Tender for Work No. 1: Restoration work of old building of Vikas Khand office complex - Demolishing R.C.C. work manually/ by mechanical means including stacking of steel barsand disposal of unserviceable material within 50 metres lead as per direction of Engineer - in-charge. D.S.R No.15.3 2 Demolishing brick work manually/ by mechanical means including stacking of serviceablematerial and disposal of unserviceable material within 50 metres lead as per direction ofEngineer-in-charge. In cement mortar .D.S.R.No. 15.7.4 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. All kinds of soil as per D.S.R.No. 2.8.1 4 Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete Aggregate (rcA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) ) D.S.R no. 4.1.10A 5 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 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){D.S.R. No. 5.1.2} 6 Reinforced cement concrete work in walls (any thickness), including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts etc. above plinth level up to floor five level, excluding cost of centering, shuttering,finishing and reinforcement . 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) D.S.R No.5.2.2 7 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15°landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived fromnatural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). D.S.R No. 5. 8 Centering and shuttering including strutting, propping etc. and removal of form for. Foundations, footings, bases of columns, etc. for mass concrete D.S.R No. 5.9.1 9 Centering and shuttering including strutting, propping etc. and removal of form for. Columns, Pillars, Piers, Abutments, Posts and Struts. D.S.R No. 5.9.6 10 Centering and shuttering including strutting, propping etc. and removal of form for.Lintels, beams, plinth beams, girders, bressumers and cantilevers D.S.R No. 5.9.5 11 Centering and shuttering including strutting, propping etc. and removal of form for. Suspended floors, roofs, landings, balconies and access platformD.S.R No. 5.9.3 12 Steel reinforcement for R.C.C. work ready to use “cut and bend” rebars of approved makefrom factory/workshop to construction site including placing in position and binding allcomplete upto plinth level.thermo-Mechanically Treated bars of grade Fe-500D or more.D.S.R No. 5.22B.1 13 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 infoundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) D.S.R No. 6.1.1 14 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (Under Floor) as per SI.No. 2.25 (a) 15 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (Under Floor) as per SI no 2.27 16 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration as per SI.No. 2.35.3.1 17 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 insuperstructure above plinth level up to floor V level in all shapes and sizes in : D.S.R. No.6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 18 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stoneaggregate 20 mm nominal size derived from natural sources) D.S.R No. 4.1.3 19 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. as perM.S. Angle 35x35x5 for door frames D.S.R no. 10.31 20 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece D.S.R NO . 10.5.2 21 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) ( D.S.R 13.4.1) 22 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. D.S.R No. 13.80 23 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre as per D.S.R No.13.41.1 24 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per D.S.R No.13.46.1 25 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per D.S.R No.. -13.62.1 26 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ) finished with floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. 40 mm thick floor 20 mm nominal size stone aggregate. As D.S.R No. 11.3.1 27 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. (a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests DSR 17.1.1 28 Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMTwaste coupling of standard pattern, including painting of fittings and brackets, cutting andmaking good the walls wherever required. White Vitreous China Flat back wash basin size550x400 mm with single 15 mm PTMT pillar cock.D.S.R No. 17.7B 29 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931(a) 15mm nominal bore 15 mm nominal bore D.S.R No. 18.49.1 30 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approvedquality conforming to IS:8931 (a) 15mm nominal bore D.S.R NO 18.53.1 31 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabilityfor hot & cold water supply, including all CPVC plain & brass threaded fittings and fixingthe pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with onestep CPVC solvent cement and the cost of cutting chases and making good the sameincluding testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc. D.S.R NO. 18.8.1 32 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabilityfor hot & cold water supply, including all CPVC plain & brass threaded fittings and fixingthe pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with onestep CPVC solvent cement and the cost of cutting chases and making good the sameincluding testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.D.S.R NO. 18.8.3 33 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS :12701 marked, with cover and suitable locking arrangement and making necessary holesfor inlet, outlet and overflow pipes but without fittings and the base support for tank. D.S.R NO. 18.48 34 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 35 Supply & Fixing of Informatory Sign board at site including letter, writing, painting etc all comp at site i/c branding work 36 GST 18%
