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| 1 | Earth Excavation of foundation in hard soil within initial lead & lift including leveling the bed & depositing the soil away working area. |
| 2 | Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separately as ordered. |
| 3 | Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge |
| 4 | C.C. of prop (1:3:6)) using 4mm size H.G.C.B metal for approved quality & from approved quarry including lowering, laying the concrete, watering and curing etc. complete to required levels laid in layers including cost conveyance, royalities & taxes of all mateirals & cost of all labour with T & P etc all complete in all respect as per Direction of the Engineer in charge. |
| 5 | Cement Concrete M20 grade using 20mm and down size h.g chips for RCC works including hoisting & laying etc. complete including all cost etc complete. |
| 6 | Reiforcement cement concrete M - 20 grade with 20mm nominal size down graded nominal size aggregate mechanically mixed and Vibrated in foundation and bed protection of specification for road and Bridge works & direction of the Eng. In Charge. |
| 7 | Providing HYSD Bar reinforcement for R.C.C work including straighting, cutting, binding, welding, tying the grills,laying and placeing the proper position as per approved design and drawing including cost,conveyancye of 18 to 20 gauge binding wire cost and conveyance HYSD bars complete in all respect as per specification for road and bridge and direction of engineers in charge. |
| 8 | Rough stone dry packing in approns and revetments with hard granite stones (15cm to 30cm) including all cost etc complete. |
| 9 | 6mm thick C.P in cm (1:4) over CC work with all cost, carriage,Royality etc. complete. |
| 10 | Excavation , loading , unloading and carrige by mechanical means of all kinds of soil including stoney earth gravel and moorum etc interspreaded with boulders upto 1/2 cum size with all lifts and deliftsincluding trimming of slopes and bed to design section and depositing the excavated materials away from work site as per specification and as directed by the Engineer in charge within an initial lead of 1KM from the place of excavation. |
| 11 | Filling in foundation and plinth with excavated material watered and rammed including all cost etc complete. |
| 12 | Provision for Sign Board with 1.50m x 0.50 m Base with Display 1.20 m x 1.20M with Writing of work name with works details |
| 13 | Provision of photographs at different stage of execution of the work with all cost. |
| 14 | Provision for Weep Hole and Unforseen Item Please Enable Macros to View BoQ information |
