Construction of Water Tank 02 No. at Ward No. 02 Sigdi B2 under PRI Plan Panchayat Sigdi B2 Block Mughalmaidan S. No. 1218

Amount

Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5m in depth, 1.5 m in width as well as 10 sq meter on plan including disposal of earth to be leveled and neatly dressed 25m (All kinds of soils )

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level.1:4:8( 1 cement : 4 coarse sand : 8 graded stone aggregate; 20mm normal size) Nallah stone

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level.1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate; 20mm normal size) Nallah stone

Reinforced cement concrete work in walls (any thickness) including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers abutment, posts and struts etc. Up to five level excluding cost of centering shuttering, finishing and reinforcement.1:1.5:3 (1cement:1.5 coarse sand : 3 graded stone aggregate; 20mm normal size)

Reinforced cement concrete work in arches, arch ribs, domes, vaults, Folded plates and roofs having slope more than 150 upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement:1.5 coarse sand : 3 graded stone aggregate; 20mm normal size)

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 50mm thick 12.5mm nominal size stone aggregate

Cantering and shuttering including strutting, propping etc and removal of form work for:-(a) Walls (any thickness ) including attached plasters, buttresses, plinth and string courses etc.Foundation of Bed

WallS ineer & Walls Bed

Suspended floors roofs landing balconies ans acess plate forms

Edges of the slab and breaks in floors and wall under 20cm

12 mm cement plaster finished with a floating coat of neat cement mix (1:3) 1 cement : 3 fine sand.

Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. TMT bars

Steel work welded in built up section / framed work including cutting hoisting fixing in position complete and applying a priming coat of approved steel primer. =01 No.

Carriage of G.I Pipes from nearest source to road side of work by Mechanical Transport for an av. Distance 250 km of including loading unloading and stacking.

Carriage of G.I pipes from road side to site of work by manual labour for an average distance of by Head Load 500 Mtrs.

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc.(not exceeding 1.5 mtr in width ) and for shafts , wells, cesspits, and the like not exceeding 10 sqm on plan , depth up to 1.5mtr including disposal of excavated earth up to 1 mtr from cutting edge , disposed earth is to be levelled.70%AKOS and 30% ordinary Rock)

Providing and fixing of G.I. Pipes complete with G.I fitting including trenching & refilling etc.(external work) 25 mm dia G.I.

20 mm dia G.I.

Returning/refilling the available excavated soil as required in layers not exceeding 20 cm in depth excluding consoilidation each deposited layer by ramming, watering etc.

Carriage of Cement from nearest source to road side 22 km by M.T

Steel

Carriage of Sand /Bajree from nearest source to road side 12 km by M.T

Agg. 20 mm

Agg. 40 mm

Carriage of material from road side to site of work for an av. Distance of 500Mtrs. by head load. Cement

Steel=

Agg 20mm=

Agg 40mm=

JAMEELA BEGUM

AMEENA BEGUM

ZAHID HUSSAIN

MOHD ABDULLAH

SHAREEFA BEGUM