Construction of Water Tank at Surpan Patnazi Under Untide Grants

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 up to 1.5mtr including disposal of excavated earth up to 1 mtr from cutting edge , disposed earth is to be leveled and neatly dressed. 100% all kinds of soil.

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level.1:4:8( 1 cement : 4 coarse sand : 8 graded stone aggregate; 20mm normal size) Nallah stone

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level.1:3:6( 1 cement : 2 coarse sand : 4 graded stone aggregate; 40mm normal size) Nallah Bajree

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 50mm thick 12.5mm nominal size stone aggregate

Reinforced cement concrete work in walls (any thickness) including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers abutment, posts and struts etc. Up to five level excluding cost of centering shuttering, finishing and reinforcement.1:1.5:3 (1cement:1.5 coarse sand : 3 graded stone aggregate; 20mm normal size)

Cantering and shuttering including strutting, propping etc and removal of form work for:-(a) Walls (any thickness ) including attached plasters, buttresses, plinth and string courses etc.

Suspended floors roofs landing balconies ans acess plate forms

Edges of the slab and breaks in floors and wall under 20cm

12 mm cement plaster finished with a floating coat of neat cement mix (1:3) 1 cement : 3 fine sand.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars

Steel work welded in built up section / framed work including cutting hoisting fixing in position complete and applying a priming coat of approved steel primer. =01 No.

Carriage of G.I Pipes from nearest source to road side of work by Mechanical Transport for an av. Distance 210 km of including loading unloading and stacking.

Carriage of G.I pipes from road side to site of work by manual labour for an average distance of by Head Load 03 km.

Providing and fixing of HDEP Pipes complete with G.I fitting (Pressure-10) 25 mm Dia

Returning/refilling the available excavated soil as required in layers not exceeding 20 cm in depth excluding consoilidation each deposited layer by ramming, watering etc.

Carriage of Cement from nearest source to road side of work for an av. Distance of 30 Km by M.T.

Steel

Carriage of material from road side to site of work for an av. Distance of 30 km. by M.T Sand=

Agg 20mm=

Carriage of material from road side to site of work for an av. Distance of 03 km. by head load.Cement=

Steel=

Carriage of material from road side to site of work for an av. Distance of 03km. by head load.Sand=

Agg 20mm=

Carriage of material from road side to site of work for an av. Distance of 03 km. by head load.Agg 40mm=

Carriage of Stone from nearest source to site of work for an av. Distance of 03 km. by head load.

Asir Farooq Keen

SH. MOHD IQBAL KEEN

Anil Kumar

Abdul Kabir Keen