Construction of protective boundary through a portion of the pipeline of 2000 G.P.M. Pump, in operation in Mine, feeding water to the Tanker Point, by Rail Poles and work of Channel, Angle Iron, under Karo OCP, BnK Area

Amount

Excavation of the cable trenches in hard rock not exceeding 1.5 metres in width, and lift upto 1.5 metres, including getting out the excavated soil and disposal of excavated soil as directed within a lead of 50 metres. (0.91 mtr. X 0.91 mtr. X 0.91 mtr. = 0.75 cum x 36 nos. of Rail pieces = 27 cum

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 0.91 x 0.762 m x 0.762 m = 0.528 cum x 36 nos. of poles = 19 cum

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 36 no. of pieces = 387.01 x 6 = 2322.06"

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

Total impact of GST for the purpose of CTC

M.L. Enterprises (BID ID -1160940)

SANJAY KUMAR TIWARI (BID ID -1160939)