|
| 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 40% |
| 3 | Ordinary Rock 20% |
| 4 | Hard Rock (B.P) 40% |
| 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 50m |
| 6 | All Kind of soil 50% |
| 7 | Ordinary Rock 20% |
| 8 | Hard Rock (B.P) 30% |
| 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 - 1:4:8(1cement:4corse sand (Zone-III) derived from natural:8 graded stone 20mm nominal size derived from natural source |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - 1:2:4(1cement:2corse sand (Zone-III) derived from natural:4 graded stone 20mm nominal size derived from natural source |
| 12 | Cement concrete flooring 40mm 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 40mm thick with 20mm size stone agg. |
| 13 | 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) |
| 14 | Random Rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 2 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1: 6 (1 cement: 6 coarse sand) |
| 15 | Reinforcement for RCC works including straightening ,cutting,bending placing in position and binding and all complete.Hot Rolled deformed bars. |
| 16 | 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 |
| 17 | Carriage of material from source to site of work including loding un loading and stacking complete |
| 18 | (i)Cement by an avg lead of 20 Km by MT 1500 Mtr by Headload |
| 19 | (ii)Aggregate by an avg lead of 20 Km by MT 1500 Mtr by Headload |
| 20 | (iii)Steel by MT 20Km and 1500 Mtr By Headload Please Enable Macros to View BoQ information |
