Making of protective boundary along a portion of the pipeline of the Pump, in operation at siding, supplying water to the reservoir, by cutting, welding of departmental Rail Pole and work of Channel, Angle Iron, at Kargali siding PF-II under Karo OCP

Excavation for foundation in soft soil including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 metres, (20' x 10' x 1.5') = (300 cubic feet x 0.0283 cum)= 8.49 cum

Providing and laying in position cement concrete 1:3:6 (1 cement : 2 coarse sand : 6 graded stone aggregate 20 mm nominal size) in foundation of pump, DG set etc. including form work etc. as required

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (Jointing 18 x 2 nos. of 0.5 metre length of 100 mm x 50 mm x 6 mm Channel Iron) equivalent to 18 x 2 x (9.56 kg/m x 0.5 m) = 172.08 kg plus 50 metre length of 50 mm x 50 mm x 6 mm Angle Iron (50 m x 4.5 kg/ m = 225 kg); Total = 397.08 kg

Cutting of 6" dia M.S./ G.I. Pipes for smooth surface making as required (Cutting of one no. of 10 metre length of 90 lbs Rail Pole into 6 pieces of 5 feet each = 77.4025 x 5 = 387.01"), Thus, for making 42 no. of pieces = 387.01 x 7 = 2709.07"

Total impact of GST for the purpose of CTC