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Tender For Construction Work Of Creche In Collectorate Premises (Next To Vikas Bhawan) Under Critical Gaps Scheme - Clearing jungleincluding up rooting of rank vegetation grassbush wood treesandsaplingofgirthupto30cm.Measuredataheightof1meter abovegroundlevelandremovalofrubbishuptoadistanceof50m. outside the periphery of area cleared as per SI.No. 2.31 2 Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/ manual meansin foundationtrenchesordrains(notexceeding1.5min widthor10sqmonplan),includingdressingofsidesandrammingof bottoms, for all lift, including getting out the excavated soil and disposal ofsurplusexcavated soilasdirected,withinaleadof50m.Allkindsofsoil as per SI.No. 2.8.1 3 Providing and laying in positioncement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources :8gradedstoneaggregate40mmnominalsizederivedfromnatural sources) As per SI no. 4.1.8 4 Reinforcedcementconcreteworkinwalls(anythickness),including attachedpilasters,buttresses,plinthandstringcourses,fillets,columns, pillars,piers,abutments,postsandstrutsetc.aboveplinthlevelupto floorfivelevel, excludingcostofcentering, shuttering, finishingand reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III)derived from natural sources: 3gradedstoneaggregate20mmnominal sizederived from natural sources)Above Plinth Lvl as SI No-5.2.2 upto plinth 5 centering and suttering i/c all DSR 5.9.6 6 Brick work with common burnt clay (non modular) bricks of class -150infoundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 6.1.2 7 Providingandlayinginpositionspecifiedgradeofreinforcedcement concrete excluding the cost of centering, shuttering, finishing and reinforcement-Allworkuptoplinthlevelin:1:1.5:3(1cement:1.5 coarsesand:3gradedstoneaggregate20mmnominalsize)asSINo-5.1.2 8 centering and suttering i/c all DSR 5.9.5 9 BrickworkwithcommonburntclaybricksofM-150ClassinsuperstructureaboveplinthleveluptofloorVlevelinallshapesandsizesin cement mortar 1:6 ( 1 cement : 6 coarse sand ) as per SI no 6.4.2 10 providing and moulding of 18mm thick marble/granite …..DSR No. 8.3.1 11 Excavating,supplyingandfillingoflocalearth(includingroyalty)by mechanicaltransportuptoaleadof5kmalsoincludingrammingand wateringoftheearthinlayersnotexceeding20cmintrenches,plinth, sides of foundation etc. complete. (Under Floor) as per SI.No. 2.25 (a) 12 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 spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcementwith1:1.5:3(1cement:1.5 coarsesand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Lvl as SI No-5.3 13 Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approvedmakefromfactory/workshoptoconstructionsiteincluding placinginpositionandbindingallcompleteinThermo-MechanicallyTreated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 14 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. M.S. Angle35x35x5 for door frames as per SI no. 10.31 15 providing and factory made ISI marked steel……10.11.1 Fabrication of Z- section steel windows with grill 16 grill 10.25.2 17 providing and fixing glass panes with putty and glazing clips in steel doors windows clerestory all complete with 4.0mm thick glass panes as per SI No. 10.30.1 18 ProvidingandfixingISImarkedflushdoorshuttersconformingtoIS: 2202 (Part I) non- decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:30 mm thick including ISI marked Stainless Steel butt hinges withnecessary.ExtraforcuttingrebateinflushdoorshuttersasperSINo- 9.21.2 19 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) InnerSide as per IS 13.4.2 20 12 mm thick cement plaster of mix 1:6 ( 1 cement & 6 course sand ) OuterSide as per IS 13.4.2 21 12mm thick cement plaster of mix 1:3 (1cement & 3course sand) with neat finish/floting coat side as per DSR. No.13.9.1 22 Making drip course/ grove in plasteri/c DSR No. 5.30 23 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as per SI no 2.27 24 DilutingandinjectingchemicalemulsionforPOST-CONSTRUCTIONAL anti-termitetreatment(excludingthecostofchemicalemulsion) Treatmentofsoilunderexistingfloorsusingchemicalemulsion@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 existingfloor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration as per SI.No. 2.35.3.1 25 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 excludingthecostofnosingofstepsetc.40mmthickfloor20mmnominal size stone aggregate. As SI No. 11.3.1 26 Plane cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded 20 mm stone grit) as per SI no 279 a 27 Providing & laying rectified glazed ceramic floor tiles of size 300x300 mm ormore(thicknesstobespecifiedbythemanufacturer),of1stquality confirmingtoIS:15622,ofapprovedmake,in colourswhite,ivory,grey, fumeredbrown,laidon20mmthickcementmortar1:4(1cement:4 coarsesand),jointingwithgreycementslurry@3.3kg/sqmincluding grountingthe joints with white cement and matching pigmrnts etc.,complete as per SI no. 11.39 28 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to 1.8. