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| 1 | Clearing grass and removal of rubbish up to a distance of 50m outside the periphery of the area, T & P, required for the work including labour welfare cess with all leads, lifts, delifts etc. complete in all respect as per direction of the Engineer-in-charge. |
| 2 | Excavation of foundation in all kinds of soil within 50m initial lead and 1.50m initial lift including rough dressing and breaking clods to maximum 5cm to 7 cm size and laying in layers not exceeding 0.3m in depth etc. complete and as per direction of the Engineer-in-charge. |
| 3 | Filling of foundation and plinth with sand well watered and rammed in foundation trenches including cost, carriage and royalty of all materials etc. complete and as directed by the Engineer-in-charge. |
| 4 | Cement Concrete M-15 grade with 20 mm and down graded size H.G.C.B. chips including mixing with concrete mixture including cost, conveyance, royalty and taxes of all materials, curing for required period etc. complete as per the direction of the Engineer-in-charge. |
| 5 | Reinforced Cement Concrete work of M20 grade with 20 mm down grade black hard granite (Crusher broken) stone chips including hoisting and laying as per direction of the Engineer-in-charge. |
| 6 | Reinforced Cement Concrete work of M25 grade with 20 mm down grade black hard granite (Crusher broken) stone chips including hoisting and laying as per direction of the Engineer-in-charge. |
| 7 | Supplying, fitting & placing uncoated M.S. bars reinforcement complete as per drawing & technical specifications etc. as per direction of the Engineer-in-charge. |
| 8 | Providing formwork for concrete with F1 finish for C.C. wall, guard wall etc. with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete with all labour, materials and T & P etc. complete as directed by the Engineer-in-Charge. |
| 9 | Providing weep holes in abutment and wing wall with 2\\" size PVC including metal spall backing in rear and centering and shuttering etc. complete as directed by Engineering-In-charge. |
| 10 | Filling F&P with excavated earth laying in layers, watering, ramming etc. complete as directed by the Engineer-in-charge. |
| 11 | Earthwork in ordinary soil with initial lead of 50m and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm in size and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. |
| 12 | Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 5 km on properly prepared and scientifically approved surface including spreading and leveling 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 and lighting of haul road and borrow area etc. complete as per the direction of Engineer-in-Charge. (For diversion road) Please Enable Macros to View BoQ information |
