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| 1 | Excavation in all Kinds of Soil including boulders upto 0.6m dia (0.113 cum) for canal, seating of embankment, filter catch drains etc and placing excavated stuff all material machinery, neatly in dump area or formation of embankment as directed including cost of labour, dressing bed and side to required level and profile etc with lead 1 km and 6m lift |
| 2 | Nalla Deeping |
| 3 | Excavation in Hard Murum including boulders upto 0 6m dia (0.113 cum) for canal, seating of embankment, filter catch drains etc and placing excavated stuff neatly in dump area or formation of embankment as directed including cost of all material machinery. labour, drssing bed and side to required level and profile etc with lead 1 km and 6m lift dressing |
| 4 | Excavation in Soft Rock Without balsting including boulders upto 0.6m dia (0113 cum) for canal, seating of embankment, filter catch drains etc and placing excavated stuff neatly in dump area or formation of embankment as directed including cost of all material machinery, labour, drssing bed and side to required level and profile etc with lead 1 km and 6m lift |
| 5 | Excavation in Hard Rock of all toughness including boulders upto 0.6m dia (0.113 cum) for canal, seating of embankment, filter catch drains etc and placing excavated stuff neatly in dump area or formation of embankment as directed including cost of all material machinery, labour, dressing bed and side to required level and profile etc with lead 1 km and 6m lift |
| 6 | Abutment |
| 7 | Key Wall |
| 8 | Providing and laying in situ cement concrete of grade M-15 (40 MSA) of trap/granite/gneiss/quartzite/graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy of special type of shuttering for works of gallery, sluice, spillway crest, spillway down stream face, energy dissipating structures, intake structures, training walls, piers, abutment etc. with Batching plant and Transit mixer with shuttering and scaffolding compacting Curing etc complete with an initial lead 50 and lift of 1.5m.. For Slab |
| 9 | Providing & Fixing including Cutting, bending. hooking, laying in position and tying M.S. bars for reinforcement of R C.C work as per detailed drawing etc. complete |
| 10 | Providing & fixing in position M.S.SILL BEAM of IS Designated ISWB-150 size {(150mm (d) X100mm (b)}, as per detailed Designs Drawing and Specifications complete as directed Sill Beam |
| 11 | Providing & fixing in position M S. VERTICAL CHANNEL of size 150 mm X 100 mm,8mm thick fabricated from 8 mm thick MS plate, including ancillary Works as per detailed Designs, Drawing and Specifications complete as directed directly from excavation inlayers, including levelling, sectioning edges/ sides,cost of all material machinery, labour, all other as |
| 12 | Providing & fixing in position Mild Steel Needle of 2120 x 500mm size of I.S Designated ISWB-150 size {(150 mm (d) x 100mm)} as per detailed Designs; drawing and Specifications complete as directed.M.S Needles |
| 13 | Back filling up to ground level behind the canal structures etc. complete (without royalty) with suitable material of approved quality in layers not exceeding 20 cm without disturbing the structure etc. complete |
| 14 | Royalty |
| 15 | GST 18% |
| 16 | Add 1% For Insurance |
| 17 | Isnsurance 1% Please Enable Macros to View BoQ information |