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| 1 | Item |
| 2 | Item no. 1 :- Cleaning cutting thorny shrubs bushes, grass with 15m. lead and all lifts etc. complete as directed. |
| 3 | Item No.2:- Excavation in all kinds of soil 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 or 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 all leadand all lifts as directed. |
| 4 | 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 or 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 all leadand all lifts as directed. |
| 5 | Item no.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 or for formation of service road including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with all leadand all lifts as directed. |
| 6 | Item no.5 :-Excavation in hard rock of all toughness by blasting including boulders above 0.6 m dia.(0.113Cum) 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 all lead & all lifts as directed. |
| 7 | Item no.6 :- Cutting, bending, hooking, laying in position and tying M.S./ HYSD / TMT bars for reinforcement of R.C.C. work as per detailed drawing etc. complete as directed. |
| 8 | Item no. 7 :- Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement/RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer with shuttering and scaffolding, placing, compacting, curing with an initial lead &all lifts etc. complete as directed. |
| 9 | Item No.8:- Providing and fixing sill beam with 150x100x8 mm thick as per detail design drawing including one coat anticorrosive paint with two coat of paitn etc completed as per specification. |
| 10 | Item No.9:- Providing and fixing fixing steel vertical channel with 150x100x8 mm thick suitable to fir the Needle with all lead etc complete. |
| 11 | Item No. 10:- Manufacturing with QAP & febrication of K.T. weir Needle gate straight type size 2.15 x0.5m-94 kg weight with all mateial, mild steel confirming to IS 2062 rubber seal, welding joint. It include all material, labour charges, Machinary charges, 1 km lead charge of transportation loading and unloading charges of Gate part at site, quality control charges sand blasitn, painting with one coat of zinc rich primer, two coat of sloventless tar epoxy paint etc. complete. |
| 12 | Item no. 11 :-Back filling up to ground level behind the canal structures etc. complete with suitable material of approved quality in layers not exceeding 20 cm without disturbing the structure etc. complete as directed. |
| 13 | Item No 12:- Providing and fixing canal informatory sign board 1.2 x 0.75 m preparing on 16 mm gauge ..etc |
