Construction of 07 Nos. R.C.C Ground Service Reservoirs 02 Nos. 5000 Gallons and 05 Nos. 3000 Gallons capacity under Water Supply Scheme Dhandal under Languishing

Amount

Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in depth, 1.5mtr in width as well as 10Sqm on plan) including disposal of excavated earth up to 1mtr from cutting edge, disposed earth to be leveled and neatly dressed in all kind of soil 70% and ordinary rock 30%.

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables, etc. (Not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth up to 1.5mtr including disposal of excavated earth up to 1mtr from cutting edge disposed earth is to be leveled and neatly dressed in all kind of soil70% and ordinary rock 30%.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size) Nallah.

Providing and laying in retaining walls, return wall, walls (any thickness) including attached pilasters, columns, piers, abutment, pillars, posts, struts, butteresses, string or laces, courses, parapets, cooping, bed block, anchor blocks, plain window sills, sunken floors, fillets etc. up to floor five level excluding the cost of centering, shuttering and finishing 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size (Nallah).

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry but excluding the cost of noising of steps etc. complete 50mm thick with 20mm nominal size stone aggregate (Nallah)

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 nominal size) Nallah.

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses. plinth and string courses, fillets, columns, pillars, abutment, posts, struts etc. up to floor five level excluding cost of centering shuttering, finishing and reinforcement 1:1½:3 (1 cement: 1½: 3 graded stone aggregate 20mm nominal size) Nallah.

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size).

Reinforced cement concrete work in arches, archribs, domes, valuts, shells, folded plate and roofs having slope more than 15° upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size).

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

Centering and shuttering including strutting, propping etc. and removal of form for (including 20% extra for circular work):- i) Foundations, footings, bases of columns etc. for mass concrete.

ii) Foundations, footings, bases of columns etc. for mass concrete.

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

iv) Arches, domes, valuts upto 6m span.

v) Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Labour for fixing of washout/overflow/inlet pipe etc. i) Fitter

ii) Labour

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

Dry Random Rubble masonry in foundation and plinth using nallah stones without bond stones.

Carriage of stones from source to site of work at an average distance of 1.00 Km by H/L.

Supply of manhole cover with lid.

Providing and fixing of P.G.I. Sheets strips in joints of walls.

Carriage of Departmental material from Divisional Store Doda to road side (staking place) of work at an average distance of 35Kms by Mechanical Transport: a) Cement b) Steel + PGI Sheets

Carriage of Departmental material from road side to site of work at an average distance of 2500Mtrs by manual means/ponies. a) Cement

b) Steel + PGI Sheets

Carriage of Sand & Bajjri 20mm nominal size from source to road side of work at an average distance 39.00 Km by M.T.

Carriage of Sand & Bajjri 20mm nominal size from road side to site of work at an average distance 2500Mtrs by Head Load.

Carriage of 40mm nominal size stone aggregate from road side to site of work at an average distance of 750Mtrs by H/L.

Supply of G.I pipe 65mm dia.

Supply of G.I bend 65mm dia.

Rashpal Singh

Mohd Ayub Dar