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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 65% |
| 3 | Ordinary Rock 25% |
| 4 | Hard Rock (B.P) 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 50m |
| 6 | All Kind of soil 65% |
| 7 | Ordinary Rock 25% |
| 8 | Hard Rock (B.P) 10% |
| 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: 3 coarse sand (zone-III) derioved from natural sources: 6 graded stone aggregate 20mm nominal size derived from natural sources) |
| 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.(Crushed) |
| 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 | 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. |
| 15 | Providing and fixing for installation of CI sluice valve (with caps) class 11:200 mm dia completebolts, nuts, rubber insertion, fittings, welding, Carriage kirlosker make ISI mark complete |
| 16 | Carriage of material from source to site of work including loding un loading and stacking complete |
| 17 | (i)20mm Aggregate & sand by an avg lead of 05 Km by MT 1000 Mtr by Head load |
| 18 | (ii)Cement by an avg lead of 05 Km by MT 1000 Mtr by Headload |
| 19 | (iii)Steel reinforcement by an avg lead of 05 Km by MT 1000 Mtr by Headload Please Enable Macros to View BoQ information |
