Const Of Well Near The Ho Mohd Bashir So Chirag Din Ro Lam

Earth work in excavation by manual means in trenches forfoundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres All kind of soil@50%

Earth work in excavation by manual means in trenches forfoundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres Ordinary rock@5%

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil :@50%

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : Ordinary Rock :@5%

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level1:1.5:3 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Randam rubble masonary with hard stone in foundation and plinth including levelling up with cement conc.1:6:12 upto plinth level and curing complete with cememt mortar 1:6

Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Pumping out water caused by springs, tidal or river seepage, broken water mains ordrains and the like.

15mm Cement plaster on the rough side of single or half brick wall of mix:

Carriage of sand & Agg. with ih avg. lead 30 km by M.T.& 100m by hl

Carriage of boulders avg. lead of 2kms by mt & 100Mm by hl

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