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| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil |
| 2 | P/L in position Cement conc. 1 cement:4fine sand:8graded crushed stone agg. 40 mm excluding the cost of centring & shuttering all work upto plinth level. |
| 3 | P/L in position Cement conc. 1 cement:3fine sand:6graded crushed stone agg. 20 mm excluding the cost of centring & shuttering all work upto plinth level. |
| 4 | Centring and shuttering including strutting, propping etc and removal of form work for.- |
| 5 | foundation, footing, base of columns |
| 6 | Suspended floor/slab |
| 7 | Edges of slab (Under 20 cm wide ) |
| 8 | Providingand and laying in position specified grade of reinforced cement concrete (1:1.5:3) excluding the cost of centering. shuttering, finishing and reinforcement-All work upto plinth level. |
| 9 | Reinforcement for RCC works including straightening, cutting, bending, placing in position and binding all complete |
| 10 | P/L in position Cement conc. 1 cement:2fine sand:4graded crushed stone agg. 20 mm excluding the cost of centring & shuttering all work upto plinth level. |
| 11 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. |
| 12 | Providing and laying WBM GII with specified stone aggregate 63mm to 45 mm of size including stone screening 13.2 mm nominal size and binding material complete incl. sorting , spreading to template and consolidations with power road roller 8 to 10 tonne capacity. |
| 13 | Providing, laying, spreading and compacting graded stone aggregate (sizerange 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 14 | Stone aggregate 40 mm nominal size and above within avg. lead of 10km by MT |
| 15 | Carriages of Stone aggregate Below 40 mm nominal size within avg. lead of 10km by MT |
| 16 | Carriage of sand/Aggregate with in avg. lead 10 km by M.T. |
| 17 | Disposal of excavated earth beyond municipal limits(10 km avg. lead). 80% of Qty. vide Item No.1 Please Enable Macros to View BoQ information |
