Construction of wooden foot bridge

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. and for shafts, wells, cesspits and the like (exceeding 30cm and upto 1.5m in depth as well as 10sqm on plan) upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in any kind of soil 80%, ordinary rock =20% 1x1.30x2.20=2.86 cum, 1x6.38x2.20=14.04 cum Total= 16.90 cum

Providing and laying in position cement concrete 1:5:10 of specified grade excluding the cost of centering and shuttering- All work upto plinth level. BED= 1x3.20x2.20x0.10 = 0.70 cum

Providing and laying in position RCC 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size)specified grade of reinforced cement concrete excluding the cost of centering. shuttering, finishing and reinforcement-All work upto plinth level . RAFT = 2x3.20x2.20x0.20 = 2.82 Cum

Cement concrete 1:2:4 (20mm Agg.) work in walls (any thickness), including attached pilasters, buttresses,plinth and string courses, fillets, columns, pillars,piers, abutmen"ts, posts ans sturts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement. Step-1 = 3.00x2.20x1.50 = 9.90 cum, Step-2= 1x2.00x1/2x2.80+1.50x4.00= 17.20 cum & 1x2.00x1/2x1.50+1.50x1=3.00 cum,Deductions 30% = 9.03 Net= 21.07 cum

Providing ad laying in position Reinforced cement concrete 1:1.5:3(20mm Agg Crushed ) as in Abutment. Cap etc , CAP{ 2x1.50x2.00x0.20 = 1.20 Cum

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. RAFT: @ /Kg/Cum & CAP: @ Kg/Cum

RR stone masonary with hard stone in foundation and plinth using nallah stone in Cement Mortar 1:6. Approach Wall: 2x5.00x1/2x(0.60+0.90)x1.50= 11.25 /cum

Centering and shuttering including strutting~ propping etc and removal of form work for.-Foundations footings. bases of columns. RAFT: 4x(3.20+2.20)x0.20 = 4.32 Sqm , 1st Step: 4x(3.00+2.20)x1.50= 31.20 Sqm, 2nd Step: 4x(2.00+2.15)x1.00= 16.60 Sqm, Total : 52.12 Sqm

Edges of slab &breaks in floor below 20cm wideCentering and shuttering including strutting~ propping etc. CAP: 4x(1.50+2.00) = 14.00 RM

Cement concrete 1:2:4 (20mm Agg.) work in works upto plinth level excluding cost of centring, shuttering, finishing and reinforcement. PATH= 2x5.00x1.80x0.075= 1.35 Cum

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length of Second class deodar wood Labour rate only (excluding cost of wood) including priming and painting Complete. BEAM = 3x20.00x0.30x0.40 = 7.20 cum, PLANKS = 0.00x1.50 x 0.05 = 1.50 cum, RAILING = 200x0.90x0.075x0.125= 1.69 cum Total: = 10.39 cum

Bilal Ahmed Wani

Irshad Hussain Wani

CONTRACTOR SULAMON

M/s Mohd Ishtiaq

JAVED IQBAL

IMRAN MAJID