Construction of Tractor Crossing at RD 300M of D-4 A Minor head of MRC

Amount

Demolishing cement concrete manually/ by Mechanical means including disposal of material within 50 mtr. lead as per direction of engineer -in –charge 1:3:6 or richer mix .

Earthwork in excavation by manual means in tranches for foundation, drains, pipes, cables etc (not exceeding in 1.5M in width) and for shafts, wells, 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

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 cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:2:4 (1cement:2 coarse sand:4 graded stone aggregate 20mm 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

12mm cement plaster of mix 1:4 (1cement:4coarse sand)

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

Centering and shuttering including strutting, propping etc. and removal of form work for :- Retaining walls, return walls, Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets, kerbs and steps etc.

Centering and shuttering including strutting, propping etc. and removal of form for:-

Suspended floors, roofs, landing, balconies and access platform

Edges of slabs and breaks in floors and walls “under 20cms wide”

Carriage of sand and stone aggregates from source to site of work avg. distance 10KM by Mechanical Transport

Carriage of stone aggregates 40 mm from source to site of work avg. distance 10KM by Mechanical Transport

M/S ROMESH KUMAR SHARMA

BALVINDER SINGH GOVT CONTRACTOR

kuldeep singh

M/S HARMOHINDER SINGH

Janak Singh

sunni kumar