Civil Construction Costs 775.00 Contingency (as % of Civil Construction Costs 15.50 Total EPC Cost 790.50 Non – EPC Cost Insurance during Construction 2.37 Preliminary Exp. 7.75 Other SPC Overheads 17.44 Total Non-EPC Cost 27.56 Premium to be paid on COD 0.00 Total Capital Cost (excluding IDC) 818.06 IDC 82.46 Total 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 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
Sl. No Description Unit Equipment Available at Lab Remarks 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 13 Atterberg 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 15 Sand Pouring Cylinder (Sand Replacement Method) 150mm dia No’s 6 16 Sand Pouring Cylinder (Sand Replacement Method) 200mm dia No’s 5 17 Trays with centre hole 100mm dia No’s 3 18 Trays with centre hole 150mm dia No’s 6 19 Trays with centre hole 200mm dia No’s 6
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 69 Marshall 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 2.4. a SUMMARY OF ROAD PROGRESS-FOUR LANE COMPLETED Sl. No Item Total (Kms) Completed (Kms) Balance (Kms) 1 Embankment 53.885 30.100 23.785 2 Subgrade 53.885 19.600 34.285 3 Granular Sub Base 53.885 13.250 40.635 4 Wet Mix Macadam 53.885 9.150 44.735 5 Dense Bituminous Macadam 53.885 7.300 46.585 6 Bituminous concrete 53.885 0.000 53.885 2.4. b. HIGHWAY PROGRESS LEANIER as on 31-01-2014 Sl No. Item Left Side Right Side Length (Kms) Comp. (Kms) Bal. (Kms) Length (Kms) Comp. (Kms) Bal. (Kms) 1 Embankment 53.885 31.600 22.285 53.885 28.600 25.285 2 Subgrade 53.885 21.900 31.985 53.885 17.300 36.585 3 Granular Sub Base 53.885 14.200 39.685 53.885 12.300 41.585 4 Wet Mix Macadam 53.885 10.100 43.785 53.885 8.200 45.685 5 Dense Bituminous Macadam 53.885 8.300 45.585 53.885 6.300 47.585 6 Bituminous concrete 53.885 0.000 53.885 53.885 0.000 53.885 2.4. c HIGHWAY PROGRESS SERVICE ROADS Sl. No Description Total length of the Service Roads (KM) Length (Km) Completed in January – 2014 Cumulative length (Km) Completed up to January – 2014 Cumulative length (Km) Completed up to December -20th
e. Utility Shifting- Water supply lines Similarly, towards shifting water supply utility lines 7 Nos estimates amounting Rs. 4.09 Cr. have been furnished by Kerala Water Authority (KWA) covering Rural Water Supply schemes (RWSS) in seven towns and 5 estimates belonging to 5 local Panchayat. The shifting of water supply utility lines has been begun by the EPC Contractor. PD, PIU, NHAI entrusted the work of shifting of water supply lines is given to the concessionaire at KWA approved rates. Concessionaire entrusted the shifting of Electrical to EPC Contractor under variation item. As per approved estimate NHAI paid Supervision charges to KWA. The shifting of Water Supply lines has been started by the EPC contractor
7.BAR CHART SHOWING THE DETAILS OF HIGHWAY PROGRESS 8.Linear Wise LHS & RHS Main Carriageway Status LHS – MCW Sl No. Chainage Length Progress Status From To C & G EMB Top SG TOP GSB Top WMM Top Prime/ TackCoat DMB BC 1 182.250 182.400 0.150 0.150 2 182.400 183.600 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 3 183.600 184.400 0.800 0.800 0.800 4 184.400 184.700 0.300 0.300 0.300 0.300 5 184.700 186.700 2.000 2.000 2.000 2.000 2.000 2.000 2.000 2.000 6 186.700 186.800 0.100 0.100 0.100 0.100 7 186.800 187.900 1.100 1.100 8 187.900 189.100 1.200 1.200 1.200 1.200 1.200 9 189.100 189.600 0.500 0.500 10 189.600 190.600 1.000 1.000 1.000 1.000 1.000 11 190.600 190.900 0.300 0.300 0.300 0.300 12 190.900 191.300 0.400 0.400 13 191.300 192.000 0.700 0.700 0.700 0.700 0.700 0.700 14 192.000 192.100 0.100 0.100
15 192.100 193.200 1.100 1.100 1.100 1.100 1.100 1.100 16 193.200 194.400 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 17 194.400 195.300 0.900 0.900 0.900 0.900 0.900 18 195.300 195.500 0.200 0.200 0.200 0.200 19 195.500 196.300 0.800 0.800 20 196.300 196.800 0.500 0.500 0.500 21 196.800 199.200 2.400 2.400 22 199.200 199.500 0.300 0.300 0.300 0.300 23 199.500 200.100 0.600 0.600 0.600 24 200.100 201.000 0.900 0.900 25 201.000 201.700 0.700 0.700 0.700 0.700 0.700 26 201.700 203.600 1.900 1.900 27 203.600 203.700 0.100 0.100 0.100 28 203.700 203.800 0.100 0.100 29 203.800 204.000 0.200 0.200 0.200 0.200 0.200 30 204.000 205.000 1.000 1.000 31 205.000 207.600 2.600 2.600 2.600 32 207.600 209.100 1.500 1.500 33 209.100 209.700 0.600 0.600 0.600 34 209.700 213.000 3.300 3.300 35 213.000 213.900 0.900 0.900 0.900 0.900 36 213.900 214.200 0.300 0.300 0.300 37 214.200 214.500 0.300 0.300 38 214.500 214.800 0.300 0.300 0.300 0.300 39 214.800 215.100 0.300 0.300 40 215.100 215.600 0.500 0.500 0.500 0.500 41 215.600 216.500 0.900 0.900
69 231.700 231.800 0.100 0.100 0.100 70 231.800 231.900 0.100 0.100 0.100 0.100 71 231.900 232.100 0.200 0.200 72 232.100 232.400 0.300 0.300 0.300 0.300 73 232.400 233.000 0.600 0.600 74 233.000 233.700 0.700 0.700 0.700 0.700 75 233.700 234.000 0.300 0.300 76 234.000 234.200 0.200 0.200 0.200 77 234.200 234.800 0.600 0.600 78 234.800 235.000 0.200 0.200 0.200 79 235.000 235.400 0.400 0.400 0.400 0.400 80 235.400 235.800 0.400 0.400 0.400 81 235.800 236.135 0.335 0.335 Total: 53.885 31.600 21.900 14.200 10.100 8.300 8.300