CO TRANSFORMER BED AT HANGALPAWA NHO GH. HASSAN KHAN

Amount

C/O TRANSFORMER BED AT HANGALPAWA NHO GH. HASSAN KHAN

Earthwork in excavation in areas , exceeding 30 cm in depth , 1.5 m in width as well as 10 sqm on plan , including disposal of excavated earth and lift upto 1.5 m ,disposed earth to be levelled and neatly dressed , for an average lead of 50 m (2.15m X 1.2m)+ (.95X1.2)= 3.72 SM

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 2.15X2.15X2.1 = 9.71 CM 2.15X2.15X.15 = .7 CM Deduct on account of boulders = .95X.95X1.5= 1.35 CM NET QTY=9.06 CM

Form work of ordinary timber which including centering , shuttering and removal of form work etc 4X2.15X1.5= 12.9 sq m 4X.95X1.5= 5.7 sq m TOTAL = 18.6 SM

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete 1. upto plinth level= 12mm rods with a spacing of 15cm 2. Slab= 12mm rods with a spacing of 10cm

Filling and packing of boulders including its cost

Carriage of all material to site