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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 1 mtr and lift upto 1.5m ,as directed by Engineer -in-charge |
| 2 | All Kind of soil 70% |
| 3 | Ordinary Rock 20% |
| 4 | Hard Rock (R.B) 10% |
| 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 1 mtr |
| 6 | All Kind of soil 70% |
| 7 | Ordinary Rock 20% |
| 8 | Hard Rock (R.B) 10% |
| 9 | 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.. |
| 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 : 6 graded stone aggregate 20mm nominal size |
| 11 | 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 1:1.5:3 (1 cement 1.5 course sand and 3 graded crushed stone agg. 20mm nominal size. |
| 12 | Reinforcement for RCC works including straightening ,cutting,bending placing in position and binding and all complete.Hot Rolled deformed bars. |
| 13 | 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 |
| 14 | 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 |
| 15 | 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. |
| 16 | Dumping /Filling of stones in horizontal level excluding cost of stone |
| 17 | Provision of water facilities 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 |
| 18 | Disposal of excavated eavailable earth from cutting, lead upto 200mtr by Head Load |
| 19 | Providing and fixing of steel gate 2' x 2' -0\\" frame with shutter including. Priming/ painting and necessary fitting, carriage complete as per the direction of site engineer. |
| 20 | Carriage of material from source to site of work including loding un loading and stacking complete |
| 21 | (i) Sand by an avg lead of 70 Km by MT and 200 Mtr by Head load |
| 22 | (ii)Stone aggregate crushed by an avg lead of 15 Km by MT 200 Mtr by Headload |
| 23 | (iii)Cement by an avg lead of 78 Km by MT 200 Mtr by Headload |
| 24 | (iii)Steel by an avg lead of 78 Km by MT 200 Mtr by Headload Please Enable Macros to View BoQ information |
