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| 1 | Clearing and removing grass , bushes and shrubs etc.Stacking the stuffswith all leads and lifts. |
| 2 | Providing casing embankment using selected pervious material from approved borrow areas ( Government acquired land)inlayers of including cost of all materials, machinery, labour, all other operations such as collection of soil, spreadingsoil layer of specified thickness, sorting out, breaking clods,leveling, sectioning edges/ sides, watering, compacting each layer to density contorl of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc., complete with lead up to 1 Km and all lifts as directed. |
| 3 | Removing wet silt from canal bed with 15 mtr lead and all lift including depositing the exvacavated stuff etc complete as directed. |
| 4 | Excavation in hard murum including boulders up to 0.6m diameter ( 0.113 cum ) for canal, seating of embankement, 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 lead up to 15 m and all lifts as directed. |
| 5 | Excavation in hard rockof all toughness by blasting including boulders above 0.6 m dia (0.113cum) minimizing damage to side slopes of excavation n water prism area by adopting any one or combination of line drilling / pre - spillting / 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 lead up to 15 m an dall lifts as directed. |
| 6 | Excavation in soft rockwithoutincluding boulders above 0.6 m dia (0.113cum) minimizing damage to side slopes of excavation n water prism area by adopting any one or combination of line drilling / pre - spillting / 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 lead up to 15 m an dall lifts as directed. |
| 7 | Providing drilling holes for anchor bars etc complete with all leads and lifts . i |
| 8 | Providing, fabricating and placing in position reinforcement steel for RCC works including cuttin, 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. |
| 9 | Providing & fixing in position M.S. side channels of size 150 x 100 x 100 mm for fixing M.S. Nededles of K.T. Bandhara as per detailed drawing and design including hold fast of 12 mm diameter M.S.Bars as per specification including oil paint in two coats with additional anticorrosive paint with all laeds and lifts etc. complete. |
| 10 | Straight Needle K.T . Weir Gate Manufacturing- Manufacuring with QAP & fabrication of KT weir needle gates - striaght type size 2.15 x 0.5M - 94 Kg. weight as per relevant Indian Standards with all material, Mild steel confirming to IS 2062, Rubber seal confirming to IS 4623 & welding electrodes AWS E6013 for general weld joints. It includes all materials, Lobour charges, 1km lead charges of transportation, loading and unloading charges of Gate parts at Site, Inspection & Quality control charges, Sand blasting, Painting with one coat of Zinc 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. |
| 11 | Providing and laying in situ C.C. of grade M-15of trap / granite / gneiss / quartzite / graded metal for foundation and bedding with Concrete mixer including placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed. |
| 12 | Providing and laying in situ C.C. of grade M-15of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement / RCC concreting requring heavy or special type o fshuttering for works of gallery, sluice , spillway creast, spillway downstream face, energy dissipating structures, intake structuires, training walls, piers, abutments etc. with Concrete mixer including placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed. |
| 13 | Providing and fixing 90 cmx 60 cm Granite plateengraving 10 cm . Height letter, figures including painting the letters/ figures with approved colours and shades etc complete. |
| 14 | Disposing unwanted excavated material upto 1.00km from site of work etc complete. |
| 15 | Testing Charges |
| 16 | Royalty Charges |
