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| 1 | Clearing grass and removal of rubbish up ta a distance of 50 metres out side the periphery of the area etc complete as per the direction of Engineer in Charge |
| 2 | Earth work excavation of foundation in ordinary soil within initial lead of 50 м and initial lift of1.50 M Including rough dressing and breaking clods maximum 5 CM to 7 CM size and laying in layers not exceding 0.30 M in depth and as per the direction of E.I.C. to (Cutting) |
| 3 | Filling foundation and plinth with sand well watered and rammed including all labour materials and T & Petc. complete as directed by Engineer -in-charge. |
| 4 | Cement concrete M15 grade with 20mm down graded hard granite crusher broken coarse aggregate of approved quality mixing by concrete mixture, placing manually, compacting with vibrator including cost, conveyance, royalty and taxes of all materials, curing etc complete as per the direction of the Engineer-in-Charge. |
| 5 | Cement concrete M20 grade with 20mm down graded hard granite crusher broken coarse aggregate of approved quality mixing by concrete mixture, placing manually, compacting with vibrator including cost, conveyance, royalty and taxes of all materials, curing etc complete as per the direction of the Engineer-in-Charge. |
| 6 | Supplying, fixing and placing uncoated TMT Fe550 bar reinforcement complete as per drawing and technical specification etc. complete and as per direction of the Engineer-in-charge |
| 7 | Providing formwork for concrete with F1 finish for upstream faces dam, spillway, glacis barrages, unexposed surfaces of of of foundation, block joints etc with steel shutters rigidly fixed and removal of forms and making good to the surfaces where with all necessary labour, materials and T & P complete as directed by Engineering -in-Charge. |
| 8 | Collecting, Supplying, laying & fixing in position precast re-inforced concrete pipe with collare jointed with cement mortar (1:3) Class NP-2 Conforming to IS No-458/2003 with Amendment No-1 with cost, carriage, royality and taxes of all material and cost of all labour, T&P, workers welfare cess etc complete and as per direction of the Engineer-in-charge. |
| 9 | 1200 MM Dia |
| 10 | 100 mm Dia |
| 11 | Filling in foundation & plinth with excavated materials well watered and rammed to proper thickness including cost, conveyance, taxes, cess and royalty of all materials etc complete and as per the specification and direction of the Engineer-in-Charge. (Filling) |
| 12 | Earth work excavation in Hard soil or gravelly soil within 50 M and initial lead and 1.50 M initial lift Including rough dressing and breaking clods to maximum 5 CM to 7 CM size and laying in layers not exceding 0.30 M in depth and as per the direction of E.I.C. Please Enable Macros to View BoQ information |
