Aadi viseshwar ward stith compojit vidyalay dashamedh patthar gali ke bhawan ke chhat ka nirman v anya aavashyak nirman karya

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms for all lift including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. DSR Code No. 2.8.1 all soil(260.30x0.735)

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 ded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8 (6812x0.735)

P/L R.C.C. upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR code no. 5.1.2 (9045.75x0.735)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, base of columns, etc. for massconcrete DSR code no. 5.9.1 @ 392.15 x 0.735

Reinforced cement concret work in wall (any thickness), includingattached pilasters, butteresses, plinth and string courses fillets, columns, pillers piers abutments posts and struts etc. above plinth level up tofloor five level excluding cost of centring, shuttering, finishing and reiforcement :- 1:1.5:3 (1 cement :1.5 coarce sand : 3 graded stone aggregate 20 mm nominal sizederived from natural sources) DSR code no. 5.2.2 (10852.95 x 0.735)

Centering and shuttering including strutting , propping etc. and removal of form for Lintels, beams, plinth beams girders, bressumers and cantilevers DSR code no. 5.9.5 @( 736.40 x 0.735)

Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases above plinthlevel up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand(zone-III) derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources). DSR 5.3 (11505.50x0.732)

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform DSR Code no. 5.9.3 (927.25x0.735)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars DSR Code no. 5.22.3 (107.85x0.735)

Demolishing brick work manually by mechanical means including stacking of serviceable material and dispojal of unserviceable material within 50 meater lead as per direction of Engineer-in-charge. In cement mortar (DSR Code 15.7.4 @2060.20x0.757