Fabrication of switch and motor and pump shed at different dewatering point at OC mines in AADOCM, Dhori Area

Amount

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. 1. Structural steel M.S. angle 40 x 40 x 5mm Angle 4 nos. x 6’6” = 26’ 2 nos. x 7’0” = 14’ 2 nos. x 6’0” = 12’ 3 nos. x 6’6” = 19’6” 2 nos. x 1’0” = 02’ Total 73’6” x 0.90Kg/ft. = 66.15 Kgs. M.S. plate 25 x 5mm (leg & breezing) 12 nos. x 1’ = 12’ x 0.30Kg/ft. = 03.60 Kgs. Total 69.75 Kgs. per shed X20Shed

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/ m² TOP roofing 2mtrX3 mtr=6 SQM per shed,

Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). [3mX2mX0.5m]X8 nos

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (3mX4nosX3layer+2mX8nos.X3layer+0.5mX32nos.)=110mX1.58KG per slab=173.8Kg per slab X 8slab

Total impact of GST for the purpose of CTC

M/S KUMAR ENTERPRISES

M/S SHIV PARBATI ENTERPRISES