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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 70% |
| 3 | Ordinary Rock 15% |
| 4 | Hard Rock (B.P) 15% |
| 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 25m |
| 6 | All Kind of soil 70% |
| 7 | Ordinary Rock 15% |
| 8 | Hard Rock (B.P) 15% |
| 9 | Dumping /Filling of stones in horizontal level excluding cost of stone |
| 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: 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) (crushed) |
| 11 | 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 1:1.5:3(1cement:1.5corse sand (Zone-III) derived from natural source :3graded stone aggregate 20mm nominal size derive from natural source (Crushed) |
| 12 | 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) |
| 13 | Centering and shuttering including strutting, propping etc. and removal form for:-charge |
| 14 | Walls (any thickness) including attached pilasters buttresses, plinth and string course etc. |
| 15 | Suspended floors, roofs, landings, balconies and assess plate forms. |
| 16 | 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. |
| 17 | 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.. |
| 18 | Reinforcement for RCC works including straightening ,cutting,bending placing in position and binding and all complete.Hot Rolled deformed bars. |
| 19 | Providing and fixing of MS 150mm dia pipe for road crossing including all necessery fitting items & carriage complete as per the direction of site engineer |
| 20 | 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 |
| 21 | Carriage of material from source to site of work including loding un loading and stacking complete |
| 22 | (i) Stone by an avg lead of 700 Mtr by Head load |
| 23 | (ii)Sand / Aggregate by an avg lead of 25 Km by MT 300 Mtr by Headload |
| 24 | (iii)Cement by an avg lead of 25 Km by MT 300 Mtr by Headload |
| 25 | (iv)Steel Reinforcement by an avg lead of 25 Km and 300 Mtr by Headload Please Enable Macros to View BoQ information |
