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| 1 | Cleaning cutting thorny shrubs bushes, grass as directed with 15m lead and lift up to 1.5m. |
| 2 | Excavation in all kinds of Soils & Hard murum as directed 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 6m lift. (For Imponding) |
| 3 | Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) 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 as directed 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 6m lift. |
| 4 | Excavation in Hard Murum including bouldersup to 0.6 m diameter (0.113 cum) for canal,seating of embankment, filter drain / catchwater drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed including cost of all materials, machinery, labour, dressing bed and sides torequiredleveland profile etc.,complete with lead up to 15 m and 6m lift. |
| 5 | 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 as directed including cost of all materials, machinery, labour, dressing bed andsides to required level and profile etc., complete with lead up to 15 m and 6m lift. |
| 6 | Excavation in Hard Rock of all toughness by breaker including boulders above 0.6 m dia.(0.113Cum) minimising 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 as directed including cost of all materials, machinery, labour, leveling bed etc., complete with lead up to 15 m and lift up to 6 m. |
| 7 | Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal (20 msa.)for PCC with or without surface reinforcement / RCC concreting requiringheavyor specialtypeof shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 50 m. & lift of 1.5 m. |
| 8 | Providing & fixing TMT steel reinforcement bar as per design and drawing including cutting, bending, hooking binding with G.I. wire as directed with all lead & lifts etc completed. (Rates as per Joint Plant Committee) 10mm |
| 9 | Providing and fixing Mild Steel Channels of Size 150 × 75 mm in side groove suitable to fit the needle.with all labor charges etc. complete. |
| 10 | Straight Needle K.T. Weir Gate-Manufacturing- Manufacturing with QAP & fabrication of KT weir needle gates - straight 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, Labour charges, machinery 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 | Transportation of M.S.Needles from the river bank to the store shed / safe place or from store shed/safe place to river bank by Bullock cart including loading unloading and stackingwith all lifts etc. complete as directed. (lead half Km) |
| 12 | Providing and constructing 230 mm thick Dry Rubble Stone Pitching using stones and stone chips from approved source from borrow area including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts. |
| 13 | Providing and fixing canal information board of 1.20 x 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35 X 35 X 3 mm with cross bracing of size 25 X 25 X 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enamelledbondedwith redretroreflective sheet Engineering grade, border / letters / numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50X50X5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 X 60 X 75 cm as directed by engineer-in- charge. |
| 14 | Royalty Not included in Rate |
| 15 | GIS Please Enable Macros to View BoQ information |