Construction of nala work from new basti via prathmik school via kanodiya building back side to gav exit upsidc nala to joint paint factroty pal mohalla Under Ward-72 Zone-5

dismentaling of rainforce cement concrete concrete etc all comp

E/W in cutting or in embankment in ordinary soil excavation to be done from of regular pits not exceeding 1/2 mm. in depth and work .

Earth work in excavation in trenches for foundation pipes cabel etc in ordinary soil (Loan clay or sand) including lift upto 1.5m. Lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the engineer i/c within a lead of 50m.SCH P.W.D -251

Providin &,laying in cement concrete 1:6:12(1 cement:6 Fine sand:12 graded brick aggrigate 40mm nominal size)and curing complet, including cost of from work in foundation and floors. SCH. P.W D 273

providing and laying in position specified grade of reinforced cement ,concrete, excluding the cost of centering, shuttering, finishing and reinforcement all plinth level 1:1.5:3 (1.cement :1.5 coarse sand :3 graded stone 20mm aggregate) work. REF NO 5.1.2

R.C.C work in walls (any thickness ) including attached pilasters buttresses plinth and string courses fillets columns pillars piers abutments posts and struts etc.above pilinth level up to floor five level excluding cost of centering shuttering finishing and reinfocement 1:1.5:3 ( 1 cement :1.5 coarse sand ( zone-111 ): 3 graded stone aggregate 20 mm nominal size )

Centering and shutring including cost of de-shutring and decentering at all level over height 3.5 m aditinal height I mtr.etc all work

Mild steel of iron work in plane workforcedment concret or reinforsment brick work (when not included inoverall rates) WROUGTH to required shape as necessery including binding for proper complaction of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level/(Over all Rate) 12mm to 32mm tor

Construction of Granular sub base ( G.S.B. ) by providing closed graded material spreading in unifrom layer with motar grader on prepared surface mixing by mix in place menthod with totavator at OMC and compaciting with vibratory roller to achieve the desired density complete in MORTH & H specification 401

Providing and laying of factory made 80 mm thick Interlocking cement conment concrete Tiles ( 30 mpa ) including 25 mm thick eompacted bed of fine sand compacting and proper embedding /laying of Interloacking Tiles feveling and dressing of surgace to required level and slope filling joints with local sand including the cost of material, labour T&P etc.