Construction of Valve Chamber and Compound Wall under WSS Kotli Manotrian (under Languishing).

Amount

Earth work in bulk excavation by manual means over areas (exceeding 30 cm and upto 1.5 m in depth, 1.5 mtr in width as well as 10 sqm on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in: All kind of soil = 70% Ordinery Rock = 30%

Providing and laying in position cement concrete of specified grade excluding the cost of centreing and shuttering. All work upto plinth level with 1:4:8 ( 1 cement : 4 fine sand : 8 graded stone aggr. 40mm nominal size).

Providing and laying in position cement concrete of specified grade excluding the cost of centreing and shuttering. All work upto plinth level with 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggr. 20mm nominal size).

Providing anf laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement- All work upto plinth level. 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggr. 20mm nominal size).

Reinforcement for R.C.C work including straightening, cuttinf, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars.

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

15mm Cement plaster on the rough side of single or half brick wall of mix: 1:6 (1 cement : 6 fine sand)

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finishing wth a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate

Brick work with common burnt clay F.P.S (non-modualar) bricks of class designation 75 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand).

Extra for brick work in superstructure above plinth level upto floor V level. (By manual means)

Finishing walls with water proofing cement paint of required shade New work (two or more coats) appplied @ 3.84kg/10sqm

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

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access platform

Edges of slabs and breaks in floors and walls. Under 20 cms wide

Providing and fixing G.I pipes complete with G.I fittings excluding trenching and refilling etc. (external work) 50mm dia GI Pipe (Light)

65mm dia GI Pipe (Light)

100 mm dia GI Pipe (Light)

Laying and fitting of G.I pipes complete excluding cost of pipes and Earth work: 50mm dia nominal bore (Light)

65mm dia nominal bore (light)

100mm dia nominal bore (Light)

Hand Packing stones in wire-crates, excluding cost of crates and stones.

Supply of Stones.

Dumping stone excluding cost of stones. In Horizontal on level

Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead Above 40 mm nominal bore 50mm dia G.I Pipe

65mm dia G.I Pipe

100mm dia G.I Pipe

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

M/S KULDEEP RAJ PANDOH&SONS

Ashok kumar