Making of shed and water tanker points.

Amount

Part A (Making of rest shelter) (enter zero for this row)

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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (0.5m *0.5m *0.5m)*6

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. 65*65*6 MS Angle= (20+12+20+12)+(7.5+7.5+7.5+7.5)+7.5= 101.5 ft= 31mtr*4.5 Kg/m 50*50*6 MS Angle (20+12+20+12)+(2+2)+(2+2)=72 ft= 22mtr*4.5 Kg/m 50*6 MS Flat (for making seating arrangement) 20+12+20+(1.5*15)+(3*10)=104.5ft= 32*0.98 kg/m

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 : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size). (0.5m *0.5m *1m)*6

Providing corrugated GI sheet roofing including vertica/curved surface fixed with polymer coated J hooks etc. 0.63 mm thick with zinc coating not less than 275gm/sqm (20 ft * 12 ft)

Painting with enamel paint of approved brand and manufacturer to give an even shade (0.065*31*2+0.065*31*2) + (0.05*22*2+0.05*22*2) + (0.05*32*2)

Providing and fixing mild steel round holding down bolts with nuts and washers plates complete.

Part B (Making of tanker Point) (enter zero for this row)

Dismantling of 4" dia pipe

Erection of pole/pipe height above 6.5 m to 8 m

Supplying and erection of stay set complete (galvanised) with 19/20 mm dia x 1.8 metres long stay rod, anchor plate of size 45 cm x 45 cm x 7.5 mm, thimble, stay clamps, turn buckle (20 mm x 60 cm), 7/3.15 mm dia G.I. stay wire and strain wire and strain insulator etc in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required.

Supplying of channel iron 75 mm x 40 mm x 6 mm (7.14 kg per metre) cross arm for 2 wire over head line complete with clamps, bolts, nuts and washer etc including drilling of holes for insulator pins etc (as per drawing) and painting with and finished paint as required.

Loading un loading including transporting of 4 “ dia pipe

Loading un loading including transporting of 4 “ dia bend, Nipple

Laying of 4 “ dia pipe line in normal surface

Laying of 4 “ dia nipple, bend

Providing of rubber packing joints 4" dia

Making and fixing of short piece / jointer

Providing and fixing of 5/8, 2.5 inch long MS Nut bolts

Cutting of pipe for matching delivery line 4*3.14*3.14

Welding of pipe double layer for flange fixing and for making double length. 6x4x3.14= 75.36 X 2 = 150.72

Supply and providing flange for 4" dia pipe

Supply and fixing 4 ” sluice valve

Total impact of GST for the purpose of CTC

kamlesh kumar chouhan

M/s Welltech Engineering works