Construction of Bowali at Thorni W. No. 04 (PRI 1298)

Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) including dressing of sides and ramming of bottom lifts upto 1.5m inc.getting out excavated earth and disposal of surplus excavated earth as directed:in 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 upto plinth level 1:5:10 (1 Cement:5 coarse sand:10 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 upto plinth level 1:3:6 (1 Cement:3 coarse sand:6 Graded stone aggregate 20mm nominal size) 20% boulder

Reinforced cement concrete in beams ,suspended floors.roofs having slopes upto 15 degree landings ,balconies, shelves, chajjas, lintels, bands, plain windows sills,stair cases and spiral stair cases upto 5 level including curing but excluding the cost of centering,shuttering and reinforcement withl 1:1.5:3 (1 Cement: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 above plinth level . Thermomechanically treated bars of grade Fe-500D or more

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

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square, or round bars etc. including priming coat with approved steel primer all compete.

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

Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms.

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 and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20 mm nominal size stone aggregate. 50 mm thick with 20mm nominal size stone aggregate.

Carriage of Sand & Aggregate average 25.0 kms by M.T and 200 mtrs by H/L.

Carriage of Stone average 10.0 kms by M.T and 200 mtrs by H/L.

Add Provission for painting writing etc. all complet job Citizen information Board