tender for repair of marriage hall in piyari and construction of public boundary wall - earthworkinexcavationbymechanicalmeans(hydraulicexcavator) / manual means in foundationtrenchesor drains (not exceeding1.5 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. as per dsr 2.8.1 rate 260.30x0.735=191.32 2 providingandlayingin positioncementconcreteofspecifiedgrade excludingthe cost of centeringand shuttering- all workup to plinth level : 1:4:8(1 cement: 4 coarsesand (zone-iii)derivedfrom natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per dsr 4.1.8 rate 6812x0.735=5006.82 3 centeringand shuttering includingstrutting, proppingetc. and removal of form forlintels,beams,plinthbeams,girders,bressumers and cantilevers as per dsr 5.9.5rate 736.40x0.735=541.25 4 centeringand shuttering includingstrutting, proppingetc. and removal of form for columns, pillars, piers, abutments, posts and struts as per dsr 5.9.6 rate 961.30x0.735=706.55 5 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 7.5 in foundation and plinth in:cement mortar 1:6 (1 cement : 6 coarse sand) as per dsr 6.1.2 rate 7132.25x0.735=5242.20 6 reinforcedcementconcreteworkinwalls(anythickness),including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments,postsand strutsetc. aboveplinthlevel up to floorfivelevel,excludingcostofcentering,shuttering,finishingand reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) derivedfrom natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) as per dsr 5.2.2 rate 10852.95x0.735=7976.92 7 brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to is: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : with f.p.s.(non modular) bricks as per dsr 6.4.2 rate 9105.95x0.735=6692.87 8 steelreinforcementforr.c.c.workincludingstraightening,cutting, bending, placing in position and binding all complete upto plinth level. cold twisted bars as per dsr 5.22.3 rate 107.85x0.735=79.27 9 providing and fixing 1 mm thick m.s. sheet door with frame of 40x40x6 mm angle iron and 3 mm m.s. gusset plates at the junctions and corners,allnecessaryfittingscomplete,includingapplyingaprimingcoatof approved steel primer. usingflats30x6 mm for diagonalbraces and central cross piece as per dsr 10.5.2 rate 5563.75x0.735=4089.35 10 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : two or more coats on new work as per dsr 13.61.1 rate 155.90x0.735=114.59 11 12 mm cement plaster of mix1:6 (1 cement: 6 fine sand) as per dsr 13.1.2 rate 333.35x0.735=245.01 12 forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishingthegroovecompleteasperspecificationsanddirectionofthe engineer-in-charge : 15 mm wide and 15 mm deep groove as per dsr 13.73.1 rate 75.15x0.735=55.23 13 finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per dsr 13.47.1 rate 171.10x0.735=125.76 14 providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. as per dsr 13.80 rate 156.05x0.735=114.70 15 s/f of sign board at site