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc complete. Size of Tile 600x600 mm as per SI no 11.46.2 29 Painting with synthetic enamel paint of approved brand and manufacture ofrequiredcolourtogiveanevenshade:Twoormorecoatsonnew work over an under coat of suitable shade with ordinary paint ofapproved brand and manufacture as per Sl no. -13.62.1 30 Distemperingwith1stqualityacrylicdistemper(readymixed)having VOCcontentlessthan50gram/litre,ofapprovedmanufacturerandof required shade and colour all complete to achieve even shade and colour : New work(two ormore coats) over and including waterthinnable priming coat with cement primer having VOC content less than 50 gram/litre as per Sl no. -13.41.1 Two Coats 31 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) as per Sl no.-13.46.1 Two Coats 32 Providing and applying white cement based putty of average thickness 1mmofapproved brandand manufacturer,overtheplasterdwallsurface even and smooth surface as per Sl no. -13.80 33 Hexagonal Fan box 34 S/F of Condute Pipe 35 Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/ manual meansin foundationtrenchesordrains(notexceeding1.5min widthor10sqmonplan),includingdressingofsidesandrammingof bottoms, for all lift, including getting out the excavated soil and disposal ofsurplusexcavated soilasdirected,withinaleadof50m.Allkindsof soil as per SI.No. 2.8.1 36 Providing and laying in positioncement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources :8gradedstoneaggregate40mmnominalsizederivedfromnatural sources) As per SI no. 4.1.8 37 Brick work with common burnt clay (non modular) bricks of class -150infoundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 6.1.2 38 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 spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcementwith1:1.5:3(1cement:1.5 coarsesand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Lvl as SI No-5.3 39 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 excludingthecostofnosingofstepsetc.40mmthickfloor20mmnominal size stone aggregate. As SI No. 11.3.1 40 Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approvedmakefromfactory/workshoptoconstructionsiteincluding placinginpositionandbindingallcompleteinThermo-MechanicallyTreated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 41 12mm thick cement plaster of mix 1:3 (1cement & 3course sand) with neat finish/floting coat side as per DSR. No.13.9.1 42 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 lovel white P.V.C. flushing cistern, Including flush pipe, with manually vatrolled device (handle lever) conforming to 18 : 7231, with all fittings and fixtures complete, Including cutting and making good the walls and floors wherever required: DSR 17.1.1White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 43 Providing and fixing wash basin with C.1. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making cond the walls wherever require:White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap DSR 17.7.4 44 Providing and fixing 600x450 mm beveled edge mirror of superior class (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete 45 PVC work pipe DSR 17.28.1.1 46 P/F PVC 110mm pipe 6kgs Pis including all material labour t&p complete of work.SOR Manpuri 47 P/F of PVC Bend including all material labour t&p complete of work MR 48 Bottle trap 38mm single pipe Modulate with hight of 270mm efective length of tial pipe 260mm from the central of the waste coupling 77mm bridge 25minimum water seal waiting not less than 263GMS DPR. 17.70.2 49 P/F of PVC Coppler 110mm 19.34.1 50 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, lle fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same Including testing of Joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls ete. PWD 18.8 20mm dia nomainal bore 18.8.2 51 25mm dia nomainal bore 18.8.3 52 Providing and fixing gun metal gate valve with C.L. wheel of approved quality (screwed end): PWD 18.17 25mm dia nomainal bore 53 Providing and fixing uplasticised PVC connection pipe with brass unions:DSR 18.21.2.1 30 cm length:15 mun nominal bore 18.21.2.1 54 Providing and fixing G.I. plpes complete with G.J. fittings including trenching and refilling etd PWD 18.12.3 25mm dia 55 Providing and fixing G.I Union in G.I, pipe Including cutting and threading the pipe and making long screws etc, complete (New work) :25 nm nominal bore PWD 18.46.3 56 Cutting holes up to 30x30 cm in walls Including making good the same DSR 18.76 57 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mma nominal bore PWD 18.53.1 58 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 holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. PWD 18.48 59 P/F C.P. Brass bib cock of approved quality conferming to IS:893115mm dia nominal bore DSR No18.49.1 60 Kitchen sink without drain board 610x460mm bowl depth 200mmDSR 17.10.2.2 61 