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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 80% |
| 3 | Hard Rock B.P 20% |
| 4 | Dumping stones in horizontal level excluding cost of stone |
| 5 | 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. |
| 6 | Reinforced cement concrete work in wall’s (any thickness) 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 1:2:4 (1 cement 2 course sand and 4 graded crushed stone agg. 20mm nominal size. |
| 7 | Reinforcement for RCC works including straightening ,cutting,bending placing in position and binding and all complete.Hot Rolled deformed bars. |
| 8 | Centering and shuttering including strutting, propping etc and removal of form work for; Retaining walls, return walls, walls (any thickness) |
| 9 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering, All work upto plinth level with: 1:3:6 (1 cement: 3 coarse sand: 6graded stone aggregate 20 mm nominal size Crushed |
| 10 | Cement concrete flooring 1:2:4 (1cement:2 course sand:4 graded stone agregade) finished with a floatin coat of neat cement including cement slurry ,but excluding soct of nosing of steps etc. complete 50mm thick with 20mm nominal size stone agregate Crushed |
| 11 | Carriage of materials from sources to actual site of work including loading, unloading and stacking etc complete. |
| 12 | (i) stone of an avg lead of 150 mtr by Headload |
| 13 | (ii) Aggregate/ sand for an avg lead of 65 Km's by MT and 600 mtr by Headload |
| 14 | (iii) Cement for an avg lead of 65 KM by MT and 600 mtr by Headload |
| 15 | (iii) Steel for an avg lead of 65 KM by MT and 600 mtr by Headload Please Enable Macros to View BoQ information |
