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| 1 | 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 |
| 2 | 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 sizePillar = 2 x 2x1'-6\\"x0'-6\\" = 3 cft |
| 3 | 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 cftAbove G/LPillar = 2 x 2 x 1'-0\\"x 2'-0\\" = 8.00 cft Resting Slab on pillar = 6'-0\\"x4'-0\\"x0'-6\\" = 12.00 cftTank = 6'-0\\" x 4'-0\\" x 0'-6\\" = 12.00 cftSlab = 6'-0\\" x 4'-0\\" x 6\\"= 12.00 cftTotal = 50.00 cft |
| 4 | 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 |
| 5 | 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 sftTank = 2x2x6x4x4'-0\\" = 384 sftTotal = 32 sft |
| 6 | 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 |
| 7 | Edges of slab and breaks in floors and walls(under 20 cms wide)2x2x2x6'-0\\"x4'-0\\"x6\\"= 96 .00 rft |
| 8 | 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 sftInner 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 sftSide Beam = 2 x 3x5'-3\\"x9\\" = 23.625 sft Total = 224.75 sft |
| 9 | 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 |
| 10 | 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 |
| 11 | Providing and fixing brass bib cock of approved qual\\"1ty.15 mm nominal bore |
| 12 | Carriage 0f material by mechanical transport including loading ,unloading and stacking completed sand lead up to 18 km |
| 13 | Carriage 0f material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm size lead up to 35 Km Please Enable Macros to View BoQ information |
