Construction of 03 nos C-type shops in place of old maintenance office of mandi samiti roorkee district haridwar.

Earth work in excavation by mechanical means (Hydraulic excavator) manual means in fB4:B16oundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m. All kinds of soil. (2.8.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (4.1.8)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, reinforcement - All work up to plinth level : shuttering, finishing and 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (5.1.2)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, floor piers, abutments, posts and struts etc. above plinth level up tofive level, reinforcement :excluding cost of centering, shuttering, finishing and 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (5.2.2 )

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up floor five level, excluding the cost ofcentering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (5.3)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (5.22.6)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (5.9.1 )

Centering and shuttering including strutting, propping etc. and removal of form for plinth horizontal in including beams, attached girders, pilasters, bressumers and (5.9.5)

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts (5.9.6)

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform (5.9.3)