| 1 | 1 | Excavation in all kinds of soil & soft murum including boulders upto 0.60 m diameter (0.113 cum) for canal, seating of embakement, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embakement as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 1 KM and 6 M lift. (A) For Structure | | 129 | Cum |
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| 2 | 2 | (B) Nala Deepning | | 2921 | Cum |
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| 3 | 3 | Excavation in hard murum including boulders upto 0.60 m diameter (0.113 cum) for canal, seating of embakement, filter drains / catch water drains etc., and placing the excavated stuff 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 upto 15 M and 6 M lift. | | 63 | Cum |
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| 4 | 4 | Excavation in soft rock without blasting including boulders upto 0.60 m diameter (0.113 cum) for canal, seating of embakement, filter drains / 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 upto 15 M and 6 M lift | | 31 | Cum |
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| 5 | 5 | Excavation in hard rock of all toughness by blasting including boulders above 0.60 m diameter (0.113 cum) minimising the 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 dump area as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 15 M and 6 M lift. | | 43 | Cum |
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| 6 | 6 | Providing and constructing rubble soling below foundation in layers including filling with rubber chips. Murrum etc. complete (excluding rayalty of material) | | 17 | Cum |
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| 7 | 7 | Providing and fixing including Cutting, bending hooking, laying in position and tying M.S. / HYSD/TMT bars for reinforcement of R.C.C. works as per deteiled drawing etc. completed | | 0.96 | MT |
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| 8 | 8 | Providing and laying situ cement concrete of grade M-150 (40 MSA) of trap, granite, quartizite, gneiss, graded metal for PCC wirh or without reinforcement / RCC concreting required heavy or special type of shuttering for works of gallery, sluice, spillway crest, spillway- downstream face, energy dissipating structures, training walls, piers, abutements etc., with concrete micer considering lead of 50 M with shuttering and scaffolding, placing, compacting, curing etc complete with initial lead of 50 M and lift of 1.50 M | | 158 | Cum |
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| 9 | 9 | Back filling upto ground level behind the ground level behind the canal structures etc. completed (without royalty) withsuitable material of approved quality in layers not exceeding 20 cm without disturbinig the structeur etc. completed | | 148 | Cum |
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| 10 | 10 | Providing hearting /casing embakement using selected impercious material available directly from excavation in layers including cost of 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 with lead up to 1 Km for watering and 6 M lift. | | 296 | Cum |
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| 11 | 11 | 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 excluding royalty material. | | 32 | Sqm |
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| 12 | 12 | Insurance for refrence | | 1 | Each |
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| 13 | 13 | Royalty for refrence | | 1 | Each |
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| 14 | 14 | GST for refrence | | 1 | Each |
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