Construction of culvert on Ujh Canal RD 460M D/S X- Drainage Syphon on Ujh Canal.

Amount

Earthwork in excavation by manual means in tranches for foundation, drains, pipes,cables etc (not exceeding in 1.5M in width) and for shafts,bells,cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5M, including getting out excavated earth and disposal of surplus excavated earth as directed (1M from cutting edge) All kinds of soil

Dismantling concrete grouted stone pitching in aprons drains etc including stacking of serviceable material and disposal of unserviceable material, stacking /disposal lead upto 100M

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering -All work up to plinth level.1:4:8(1cement:4 coarse sand:8 graded stone aggregate 40mm nominal size

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:3:6(1cement:3 coarse sand:6 graded stone aggregate 20mm nominal size

Providing and laying in position specified grade of reinforced cement including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level. (a) 1:2:4 (1 cement : 2 coarse sand m: 4 graded stpme aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 150 landing balconies, shelves chajjas, lintels bands, plain window sills, stair cases and spiral stair cases up to five level including curing but excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3(1cement 1.5:coarse sand :3 graded stone aggregate 20mm nominal size)

Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars

Centering and shuttering including strutting, propping etc. and removal of from work for:- a/Foundations, footings, bases of columns etc for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for:- a/ Edges of slabs and breaks in floors and walls “under 20cms wide”

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

Carriage of sand and stone aggregates from source to site of work avg. distance 15KM by Mechanical Transport

ANIL SHARMA

BACHITER SINGH