Bridge width : 12m (end to end) Median Width : 1.5 mtrs to 4.5 mtrs : 1.0m (at Median openings) Cross slope : 2.5% (on carriage way) : 3% (on shoulder) Embankment Side Slop : 1 in 1 to 1 in 2 Super Elevation : 7% (Maximum) Gradient (maximum) : ……..% Maximum (at Km ____ to _____) Radius (minimum) : ……..m (at Km _______ & at Km. _______) Pattern of widening as per Existing Chainage (Given in CA) Concentric : 28.857Kms. Eccentric LHS : 13.678 Kms. RHS : 11.450 Kms. Total : 53.885 Kms. Design speed : 100 KMPH (except few locations) Pavement Design for Rigid Pavement for Toll Plazas. Sl No. Layer Thickness (Tentative) 1 PQC 280 mm 2 DLC 150 mm 3 GSB 200 mm 4 Sub Grade 500mm Pavement Design for New Construction / Reconstruction and Widening Direction: Walayar to Vadakkancherry 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 62 (15 – Years) 76 (15 – Years) Wearing Course (BC), mm 50 50 Binder Course (DBM), mm 120 120 Base Course (WMM), mm 250 250 Granular Sub-base Course (GSB), mm 200 200 Sub-grade layers, mm 500 500 Direction: Vadakkancherry to Walayar Homogeneous Section HS-01 HS-02
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 Plants Sl. No Name of the Equipment Make /Model Qty Mobilized Location (Road Side, Quarry, Plant) Date of Remarks 1 Crusher Puzzalona 150 TPH 1 No. Palathurai 2 Nawa 250 TPH 1 No. Mangalamdam 3 Puzzalona 250TPH 1 No. Pudussery East Village Total 3 No's 4 Batching Plant Penta 60 Cum/Hr 1 No. PLANT @ Km. 187.000 5 Miller 30 Cum/Hr 1 No. PLANT @ Km. 231.735 6 Schwing Stetter 30 Cum/Hr 1 No. PLANT @ Km. 207.000 Total 3 No's 7 HOT MIXING PLANT D&G 240 TPH 1 No. PLANT @ Km. 231.735 Total 1 No. Machineries & Vehicles Sl No. Name of the Equipment Make /Model Qty Mobilized 1 Generators Crompton Greaves 7.5 KVA 1 No. 2 Kirloskar 15 KVA 2 No. 3 Cummins 40 KVA 1 No. 4 Greaves 40 KVA 2 No.
67 Water Tankers Ashok Leyland 6 No’s 68 Tata 2 No’s Total: 8 No’s 69 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 List of Lab Equipments Mobilized at Site 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 20 Sample Container 50mm No’s 6 21 Sample Container 75mm No’s 60 22 Sample Container 100mm No’s 40 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
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: 4031, 516 No’s 200 55 Cube 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 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
BAR CHART SHOWING THE DETAILS OF HIGHWAY PROGRESS BAR CHART SHOWING THE PROGRESS OF SERVICE ROAD STATUS OF LHS MAIN CARRIAGEWAY Sl No. Chainage Length Progress Status From To C & G EMB Top SG TOP GSB Top WMM Top Prime/ TackCoat DMB BC 1 182.250 183.000 0.750 0.750 2 183.000 186.200 3.200 3.200 3.200 3 186.200 186.800 0.600 0.600 0.600 0.600 4 186.800 187.900 1.100 1.100 5 187.900 188.200 0.300 0.300 0.300 6 188.200 192.100 3.900 3.900 7 192.100 192.400 0.300 0.300 0.300 8 192.400 194.200 1.800
