Providing and fixing of chainlink fencing at Industrial Estate Kunan Poshpora Kupwara

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc (not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 mtr including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be leveled and neatly dressed in all kinds of soil. 1x1020.00x0.91x0.86 = 798.25 cum Gate =3 x1.52x1.52x1.48 = 10.25cum Total = 808.50 Cum .

Providing and laying of stone soling tightly hand packed under foundation incld. all carriages upto site of work complete. 1x1020.00 x0.91x0.15 = 139.23 cum Gate = 3x1.52x1.52x0.16 = 1.06cum Total =140.29 Cum

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level in 1:4:8 mix (1 Cement :4 coarse sand :8 graded stone agg.40mm Normal Size) using crushed agg. Including all leads, lists and all carriages. Upto site of work complete. 1x1020.00 x0.91x0.10 = 92.82 cum Gate =3x1.52x1.52x0.10 = 0.70cum Total = 93.52 Cum

Providing and laying in position cement concrete of specified grade reinforcement (1:1.5:3) mix excl. cost of centering and shuttering 20mm nominal size. including carriage and head load complete job Raft = 3x1.52x1.52x0.30 = 2.12 Cum Step = 3x0.77x0.91x0.91 = 1.91 Cum Column = 3x0.60x0.60x2.83 = 3.06 Cum Total =7.09 Cum

Centering and shuttering incl. strutting, propping etc. and removal of form work in foundation and plinth(Kit ply) 1x2x1020.00 x1.21 =2468.40 sqm Gate =Raft = 3x2x(1.52+1.52)x0.30 = 5.57 Sqm =3x2x(0.77+0.91)x0.91 = 9.19 Sqm =3x2x(0.60+0.60)x2.83 = 20.07 Sqm Total =2503.23 Sqm

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level in 1:3:6 mix (1 Cement :3 coarse sand :6 graded stone agg.20mm Normal Size) using crushed agg. Including all carriages upto site of work complete. U/G 1x1020.00 x0.60x0.60 = 367.20 cum A/G 1x1020.00 x0.45x0.60 = 275.40 cum Total =642.60 Cum

12mm thick cement sand plaster in 1:6 mix 1x1020 x1.67 =1703.40 sqm =3x2x(0.60+0.60)x2.83 = 20.00 Sqm Total =1723.40 Sqm

Steel reinforcement for RCC work incl. straightening, cutting, bending, placing in position and binding all complete cold twisted bars (TMT bars) incl. all carriages complete Qty vide item no.4 =7.09cum @120kg/cum = 8.50 Qtl

Labour charges for fixing of angle iron fencing posts in cement concrete block including leveling and placing in proper position complete job.(fabricated angle iron posts to be supplied by General Manager(M), SICOP).

Structural steel work welded in built up sections in gate and framed work including hold fasts, cutting hoisting fixing in position and applying priming coat of approved steel primer all complete incl. painting. Gate =1x4.87x2.44 = 11.89 Sqm W/Gate =1x0.91x2.44 = 2.22 Sqm Total=14.11Sqm @ 64.65 kg/Sqm = 912.00 Kgs

Back filling under with available soil including watering, ramming complete job. =3x(1.52x1.52x0.91)-3x(0.78x0.91x0.91) = 4.45 Cum

M/S KEHMIL VALLEY CONSTRUCTIONS

M/S KHAN BROTHERS