Earthworkinexcavationbymechanicalmeans(Hydraulicexcavator)/ manual meansin foundationtrenchesordrains(notexceeding1.5min widthor10sqmonplan),includingdressingofsidesandrammingof bottoms, for all lift, including getting out the excavated soil and disposal ofsurplusexcavated soilasdirected,withinaleadof50m.Allkindsofsoil as per SI.No. 2.8.1 62 Providing and laying in positioncement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources :8gradedstoneaggregate40mmnominalsizederivedfromnatural sources) As per SI no. 4.1.8 63 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 excludingthecostofnosingofstepsetc.40mmthickfloor20mmnominal size stone aggregate. As SI No. 11.3.1 64 Brick work with common burnt clay (non modular) bricks of class -150infoundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per SI No- 6.1.2 65 12mm thick cement plaster of mix 1:3 (1cement & 3course sand) with neat finish/floting coat side as per DSR. No.13.9.1 66 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 spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcementwith1:1.5:3(1cement:1.5 coarsesand(zone-III)derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources). Above Plinth Lvl as SI No-5.3 67 Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approvedmakefromfactory/workshoptoconstructionsiteincluding placinginpositionandbindingallcompleteinThermo-MechanicallyTreated bars of grade Fe-500D or more. As per SI. No.- 5.22 B.1 68 Filling of brick batt. In soak pit 69 S/F of PVC pipe110 mm dia 70 Wiring for light point/ fan point/ exhaust fan point/ callbellpointwith1.5sq.mmFRLSPVCinsulated copper conductor single core cable in surface / recessedmediumclassPVCconduit,withmodular switch,modularplate,suitableGIboxandearthing the point with 1.5 sq.mm FRLS PVC insulated copperconductor single core cable etc. as required. DSR 1.10.1 71 Wiring for light/power plug with 4x4sq. mmFRLS PVC insulated copper conductor single core cable in surface /recessedmedium classPVC conduit along with 2No. 4 sq.mm FRLS PVCinsulted copper conductor single core cable for loop earthing as required code No. 1.13 72 Wiringforcircuit/submainwiringalongwithearth wirewiththefollowingsizesofFRLSPVCinsulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X2.5 sq. mm + 1 X 2.5 sq. mm earth wire DSR 1.14.2 73 AddforInvertorwiringinwiringpointfor Light/Fan/Plug with 1.5 mm Cu Wire. UPPWD 189(A) 74 Supplying and fixing suitablesize GI box with modularplateandcoverinfrontonsurfaceorin recess,includingprovidingandfixing3pin5/6A modularsocketoutletand5/6Amodularswitch,connections etc. as required. DSR 1.31 75 Supplyandfixingof LEDTubeLightbattenfittingsuitableforupto1X22wattLEDtubelighton surface complete in all respect. - CAT-AAA UPPWD 1413(A) 76 Supplyandfixingof LEDStreetlightFitting having die cast aluminium body and diffuser with driver set suitablefor 45 wattto50Watt.ConfirmingtoIP66protection complete in all respect. CAT-AA UPPWD 1421 77 supply ofceilling fan with fan motor of A.C parmanent insulation capicitor rating conforming bee5 star rating and IS:374/79 and alsocomply with IS:1709/1984 with latest amendment the rated voltage220/240 volts 50Hz,1-ph AC the fan assemble shouldconsist of down rod blades,shacklescanopies etcand with double ball bearing system(BEE 5 star rated- 1200/900 sweep) M.R 78 Extraforfixingthelouvers/shutterscompletewith frame for a exhaust fan of all sizes DSR 1.51 79 Supplyingandfixingfollowingway,horizontaltype threepoleand neutral, sheetsteel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar,interconnections,powderpaintedincluding earthingetc.asrequired.4way(4+12),Doubledoor DSR 2.4.1 80 Supplyingandfixing5Ato32Arating,240/415V, 10kA,"C"curve,miniaturecircuitbreakersuitable forinductiveloadoffollowingpolesintheexisting MCB DB complete with connections, testing andcommissioning etc. as required. Single pole DSR 2.10.1 81 SupplyandburringofSafeEarthingElectrodeT-19 (HotDipGalvanized),Lengthupto2000mm,outer pipe 50mm, inner pipe 25, terminal Dia 12 mm, outer GIpipeof16swg andinnerGI pipeof 12swgwith HotDipGalvanizationupto100micronfilledwith crystalline conductive mixture (CCM) having anti corrosive&conductivepropertywith50kgs activated soil (BFC) capable of reducing the soil resistivitywithgoodmixtureofretainingcapacity along with 30cm square C.I. frame with hinged cover & masonry husing (from electrode terminal to switch board, cost of 25 x 3 G.I . strip will be extra)Make: Asapproved in U.P. P.W.D., & C.P.R.I. Certified. UPPWD 725(A) 82 Supplying & Laying of 25mmx3mm G.I. Strip forearthingpurposeasrequiredcompleteinall respects.UPPWD 716 83 Supply and fixing of batten/angle batten/holder complete in all respetc. S.I.No. 405 84 Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISIMarkedIS:2878&TACapproved) completewithinitialchargeandwallbracket,along withsupplyofallmaterialsandlabourforpropercompletion of work.UP PWD 1132
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