

18.4

5

22.6

9

27.5

3 33.3

7 40.0

6

43.0

5

46.2

6

49.2

8 55.3

2

59.9

5

63.3

8

67.4

1

71.7

5

76.4

9 81.6

5

86.1

0

89.5

8

91.0

5

92.6

5

94.2

2

96.9

9

99.1

1

100.

00

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

110.00

May-

13

Jun-

13

Jul-1

3

Aug-1

3

Sep-

13

Oct-1

3

Nov-

13

Dec-

13

Jan-

14

Feb-

14

Mar-1

4

Apr-1

4

May-

14

Jun-

14

Jul-1

4

Aug-1

4

Sep-

14

Oct-1

4

Nov-

14

Dec-

14

Jan-

15

Feb-

15

Mar-1

5

Apr-1

5

May-

15

Jun-

15

Jul-1

5

Aug-1

5

Sep-

15

Oct-1

5

Nov-

15

Cumu

lative

wor

k %

Month Achived Planned

MS-2 (35%) 21/Jun/2014

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

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




Page | 52



11.PHOTOGRAPHS ON SITE ACTIVITIES

Completed Four Laning Highway with DBM at Km. 227+000 Toll Plaza Admin and O&M Building in Progress @ Km. 189.400

Construction of RE Wall in Progress @ VUP, Km.197+730 Flyover Work in Progress at Flyover 203.900


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