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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 as directed by 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 1.5m as directed by the Engineer in charge. |
| 3 | Excavation of foundation in all kinds of soil within initial lead of 50m and initial lift of 1.50m including rough dressing, levelling the bed and slope, breaking clods to maximum 7 cm size etc complete and as per direction of 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 M-10 grade with 40 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. |
| 6 | 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. |
| 7 | Reinforced Cement Concrete M20 grade with 20 mm down grade black hard granite (Crusher broken)stone chips including hoisting and laying as per direction of Engineer-in-Charge. |
| 8 | Supplying, fitting & placing uncoated M.S. bars reinforcement complete as per drawing & technical specification as per direction of Engineer-in-Charge. |
| 9 | 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. |
| 10 | 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. |
| 11 | Filling F&P with excavated earth laying in layers, watering, ramming etc. complete as directed by the Engineer-in-Charge. |
| 12 | Earthwork in Ordinary soil within 50m, initial lead and 1.5m,intial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-Charge. |
| 13 | Earth work in hard soil with all leads over initial lead of 1.5m 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. Please Enable Macros to View BoQ information |