| 1 | 1 | Excavation in Hard Murum 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 material neatly in dump area or for formation of service road 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. | BI01010001010000000000000515BI0100001113 | 2 | Cum |
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| 2 | 2 | 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 and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. | BI01010001010000000000000515BI0100001114 | 2.5 | Cum |
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| 3 | 3 | Excavation in Hard Rock of all toughness by blasting 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. | BI01010001010000000000000515BI0100001115 | 72 | Cum |
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| 4 | 4 | Dewatering by pumping out water collected with 10 to 19 HP Diesel & Electrical pumps including cost of all materials, machinery, labour, providing sump and all other ancillary operations whenever necessary etc. complete under specific and indispensable circumstances with prior approval from competent authority with authentic evidence of records justifying dewatering etc. complete. | | 100 | Bhp/Hr |
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| 5 | 5 | 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. | | 0.8 | Cum |
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| 6 | 6 | Providing, erecting and laying steel shuttering formwork and making surface suitable for concreting including dismantling etc. complete.(A) For abutments, piers, wings, returns etc. | | 407.55 | Sqm |
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| 7 | 7 | Providing and laying in situ cement grade M-15 of trap / granite / gneiss / quartziteconcrete of /graded metal for foundation and bedding with Concrete Mixer including placing, compacting,curing etc. complete with an initial lead of 50 m & lift of 1.5 m.(A) M-15 (20 MSA) (Cement 5.64 bags/Cum) | | 371.24 | Cum |
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| 8 | 8 | Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading material in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc., complete with lead up to1 km for watering and 6m lift. | | 171.71 | Cum |
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| 9 | 9 | Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from localy available, excavated materials including labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts excluding royalty of material. | | 250 | Sqm |
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| 10 | 10 | Providing and fixing canal information board of 1.2 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 enamelled bonded with red retro reflective 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. | | 1 | No |
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| 11 | 11 | Royalty Charges | BI01010001010000000000000515BI0100001120 | 501.17 | Cum |
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