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| 1 | Dismantling the Stone Masonry in cement mortar including stacking the material with all lifts etc. complete as directed.230.84 |
| 2 | Excavation in all kinds of soil & soft murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains, catch water drains etc. and placing the excavated stuff neatly in dump area on for formation of anormad embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with leads as below and all lifts as directed. For 15 m |
| 3 | Item no 3 :: Excavation in hard murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains, catch water drains etc. and placing the excavated stuff neatly in dump area on for formation of service road embankment including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with leads as below and all lifts as directed. For 15 m Lead |
| 4 | Excavation in soft rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain, catch water drains etc. and placing the excavated soft rock neatly in dump area on for formation of service road including cost of all materials, machinery, labour, dressing bed & sides to required level and profile etc. complete with leads as below and all lifts as directed. For 15 m Lead |
| 5 | Excavation in hard rock of all toughness by blasting including boulders above 0.6 m dia. (0.113 Cum) minimizing damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling, pre-splitting, smooth blasting techniques and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour, leveling bed etc. complete with leads as below and all. |
| 6 | Providing and fixing in position TMT FE 500 bar reinforcement of various diameters for R.C.C. like caps in foundations, slabs, beams, columns, canopies, staircase newels, bajjas, humeis, pardis, copings, fins, arches etc. as per detailed designs, drawing and schedules. Including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed. |
| 7 | Providing and laying in situ cement concrete of grade M-15 of trap, granite, gneiss, quartrite graded metal to P.C.C. with or without surface reinforcement R.C.C. concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway, crest spillway, downstream face, energy dissipating structures, altars, training walls, piers, abutments etc. with Concrete Mixer with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed. (a) M-15 (40 MSA) (Cement 5.20 bags/Cum) |
| 8 | Repair of M.S. Needles of size 2.13 x 0.30 m including removing M.S. Needles from K.T. Weir, transporting from K.T. Weir to Workshop, fixing new M.S. angles, M.S. plates of size 25 mm thick, new rubber seal, C.I. nut bolts etc. with all fixtures, including applying two coats of oil paints and fixing M.S. Needles in the K.T. Weir with all leads and lifts etc. complete as per standard specifications and as directed by the Engineer in-Charge. |
| 9 | tem No.9 - Fixing of M.S.Needles in K.T.Weir openings after offset of mansoon for storage of water from post mansoon river flow using wooden pegs, dungry clothes, empty cement bags including conveying with all leads and lifts etc. complete as per standard specifications and as directed by the Engineer in-Charge. |
| 10 | Item No.10 - Manufacturing with QAP & fabrication of K.T.Weir needle gates-straight type size 2.15 x 0.50 mtr.-94 Kg. weight as per relevent Indian Standards with all material, mild steel confirming to IS 2062, Rubber seal confirming to IS 4623 & weldindg electrodes AWS E 6013 for general weld joints. It includes all materials, labour charges, machinery charges, 1 Km. lead charges of transportation, loadong and unloading charges of gate parts at site, inspection & Quality control charges, sand blasting, painting with one coat of Zine rich primer on dry film to give total dry film thickness 70 +/- 5 microns and 2 coats of sloventless coal tar epoxy paint applied to give minimum dry film thickness of 150 +/-5 micron per coat as per IS 14177 as directed with all leads and lifts etc. complete as per standard specifications and as directed by the Engineer in-Charge. |
| 11 | Add For Royalty |
| 12 | Add For GST |
