8/13/2019 pratik -25.12.13

1/2

MF L B H Cum Rate Amount No. of

EqptsTotal

Amount1 Lighting Arrestor

1 Excavationa) Hard Murrum Cum 1 139.50 0.00b) Hard Rock Cum 1 1.5 1.5 2.1 4.73 1069.50 5053.39

2 Bed Concrete for Foundations Cum 1 1.5 1.5 0.1 0.23 2883.00 648.683 P/L C.C. M20 FOR RAFT (Eqpt) Cum 1 1.5 1.5 0.2 0.45 4789.50 2155.28

4 P/L C.C. M20 FOR COLUMN Cum 1 0.65 0.65 2.25 0.95 5440.50 5171.885 Fixing of Templates No 1 1.00 465.00 465.006 Steel for Reinforcement Kg 1 72.68 9.00 654.15

14148.36 6 84890.162 Coupling Capacitor

1 Excavationa) Hard Murrum Cum 1 139.50 0.00b) Hard Rock Cum 1 1.9 1.9 1.85 6.68 1069.50 7142.66

2 Bed Concrete for Foundations Cum 1 1.5 1.5 0.1 0.23 2883.00 648.683 P/L C.C. M20 FOR RAFT (Eqpt) Cum 1 1.5 1.5 0.2 0.45 4789.50 2155.284 P/L C.C. M20 FOR COLUMN Cum 1 0.65 0.65 2 0.85 5440.50 4597.225 Fixing of Templates No 1 1.00 465.00 465.006 Steel for Reinforcement Kg 1 72.68 9.00 654.15

15662.98 4 62651.90

3 Bus Post Insulator1 Excavationa) Hard Murrum Cum 1 139.50 0.00b) Hard Rock Cum 1 1.9 1.9 1.85 6.68 1069.50 7142.66

2 Bed Concrete for Foundations Cum 1 1.5 1.5 0.1 0.23 2883.00 648.683 P/L C.C. M20 FOR RAFT (Eqpt) Cum 1 1.3 1.3 0.2 0.34 4789.50 1618.854 P/L C.C. M20 FOR COLUMN Cum 1 0.65 0.65 1.85 0.78 5440.50 4252.435 Fixing of Templates No 1 1.00 465.00 465.006 Steel for Reinforcement Kg 1 72.68 9.00 654.15

14781.76 6 88690.564 Wave Trap

1 Excavationa) Hard Murrum Cum 1 139.50 0.00b) Hard Rock Cum 1 1.6 1.6 2.1 5.38 1069.50 5749.63

2 Bed Concrete for Foundations Cum 1 1.5 1.5 0.1 0.23 2883.00 648.683 P/L C.C. M20 FOR RAFT (Eqpt) Cum 1 1.3 1.3 0.2 0.34 4789.50 1618.854 P/L C.C. M20 FOR GANTRY LVL Cum 1 1.3 1.3 0.2 0.34 4790.50 1619.194 P/L C.C. M20 FOR COLUMN Cum 1 0.75 0.75 2.1 1.18 5440.50 6426.595 Fixing of Templates No 1 1.00 465.00 465.006 Steel for Reinforcement Kg 1 72.68 9.00 654.15

17182.08 4 68728.345 Current Transformer

1 Excavationa) Hard Murrum Cum 1 139.50 0.00b) Hard Rock Cum 1 1.9 1.9 1.85 6.68 1069.50 7142.66

2 Bed Concrete for Foundations Cum 1 1.5 1.5 0.1 0.23 2883.00 648.683 P/L C.C. M20 FOR RAFT (Eqpt) Cum 1 1.3 1.3 0.2 0.34 4789.50 1618.854 P/L C.C. M20 FOR COLUMN Cum 1 0.75 0.75 1.85 1.04 5440.50 5661.525 Fixing of Templates No 1 1.00 465.00 465.006 Steel for Reinforcement Kg 1 75.49 9.00 679.42

