Fabrication of 04 numbers steel structure shed with supply of iron materials including GS Sheeting for its roofing and covering three sides of Generator of weighbridge No-13, WB-11 and 12, WB-10, WB-9 under Magadh OCP, M-S Area under Magadh OCP, M-S

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. Channel Iron 75mm X40 mm X 6mm =4.5 mtr X 7PC-31.5 mtr (7.14 kg/mtr)=224.91kg. Angle Iron 50 mm X 50 MM X 6MM-4.5M TR X 6 PC-27Mtr(4.50 kg/mtr)=121.5kg,Angle Iron 65 mm X 65 MM X 6MM-10 MTR(5.79 KG/MTR)=57.9 KG

Providing corrugated G.S. sheet roofing luding 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 surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required 0.80 mm thick with zinc coating not less than 275 gm/m² 5 x 3m=15 sqm For roof for three sides(4X1+4X1+3X1)=11 SQM Total=15+11 =26 sqm

Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonalsinterwoven with horizontal wires, of barbed wire weighing 9.38 kg per100 m (minimum), between the two posts fitted and fixed with G.I.staples, turn buckles etc. complete. (Cost of posts, struts, earthwork and concrete work to be paid for separately). Payment to bemade per metre cost of total length of barbed wire used.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

Total impact of GST for the purpose of CTC