Construction of retaining wall at the boundary of University behind the students canteen building

Amount

Labour engaged for miscellaneous works - Coolie

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Dry rubble masonry with hard stone in superstructure above plinth level and upto floor five level, <b>

Dry rubble masonry with departmental hard stone in foundation and plinth including labour charges, etc. up to plinth level.

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 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 above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form for :Edges of slabs and breaks in floors and walls Under 20 cm wide

Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This including jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-charge. Concealed wok including cutting chases and making good the wall etc. 63 mm pipe 10 Kgf/cm2

JB ASSOCIATES PVT LTD