35 220.400 220.900 0.500 0.500 36 220.900 221.200 0.300 0.300 0.300 37 221.200 221.500 0.300 0.300 38 221.500 222.000 0.500 39 222.000 222.900 0.900 0.900 40 222.900 223.200 0.300 0.300 0.300 41 223.200 223.800 0.600 0.600 42 223.800 226.300 2.500 2.500 2.500 43 226.300 226.400 0.100 0.100 0.100 0.100 44 226.400 226.800 0.400 0.400 0.400 45 226.800 227.300 0.500 0.500 0.500 0.500 46 227.300 227.900 0.600 0.600 47 227.900 228.900 1.000 1.000 1.000 48 228.900 229.400 0.500 0.500 0.500 0.500 49 229.400 229.600 0.200 0.200 0.200 50 229.600 229.900 0.300 0.300 51 229.900 230.100 0.200 0.200 0.200 52 230.100 230.300 0.200 0.200 53 230.300 231.000 0.700 0.700 0.700 0.700 54 231.000 231.100 0.100 0.100 0.100 55 231.100 231.300 0.200 0.200 56 231.300 231.700 0.400 57 231.700 231.800 0.100 0.100 0.100 58 231.800 231.900 0.100 0.100 0.100 0.100 59 231.900 232.100 0.200 0.200 60 232.100 232.400 0.300 0.300 0.300 0.300
7 188.430 189.740 1.310 1.310 1.310 1.310 8 189.740 190.780 1.040 1.040 1.040 1.040 1.04 9 190.780 197.400 6.620 6.620 6.620 10 197.400 198.000 0.600 0.600 11 198.000 198.600 0.600 0.600 0.600 12 198.600 199.400 0.800 0.800 13 199.400 200.000 0.600 14 200.000 203.500 3.500 3.500 15 203.500 205.300 1.800 16 205.300 206.600 1.300 1.300 17 206.600 207.000 0.400 18 207.000 207.600 0.600 0.600 0.600 19 207.600 207.900 0.300 20 207.900 209.000 1.100 1.100 21 209.000 209.300 0.300 22 209.300 210.200 0.900 0.900 0.900 23 210.200 211.300 1.100 1.100 1.100 1.100 24 211.300 212.600 1.300 1.300 1.300 25 212.600 213.200 0.600 26 213.200 213.300 0.100 0.100 0.100 27 213.300 213.900 0.600 28 213.900 214.200 0.300 0.300 0.300 29 214.200 214.400 0.200 30 214.400 214.700 0.300 0.300 31 214.700 215.200 0.500 32 215.200 216.000 0.800 0.800 0.800
33 216.000 216.600 0.600 0.600 34 216.600 217.200 0.600 0.600 0.600 35 217.200 217.600 0.400 0.400 36 217.600 218.200 0.600 37 218.200 218.400 0.200 0.200 38 218.400 219.200 0.800 39 219.200 221.300 2.100 2.100 40 221.300 221.700 0.400 41 221.700 221.800 0.100 0.100 0.100 42 221.800 222.000 0.200 43 222.000 222.200 0.200 0.200 44 222.200 222.300 0.100 0.100 0.100 45 222.300 223.700 1.400 1.400 46 223.700 223.000 -0.700 -0.700 -0.700 47 223.000 223.800 0.800 48 223.800 224.300 0.500 0.500 49 224.300 224.500 0.200 0.200 0.200 50 224.500 224.600 0.100 0.100 51 224.600 224.900 0.300 52 224.900 225.500 0.600 0.600 53 225.500 226.000 0.500 54 226.000 226.200 0.200 0.200 55 226.200 226.400 0.200 0.200 0.200 56 226.400 227.200 0.800 57 227.200 228.700 1.500 1.500 1.500 1.500 58 228.700 228.900 0.200
59 228.900 229.600 0.700 0.700 60 229.600 230.300 0.700 61 230.300 231.000 0.700 62 231.000 232.500 1.500 63 232.500 232.700 0.200 64 232.700 233.600 0.900 65 233.600 234.000 0.400 66 234.000 234.200 0.200 0.200 67 234.200 235.300 1.100 68 235.300 236.000 0.700 0.700 69 236.000 236.135 0.135 Total: 38.350 22.150 6.430 2.260
10 Pedestrian underpass at km.216.400 with 3.0m height shifted to Km216.337and modified to 4.5m –Kuzhalmannam Nos 1 1,22,79,620 11 Pedestrian underpass at km.223.530 to be modified to 4.5m in lieu of 3.0 m height Nos 1 1,31,58,858 12 Bus Shelters Nos 49 4,43,51,860 Total Amount 111,85,79,314