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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 50m |
| 2 | All Kind of soil 80% |
| 3 | Ordinary Rock 10% |
| 4 | Hard Rock (B.P) 10% |
| 5 | Dumping /Filling of stones in horizontal level excluding cost of stone |
| 6 | 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) |
| 7 | 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. |
| 8 | 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 (zone-III) derioved from natural sources: 4 graded stone aggregate 20mm nominal size derived from natural sources) (Crushed) |
| 9 | 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) |
| 10 | Reinforcement for RCC works including straightening ,cutting,bending placing in position and binding and all complete.Hot Rolled deformed bars. |
| 11 | 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. |
| 12 | Centering and shuttering including strutting, propping etc. and removal form for:-charge |
| 13 | Walls (any thickness) including attached pilasters buttresses, plinth and string course etc. |
| 14 | Suspended floors, roofs, landings, balconies and assess plate forms. |
| 15 | Edge of slabs and breaks in floors and walls under 20cm wide |
| 16 | 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 |
| 17 | Provision for p/f PVC 75mm dia for weep holes to allow any mosture collected by cavity trays to escape of avg length 0.80 mtr at regular interval. |
| 18 | P/F of of steel gate as per site requirement as per the direction of Site Engineer complete job . Incl.main hole cover priming and painting and all sorts of acesseries & inclucing all sorts of carriages complete as per the direction of site engineer. |
| 19 | Carriage of material from source to site of work including loding un loading and stacking complete |
| 20 | (i) Sand / Aggregate & sand by an avg lead of 15 Km and 300 Mtr by Head load |
| 21 | (ii)Cement by an avg lead of 40 Km by MT 300 Mtr by Headload |
| 22 | (iii)Steel by an avg lead of 40 Km by MT 300 Mtr by Headload Please Enable Macros to View BoQ information |
