Renovation Of Footpath Side Drain Construction Of Pcc R Wall Covering Slab Starting From Sher Ali House To P Subramani Yadav House At Mazar Pahad In Ward No 11= 1 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge a)Nominal concrete 1:3:6 or richer mix (including equivalentdesign mix) 2 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-chargea) All kinds of soil 3 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m.a)All kinds of soil 4 Centering and shuttering including strutting, propping etc. and removal of form fora)Foundations, footings, bases of columns, etc. for massconcrete 5 Centering and shuttering including strutting, propping etc. and removal of form fora)Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a)1:2:4 (1 cement : 2 coarse sand (zone-III) derived fromnatural sources : 4 graded stone aggregate 20 mm nominalsize derived from natural sources) 7 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering,shuttering and finishing:a)1:2:4 (1 Cement : 2 coarse sand (zone-III) derived fromnatural sources : 4 graded stone aggregate 20 mm nominalsize derived from natural sources) 8 Extra for making chequers of approved pattern on cement concrete floors, steps, landings, pavements etc. 9 12 mm cement plaster:a)1:4 (1 cement : 4 fine sand) 10 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardeningcompound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the costof nosing of steps etc. complete. 11 Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth levela)Thermo-Mechanically Treated bars of grade Fe-500D ormore. 12 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement with 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).