16216.12 6 97296.736 Circuit Breaker

1 Excavationa) Hard Murrum Cum 2 139.50 0.00b) Hard Rock Cum 2 1.9 1.9 1.85 13.36 1069.50 14285.31

2 Bed Concrete for Foundations Cum 2 1.7 1.7 0.1 0.58 2883.00 1666.373 P/L C.C. M20 FOR RAFT (Eqpt) Cum 2 1.5 1.5 0.25 1.13 4789.50 5388.194 P/L C.C. M20 FOR COLUMN Cum 2 0.8 0.8 1.85 2.37 5440.50 12883.105 Fixing of Templates No 2 2.00 465.00 930.006 Steel for Reinforcement Kg 2 186.04 9.00 1674.40

36827.38 4 147309.527 Isolator

1 Excavation

8/13/2019 pratik -25.12.13

2/2

a) Hard Murrum Cum 2 139.50 0.00b) Hard Rock Cum 2 1.6 2.8 1.85 16.58 1069.50 17728.03

2 Bed Concrete for Foundations Cum 2 1.2 2.4 0.1 0.58 2883.00 1660.613 P/L C.C. M20 FOR RAFT (Eqpt) Cum 2 1 2.2 0.25 1.10 4789.50 5268.454 P/L C.C. M20 FOR COLUMN Cum 4 0.4 0.4 1.85 1.18 5440.50 6441.555 Fixing of Templates No 4 4.00 465.00 1860.006 Steel for Reinforcement Kg 2 194.02 9.00 1746.17

34704.81 9 312343.338 Gantry Type "FG"

1 Excavation

a) Hard Murrum Cum 1 139.50 0.00b) Hard Rock Cum 1 4.7 4.7 2.1 46.39 1069.50 49613.04

2 Bed Concrete for Foundations Cum 1 4.7 4.7 0.1 2.21 2883.00 6368.553 P/L C.C. M25 FOR RAFT Cum 1 4.5 4.5 0.4 8.10 5394.00 43691.404 P/L C.C. M25 FOR RAFT Beam Cum 2 4.5 0.55 0.15 0.74 5533.00 4108.255 P/L C.C. M25 FOR COLUMN Cum 4 0.55 0.55 1.75 2.12 5533.50 11717.196 Fixing of Templates No 4 4.00 465.00 1860.007 Steel for Reinforcement Kg 2 1288.20 9.00 11593.78

128952.20 3 386856.609 Gantry Type "FH"

1 Excavationa) Hard Murrum Cum 1 139.50 0.00b) Hard Rock Cum 1 4.4 4.4 2.2 42.59 1069.50 45552.14

2 Bed Concrete for Foundations Cum 1 3.8 3.8 0.1 1.44 2883.00 4163.05

3 P/L C.C. M25 FOR RAFT Cum 1 3.6 3.6 0.35 4.54 5394.00 24467.184 P/L C.C. M25 FOR RAFT Beam Cum 2 3.6 0.55 0.1 0.40 5533.00 2191.075 P/L C.C. M25 FOR COLUMN Cum 4 0.55 0.55 1.95 2.36 5533.50 13056.296 Fixing of Templates No 4 4.00 465.00 1860.007 Steel for Reinforcement Kg 2 627.35 9.00 5646.14

96935.88 2 193871.771442638.90

DismantellingPlatform Cmt 1 22 2 1 44 1069.5 47058Existing Foundation Cmt 2 2 1.3 1 5.2 1069.5 5561.4CT Culvert Ramp 4 4.5 3 0.5 27 1069.5 28876.5

76.2 81495.90 79356.90

Conveying of Materials1 Lighting Arrestor Cmt 6 28.35 4.73 232.002 Coupling Capacitor Cmt 4 26.714 6.68 0.003 Bus Post Insulator Cmt 6 40.071 6.68 0.004 Wave Trap Cmt 4 21.504 5.38 0.005 Current Transformer Cmt 6 40.071 6.68 0.006 Circuit Breaker Cmt 4 53.428 13.36 0.007 Isolator Cmt 9 149.184 16.58 0.008 Gantry Type "FG" Cmt 3 139.167 46.39 0.009 Gantry Type "FH" Cmt 2 85.184 42.59 0.00

583.673 156209.37Total Disposal Qty 1319.75 306181.07with 25% 1649.68Actual Disposal Qty 1377.00 319464Steel Reinf(Labour Only) 9 9524 85716.00 81000.00

183.645 1759205.17

369.546455.94

1009.1311759205.17

232 188.663732.639455.9341377.24