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| 1 | Earth work in excavation by Mechnical means (Hydrulic excavator ) over areas (exceeding 1.5m in width as well as 10 sqm on plan ) including disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by Engineer incharge |
| 2 | All Kind of soil 60% |
| 3 | Ordinary Rock 20% |
| 4 | Hard Rock (B.P) 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 50m |
| 6 | All Kind of soil |
| 7 | Ordinary Rock |
| 8 | Hard Rock (B.P) |
| 9 | Dumping 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 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 cement: 2 coarse sand (zone-III) derioved from natural sources: 4 graded stone aggregate 20mm nominal size derived from natural sources) |
| 12 | 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.. |
| 13 | 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) |
| 14 | Reinforcement for RCC works including straightening ,cutting,bending placing in position and binding and all complete.Hot Rolled deformed bars. |
| 15 | Centering and shuttering incld.strutting propping etc. and removal of from for wall any thickness incld. Attached pilaster, buttresses plinth and string coarse ect walls of any thickness |
| 16 | Edge of slabs and breaks in floors and walls under 20cm wide |
| 17 | Cement concrete flooring 40mm 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 40mm thick with 20mm size stone agg. |
| 18 | Hand packed stone in wire crate including cost of stones & cost of crates |
| 19 | Carriage of material from source to site of work including loding un loading and stacking complete |
| 20 | (i) Stone by an avg lead 300 Mtr by Head load |
| 21 | (ii)Aggregate & sand by an avg lead of 2 Km by MT 300 Mtr by Headload |
| 22 | (iii) Cement by an avg lead of 06 Km by MT 300 Mtr by Head load |
| 23 | (iv)Wire crates 4mm mesh by an avg lead of 49 Km by MT 300 Mtr by Headload |
| 24 | (v) Steel by an avg lead of 06 Km by MT & 300 Mtr by Head load |
| 25 | Disposal of excavated earth average lead of 2 Km by MT Please Enable Macros to View BoQ information |
