Completion of balance work of parking complex opposite Canra Bank 2nd and 3rd floor

Amount

Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconiesand access platform as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors andwalls Under 20 cm wide (i) left and right 3rd floor as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Centering and shuttering including strutting, proppingetc. and removal of form fo Columns, Pillars, Piers, Abutments, Posts and Struts(c) Colums as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Centering and shuttering including strutting, proppingetc. and removal of form for : Stairs, (excluding landings) except spiral staircase(d)Stair as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing and laying in positionspecified grade of reinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - Allwork up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand): 3graded stone aggregate 20 mm nominalsize) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Reinforced cement concrete work in beams, suspendedfloors, roofs having slope up to 15° landings, balconies,shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases above plinth level up tofloor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate20 mm nominal size). as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Reinforced cement concrete work in walls (anythickness), including attached pilasters, buttresses,plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level up tofloor five level,excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand) : 3graded stone aggregate 20 mm nominal size) columns at 2nd FLoor as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

6 mm cement plaster of mix :)1:3 (1 cement : 3 fine sand) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Steel reinforcement for R.C.C. work includingstraightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo Mechanically Treated bars of grade Fe-500D or more as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Steel work welded in built up sections/ framed work,including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer using structuralsteel etc. as required In gratings, frames, guard bar, ladder,railings, brackets, gates and similar works as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Applying one coat of water thinnable cement primer ofapproved brand and manufacture on wall surface : water thinnable cement primer as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Painting Steel work with Deluxe MultiSurface Paint to give an even shade. Two ormore coat applied @ 0.90 ltr/ 10 sqm overan under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or Lhooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled withwhite lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheetscomplete (up to any pitch in horizontal/ vertical or curvedsurfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than275 gm/ m² as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Providing ridges or hips of width 60 cm overall widthplain G.S. sheet fixed with polymer coated J or L hooks,bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete 0.63 mm thick with zinc coating not less than275 gm/m² as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Brick work with common burnt clay F.P.S. (non modular)bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes inCement mortar 1:6 (1 cement : 6 coarse sand) as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

Kota stone slabs 20 mm thick in risers of steps, skirting,dado and pillars laid on 12 mm (average) thick cementmortar 1:3 (1 cement: 3 coarse sand) and jointed withgrey cement slurry mixed with pigment to match theshade of the slabs, including rubbing and polishing complete. as per drawing and H.P.P.W.D technical specifications all lead and lifts and carriage of material as directed by the Engineer-in-charge

VIKAS

Neeraj