|
| 1 | 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 1mtr from cutting edge, disposal earth is to be levelled and neatly dressed. |
| 2 | All Kind of Soil 90% |
| 3 | Ordinary Rock 10% |
| 4 | Dumping stones in horizontal level including 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 | Providing and laying in position cement concrete of specified grade excluding the cost of cantering and shuttering. All work up to plinth level 1:2:4(1cement:2corse sand (Zone-III) derived from natural:4 graded stone 20mm nominal size derived from natural source |
| 7 | 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) |
| 8 | Reinforcement for RCC works including straightening ,cutting,bending placing in position and binding and all complete.Hot Rolled deformed bars. |
| 9 | 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 Nallah |
| 10 | Centering and shuttering including strutting, propping etc and removal of form work for; Retaining walls, return walls, walls (any thickness) |
| 11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m |
| 12 | Providing and Fixing of of steel gate as per site requirement as per the direction of Site Engineer complete job . Incl. priming and painting and all sorts of acesseries & inclucing all sorts of carriages.As per the direction of site engineer. |
| 13 | Provision for supply of irrigation water during execution of work by way of laying of pipes or other means as per site requirement complete job as per the dierction of site Engineer |
| 14 | Demolition of old/ damaged crated work including disposal of materials from site as directed by the site engineer. |
| 15 | Disposal of Mulba for an average lead of 150 Mtr by Headload including loading, unloading and stacking etc complete. |
| 16 | Carriage of materials from sources to actual site of work including loading, unloading and stacking etc complete. |
| 17 | (i) Sand/stone of an avg lead of 50 Km's by MT and 150 mtr by Headload |
| 18 | (ii) Stone for an avg lead of 5 Km's by MT and 150 mtr by Headload |
| 19 | (iii) Cement for an avg lead of 52 KM by MT and 150 mtr by Headload |
| 20 | (iv) Steel for an avg lead of 52 KM by MT and 150 mtr by Headload Please Enable Macros to View BoQ information |
