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| 1 | 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 1 mtr |
| 2 | All Kind of soil 85% |
| 3 | Ordinary Rock 10% |
| 4 | Hard Rock (B.P) 05% |
| 5 | Dumping /Filling of stones in horizontal level excluding cost of stone |
| 6 | 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) |
| 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 | Reinforced cement concrete work in wall’s (any thickness) and slab including attached pilasters, buttresses plinth and string courses, fillets columns, pillars piers, abutments, post and struts etc up to floor 5 level excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement 1.5 course sand and 3 graded crushed stone agg. 20mm nominal size. |
| 9 | Reinforcement for RCC works including straightening ,cutting,bending placing in position and binding and all complete.Hot Rolled deformed bars. |
| 10 | 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. |
| 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 | Providing & fixing angle iron, channel section, flate iron sheet / plate in weldup section including priming carriage etc complete for Gate and mainhole cover as per the direction of site engineer. |
| 16 | Provision for P/f PVC Pipe, Plythine sheet etc for supply of irrigation water during excution of work at site. |
| 17 | Carriage of material from source to site of work including loding un loading and stacking complete |
| 18 | (i)Stone by an avg lead of 05 Km by MT 450 Mtr by Head load |
| 19 | (ii)Sand / Aggregate by an avg lead of 12 Km by MT 450 Mtr by Head load |
| 20 | (iii)Cement by an avg 45 Km by MT 450 Mtr by Headload |
| 21 | (iv)Steel by an avg 45 Km by MT 450 Mtr by Headload Please Enable Macros to View BoQ information |
