Name of Work:- Construction of irrigation khul Gongyur Throngos. Drass RD 654-1700 M (Under CAPEX)
Sl. No.
Item Description
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Earth work in excavation by manual means in foundation trench or drains (not exceeding 1.5m in weadth or 10 sqm on plan )including dressing of sides and ramming of bottoms ,lift upto 1.5m ,including getting out the excavated soil and disposal of surplus excavated soil as directed ,within a lead of 1m
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All Kind of soil 70%
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Ordinary Rock 20%
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Hard Rock (B.P) 10%
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Demolishing cement concrete manually / by mechanical means including disposal of material within 50 meters lead.1:3:6 or richer mix
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Dumping of stones on horizontal level including cost of stone
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size)
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Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @20% of gross volume upto plinth level excluding cost of form work and including curing complete..
9
Cement concrete flooring 50mm thick 1:2:4(1cement: 2 Coarse sand: 4 graded stone agg.) finished with a floating coat of net cement slurry, but excluding the cost of nosing of step etc. comlepte 50mm thick with 20mm size stone agg.
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Centering and shuttering incld.strutting propping etc. and removal of from for wall any thickness incld. Attached pilaster, buttresses plinth and string coarse ect walls of any thickness
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Provision for supply of irrigation water during execution of work by way of laying of pipes or other means as per site requirement complete job as per the dierction of site Engineer
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Carriage of material from source to site of work including loding un loading and stacking complete
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(i)Sand by an avg lead of 25 Km by MT 600 Mtr by Head load
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(ii)Stone aggregate by an avg lead of 25 Km by MT 600 Mtr by Headload
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(iii)Cement by an avg lead of 50 Km by MT 600 Mtr by Headload
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(iv)Stone by an avg lead of 13 Km by MT 100 Mtr by Headload Please Enable Macros to View BoQ information
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