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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 10% |
| 4 | Hard Rock (R,B) 30% |
| 5 | Earth work excavated by manual means in trenches for foundations, drains, pipes, cables etc (Not exceeding 1.5mtr 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 50 mtr from cutting edge, disposal earth is to be levelled and neatly dressed. |
| 6 | All Kind of soil 60% |
| 7 | Ordinary Rock 10% |
| 8 | Hard Rock (R,B) 30% |
| 9 | Dumping/ filling of stones in horizontal level excluding cost of stone |
| 10 | Providing and laying cement concrete work in (wall any thickness)including attached pilasters ,buttersess,plinth and string coarses,filletes,columns ,pillarse,pirse,abutments,posts and struts etc above plinth level upton floor five level excluding cost of centering shuttring finishing and reinforcement 1:2:4(1cement:2corse sand (Zone-III) derived from natural source :4graded stone aggregate 20mm nominal size derive from natural source |
| 11 | 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 40mm thick with 20mm nominal size stone agregate |
| 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 | Centering and shuttering including strutting, propping etc and removal of form work for; Retaining walls, return walls, walls (any thickness) |
| 14 | Carriage of materials from sources to actual site of work including loading, unloading and stacking |
| 15 | (i) stone of an avg lead of 500 mtr by Head load |
| 16 | (ii) Aggregate/ sand for an avg lead of 60 Km's by MT and 500 mtr by Head load |
| 17 | (iii) Cement for an avg lead of 60 KM by MT and 500 mtr by Head load Please Enable Macros to View BoQ information |
