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| 1 | Clearing grass and removal of rubbish up to a distance of 50m outside the periphery of the area etc. complete as per the direction of the Engineer-in-charge. |
| 2 | Earth work in excavation in ordinary soil from canal bed within the initial lead of 50m & initial lift of 1.50m including dressing & levelling the bed and slope and breaking the clods to maximum size 5cm to 7cm and laying in layers not exceeding 0.30m in height and etc. complete as per the direction of the Engineer-in-charge. |
| 3 | Earth work in excavation in ordinary soil with four extra lead over the initial lead of 50m & initial lift of 1.50m including dressing & levelling the bed and slope and breaking the clods to maximum size 5cm to 7cm and laying in layers not exceeding 0.30m in height and etc. complete as per the direction of the Engineer-in-charge. |
| 4 | Earth work in excavation in ordinary soil within the initial lead of 50m & initial lift of 1.50m including dressing & levelling the bed and slope and breaking the clods to maximum size 5cm to 7cm and laying in layers not exceeding 0.30m in height and etc. complete as per the direction of the Engineer-in-charge. |
| 5 | Filling the foundation & plinth with sand & well watered including cost, conveyance, royalty of all materials etc. complete as directed by the Engineer-in-charge. |
| 6 | Cement Concrete work of M15 using 20mm and downgraded size CBHG chips including mixing with concrete mixture with cost, conveyance, royalty of all materials etc. complete & as per the direction of the Engineer-in-charge. |
| 7 | RCC work using M15 using 20mm and downgraded size CBHG chips including mixing with concrete mixture with cost, conveyance, royalty of all materials etc. complete & as per the direction of the Engineer-in-charge. |
| 8 | Rigid smooth centering and shuttering for concrete work including casting and dismantling after casting with cost, conveyance and taxes of materials and labour charges etc. complete as per the direction of the Engineer-in-charge. |
| 9 | Form work for concrete with F1 finishing using steel shutter plates of approved specification for surfaces not prominently or permanently exposed to public view including supply of all materials, T & P, labour and transportation of all materials etc. complete as directed by the Engineer-in-charge. |
| 10 | Supplying, Fitting and placing uncoated HYSD bar reinforcement including cost, conveyance, taxes of all materials etc. complete as directed by the Engineer-in-charge. |
| 11 | Providing , Laying and Fixing of RCC spun pipe including collar joint with CM (1:3), cost of spun pipe and collars with cost of transportation etc. complete as per the direction of the Engineer-in-charge. A. NP2 150mm dia. spun pipe |
| 12 | B. NP2 100mm dia. spun pipe |
| 13 | Filling the foundation & plinth with excavated material including watering and ramming etc. complete as directed by the Engineer-in-charge. Please Enable Macros to View BoQ information |
