Name of Work:- Construction of Duhia irrigation canal at Garkone from Rd (1396-1620) mtr under SDP
Sl. No.
Item Description
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Earth work in excavation by manual means over areas (exceeding 30cm in depth ,1.5m in weadth as well as 10 sqm on plan ) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m ,as directed by Engineer -in-charge
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All Kind of Soil 50%
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Ordinary Rock 25%
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Hard Rock (R/B) 25%
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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 1 mtr
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All Kind of Soil 50%
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Ordinary Rock 25%
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Hard Rock (R/B) 25%
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering, All work upto plinth level with: 1:3:6 (1 cement: 3 coarse sand: 6graded stone aggregate 20 mm nominal size Nallah
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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) @40% of gross volume upto plinth level excluding cost of form work and including curing complete..(Nallah)
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Dumping stones in horizontal level including cost of stone
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Centering and shuttering including strutting, propping etc and removal of form work for; Retaining walls, return walls, walls (any thickness)
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Cement concrete flooring 1:2:4 (1cement:2 course sand:4 graded stone agregade) finished with a floatin coat of neat cement including cement slurry ,but excluding soct of nosing of steps etc. complete 50mm thick with 20mm nominal size stone agregate Crushed
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Peroviding and laying 4\\" Dia PVC pipe for weep hole in R-wall of avg = 0.6 mtr in length
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Disposal of surplus excavated earth lead of 2KM by MT including loading unloading and stacking etc complete.
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Carriage of materials from sources to actual site of work including loading, unloading and stacking etc complete.
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(i) stone of an avg lead of 150 mtr by Headload
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(ii) Aggregate + sand for an avg lead of 50Km's by MT and 500 mtr by Headload
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(iii) Cement + steel for an avg lead of 60 KM by MT and 500 mtr by Headload Please Enable Macros to View BoQ information
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