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| 1 | Earth work in excavation of foundation in hard soil or gravelly soil within initial lead and lift including dressing and breaking levelling the bed and depositing the soil away from the working area etc. completee in all respect and as directed by the Engineer-in-Charge. |
| 2 | Filling foundation and plinth with sand including well waered and rammed etc with cost, conveyance, royalty of sand, all labour charges, T & P and cess etc. complete and as per the direction of the Engineer-in-Charge. |
| 3 | Providing and laying ccement concrete of grde M10 within 40 mm size CBHG metal of approved quality including cost, conveyance, royalty of materials with all labour charges, T&P, cess etc. complete in all respect and as per the direction of the Engineer-in-Charge. |
| 4 | Providing and laying ccement concrete of grde M20 within 20 mm and down graded crusher broken hard granite coarse aggregate with supply of all materials, labour and machineries includingn hoisting and laying etc. complete in all respect and as per the direction of the Engineer-in-Charge. |
| 5 | Supply of HYSD bar reinforcement for RCC works including cutting, bending and binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge, T&P required for the work etc. complete as per the direction of the Engineeer-in-Charge. |
| 6 | Rigid smooth centering and shuttering to RCC works lincluding false works and dismentalling then after casting including all cost, conveyance,royalty, all labour charges, T&P and cess etc. complete and as per the direction of the Engineer-in-Charge. |
| 7 | Filling F & P with excavated material including well watered and rammed etc with all labour charges, T&P and cess etc. complete and as per the direction of the Engineer-in-Charge. |
| 8 | Providing weep holes in abutments and wall 8 cm x 23 cm size including metal spall backing in rear complete including centering and shuttering if required with all labour charges and cess etc. complete and as per the direction of the Engineer-in-Charge. |
| 9 | Supplying and fixing in position 25 mm thick joint filler board confirming IS 1838 in concrete trough wall etc. complete in all respect and as directed by the Engineer-in-Charge. |
| 10 | Earth work in ordinary soil within 50 mtr initial lead and 1.50 mtr initial liftl including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.30 mtr in depth with all labour charges and cess etc. complete and as per the direction of the Engineer-in-Charge. |
| 11 | Excavation of any approved type of soil in approved borrow area by mechanical means and loading in to transportation by mechanical means and unloading the soil with initial lead of 1.00 Km to 5.00 KM on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.50 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including, construction, maintenance, watering of haul roads etc and rammingn rolling complete in all respects with all labour charges and cess eltc. complete and as per the direction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
