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| 1 | Earth work in excavation by manual means in trenches for foundation, 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 1.5mtr including disposal of excavated earth upto 1.00 Mtr from cutting edge, disposed earth to be leveled and neatly dressed. |
| 2 | All Kind of Soil 20% |
| 3 | Ordinary Rock 20% |
| 4 | Hard Rock RB 60% |
| 5 | Dumping/filling of stone in horizontal on level excluding cost of stone |
| 6 | 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(1cement:3corse sand :6 graded stone 20mm nominal size. |
| 7 | Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @20% of gross volume upto plinth level excluding cost of form work and including curing complete. |
| 8 | Cement concrete flooring 50mm thick 1:2:4(1cement: 2 Coarse sand: 4 graded stone agg.) finished with a floating coat of net cement slurry, but excluding the cost of nosing of step etc. comlepte 50mm thick with 20mm size stone agg. |
| 9 | Reinforced cement concrete work in beams suspended floors,roofs having slope upto 15* landings,balconies shelves,chajjas, lintels bands plain window sills,staircases and spiral stair cases upto floor five level excludiing the cost of centring shuttering,finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size. (crushed agregates) |
| 10 | Reinforcement for RCC works including straightening ,cutting,bending placing in position and binding and all complete.Hot Rolled deformed bars. |
| 11 | Centering and shuttering including strutting, propping etc. and removal form for:-charge |
| 12 | Walls (any thickness) including attached pilasters buttresses, plinth and string course etc. |
| 13 | Suspended floors, roofs, landings, balconies and assess plate forms. |
| 14 | Edge of slabs and breaks in floors and walls under 20cm wide |
| 15 | Carriage of material from source to site of work including loding un loding and stacking complete |
| 16 | (i)(Sand/Stone Agg.) by an avg lead of 15 Km by MT 1200 Mtr by Head load |
| 17 | (ii)Cement by an avg lead of 11 Km by MT 700 Mtr by Headload |
| 18 | (iii)Steel by an avg lead of 11 Km by MT 700 Mtr by Headload Please Enable Macros to View BoQ information |
