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| 1 | Earth work in excavation by manual means over areas (exceeding 30cm in depth ,1.5m in weadth as well as 10 sqm on plan ) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m ,as directed by Engineer -in-charge |
| 2 | All Kind of Soil 60% |
| 3 | Ordinary Rock 20% |
| 4 | Hard Rock (R.B) 20% |
| 5 | Earth work in excavation by manual means in foundation trench or drains (not exceeding 1.5m in weadth or 10 sqm on plan )including dressing of sides and ramming of bottoms ,lift upto 1.5m ,including getting out the excavated soil and disposal of surplus excavated soil as directed ,within a lead of 25m |
| 6 | All Kind of soil 65% |
| 7 | Ordinary Rock 30% |
| 8 | Hard Rock (R.B) 05% |
| 9 | Dumping /Filling of stones in horizontal level excluding cost of stone |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:3:6 (1 cement: 3 coarse sand (zone-III) derioved from natural sources: 6 graded stone aggregate 20mm nominal size derived from natural sources) |
| 11 | 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.. |
| 12 | 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) |
| 13 | Reinforcement for RCC works including straightening ,cutting,bending placing in position and binding and all complete.Hot Rolled deformed bars. |
| 14 | Steelwork in buildup section incl. welding cariage etc complete made up with angle iron frame IMSC, MS sheet ( for manhole / escape gate etc) as directed by engineer incharge at site. |
| 15 | 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. |
| 16 | Centering and shuttering including strutting, propping etc. and removal form for:-charge |
| 17 | Walls (any thickness) including attached pilasters buttresses, plinth and string course etc. |
| 18 | Suspended floors, roofs, landings, balconies and assess plate forms. |
| 19 | Edge of slabs and breaks in floors and walls under 20cm wide |
| 20 | Carriage of material from source to site of work including loding un loading and stacking complete |
| 21 | (i)Stone for an avg lead 700 Mtr by Head load |
| 22 | (ii)Sand / Aggregate for an avg lead of 12 Km MT and 800 Mtr by Head load |
| 23 | (iii)Cement by an avg lead of 70 Km by MT 800 Mtr by Headload |
| 24 | (iv)Steel by an avg lead of 70 Km by MT 800 Mtr by Headload Please Enable Macros to View BoQ information |
