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| 1 | 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 |
| 2 | All Kind of soil 100% |
| 3 | Dumping /Filling of stones in horizontal level excluding cost of stone |
| 4 | 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 |
| 5 | 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 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size. (crushed agregates) |
| 6 | Reinforcement for RCC works including straightening ,cutting,bending placing in position and binding and all complete.Hot Rolled deformed bars. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size |
| 8 | Centering and shuttering including strutting, propping etc. and removal form for:-charge |
| 9 | Walls (any thickness) including attached pilasters buttresses, plinth and string course etc. |
| 10 | Suspended floors, roofs, landings, balconies and assess plate forms. |
| 11 | Edge of slabs and breaks in floors and walls under 20cm wide |
| 12 | 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 |
| 13 | Carriage of material from source to site of work including loding un loading and stacking complete |
| 14 | (i)Stone by an avg lead of 3 Km by MT and 300 Mtr by Headload |
| 15 | (ii)Sand / aggregate by an avg lead of 1 Km and 300 Mtr by Headload |
| 16 | (iii)Cement by an avg lead of 1 Km by MT 300 Mtr by Headload |
| 17 | (iv)Steel by an avg lead of 1 Km by MT 300 Mtr by Headload Please Enable Macros to View BoQ information |
