Construction of Drinking water Facility at PS Girls Vasdevna. (3rd Time).

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 1 Osqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in: All kinds of soil Pillar = 2 x 2x1'6''x 2'-0'' = 12 cft

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering , all works upto plinth level ( 1 : 4 : 8) 1 cement 4 coarse sand 8 stone aggregate grade , with 40mm nominal size Pillar = 2 x 2x1'-6"x0'-6" = 3 cft

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. B/W GL Pillar= 2 x 2 x 1'-0" x 1'-6"= 6.00 cft Above G/L Pillar = 2 x 2 x 1'-0"x 2'-0" = 8.00 cft Resting Slab on pillar = 6'-0"x4'-0"x0'-6" = 12.00 cft Tank = 6'-0" x 4'-0" x 0'-6" = 12.00 cft Slab = 6'-0" x 4'-0" x 6"= 12.00 cft Total = 50.00 cft

Reinforcement of RCC work in plinth band incl straightening, cutting, bending , placing in position and binding all complete. Thermo Mechanically Treated Bars Qty vide item [email protected] Qtl/cum = 1..55qtls

Providing form work for foundation footing bases of column (upto Plinth) Pillar =2x4x1'-0"x1'-0"x1'-6" = 12 sft (above Plinth) Pillar = 2x4x1'-0"x1'-0"x2'-6" = 20 sft Tank = 2x2x6x4x4'-0" = 384 sft Total = 32 sft

Centring and shuttermg including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platforms. Slab = 2x6'-0"x4'-0"x0'-6" = 24 sft

Edges of slab and breaks in floors and walls(under 20 cms wide) 2x2x2x6'-0"x4'-0"x6"= 96 .00 rft

15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 ( 1 cement 6 fine sand ) Outer side = 2x(6'-9"+4'-9")x 4'-6" =82.125 sft Inner side = 2x (6'-0"+4'-0")x 4'-0'= 80 sft Pillars = 2 x4 x9"x2'-6"= 15 sft Slab ceiling = 6'-0"x4'-0" = 24 sft Side Beam = 2 x 3x5'-3"x9" = 23.625 sft Total = 224.75 sft

Cement concrete flooring in (1:2:4) 1 cement : 2 coarse sand : 4 stone aggregate finishing with a floating coat of neat cement including cement slurry but exd. The cost of nosing of step etc. complete 40mm thick with 20 mm nominal size stone aggregates (crushed) Slab flooring = 1x 6'-0" x 4'-0"= 24.00 sft

White washing with lime to give an even shade with three or more coats on new work Qty vide item no. 8 = 20.88 sqm

Providing and fixing brass bib cock of approved qual"1ty.15 mm nominal bore

Carriage 0f material by mechanical transport including loading ,unloading and stacking completed sand lead up to 18 km

Carriage 0f material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm size lead up to 35 Km

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