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| 1 | Clearing grass and removal of rubbish upto 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 | Clearance of slush and muck from foundation pit by manual means including removal of debris within 50m initial lead and lift of 1.50m as directed by the Engineer-in-charge. |
| 3 | Excavation of foundation in all kinds soil within 50m Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth etc. complete as per direction of the Engineer in charge. |
| 4 | 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. |
| 5 | Cement concrete work of M15 using 20mm and down graded 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. |
| 6 | Reinforced Cement Concrete work of M20 grade with 20 mm and down grade black hard granite (Crusher broken) stone chips including hoisting and laying as per direction of 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 | 12 mm thick cement plaster (1:4) over brick work/Conc. wall complete as per direction of Engineer-in-Charge. |
| 12 | Earth work in ordinary soil with 50 m initial lead and 1.5m initial lift including rough dressing and breaking clods max 5cm to 7cm in size and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge. |
| 13 | 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 1 km on properly prepared and scientifically approved surface including spreading and leveling the earth in 22.50cm 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. Please Enable Macros to View BoQ information |
