Tender For Construction Of Sub Tehsil Building At Kolari (Saipau) - PART A BUILDING WORK 2 Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed : All kinds of soil 3 Earth workin excavation by mechanical means (HydraulicExcavator)/manualmeansin foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositingandrefillingofjhiriwithwatering& ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils 4 Excavation work 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 lift upto 1.5 m, including gettingout the excavated soil anddisposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : Ordinary rock 5 Providing and laying in position cement concrete includingcuring,compactionetc.completein specifiedgradeexcludingthecostofcentering and shuttering - All work up to plinth level. 1:4:8 (1cement:4coarsesand:8gradedstone aggregate 40 mm nominal size). 6 Random rubble dry stone Kharanja under floor. 7 Filling available excavated earth (excluding rock) intrenches,plinthsideoffoundationetc.in layersnotexceeding20cm.indepth, consolidatingeachdepositedlayerby ramming and watering including lead up to 50 meter andwith all lift. 8 Carriage of earthinclusive of loading andunloading for a lead of500 M (0.5 Km.) 9 RandomRubblestonemasonryforwithhard stoneinfoundationandplinthinCementSand mortar above 30 CM thick wall in Cement Mortar1:6 ( 1-Cement : 6-Sand). 10 CenteringandShutteringwithplywoodorsteel sheets including strutting, propping bracing both waysandremovalofformworkforfoundation, footings, strapbeam,raft,basesofcolumnsetc. 11 Centering&shutteringwithplywoodorsteel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for Columns, pillars, postsand struts etc. 12 Centering&shutteringwithplywoodorsteel sheets including strutting, propping bracing both ways with steel propsand removal of formwork foruptofloorfivelevelforSuspendedfloors, roofs,landings,staircases,balconies,girders, cantilevers,bands,copingbedplates, anchor blocks,sills,chhajjas,lintel,beam, plinth beam etc. 13 Providing and layingin positionspecified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction,finishingwithrenderingincement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required)excludingthecostofcentering, shutteringandreinforcement.M20grade Nominal Mix / Design Mix 14 Add extra for providing richer mixes respectively at all floor levels. Providing M-25 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix. 15 Providing and layingin positionspecified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishingwithrenderingincementsandmortar 1:3 (1 cement: 3 coarse sand) and making good thejointsandcostofplastizers(ifrequired) excludingthecostofcentering,shutteringand reinforcement for Walls (anythickness) includingattachedpilasters,buttresses,plinth and string courses, fillets, columns, pillars, piers, abutments,postsandstrutsetc.M20grade Nominal Mix / Design Mix 16 Add extra for providing richer mixes respectively at all floor levels. Providing M-25 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix. 17 Providing and layingin positionspecified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishingwithrenderingincementsandmortar 1:3 (1 cement: 3 coarse sand) and making good thejointsandcostofplastizers(ifrequired) excludingthecostofcentering,shutteringand reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies,shelves,chajjas, lintels,bands, plain windowssills,staircasesandspiralstaircases etc.M20 grade Nominal Mix / Design Mix 18 Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix. 19 Providing and fabricating reinforcement forR.C.C. work including straightening, cutting, bending,placinginpositionandbinding (including cost of binding wire) all complete up to floorfivelevel.(Originalproducerswho manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786). Thermo-mechanically Treated bars (Conforming of relevent IS code) 20 BrickworkwithF.P.S.bricksofclass designation75insuperstructureaboveplinth level upto floor V level in all shapes and sizes in Cement mortar 1 : 6 (1 cement : 6 coarse sand) Add extra over item of brick work with class designation 100in substitution of class designation 75 : 21 HalfbrickmasonryinSuperstructure,above plinthleveluptofloorV level usingbricksof designation 75 Cement mortar 1 : 4 (1 cement :4 coarse sand) Add extra over item of brick work with class designation 100in substitution of class designation 75 : 22 Addextraproviding andplacinginposition2 Nos. ,6mm Ø M.S. barat every thirdcourse of half brick masonry . 23 Kotastoneslabflooring25mmthickover20 mm(average)thick baselaidoverandjointed withgreycementslurrymixedwithpigmentto matchtheshadeoftheslabincludingrubbing andpolishingcomplete withbaseofcement mortar1:4(1cement:4coarsesand).For area of each slab from 2001 to 5000 Sq.Cm 24 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average)thickcement mortar1:3 (1cement 3 coarse sand) and jointed with grey cement slurry mixedwithpigmenttomatchtheshadeofthe slabs, including rubbing and polishing complete. For area of each slab upto 2001Sqcm 25 Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average)thickcement mortar1:3 (1cement 3 coarse sand) and jointed with grey cement slurry mixedwithpigmenttomatchtheshadeofthe slabs, including rubbing and polishing complete. For area of each slab from 2001to 5000 Sqcm 26 P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thicknessto be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade,laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete. size 600 mm X 600 mm 27 Chequerredprecastcementconcretetiles22 mmthickinfootpath&courtyardjointedwith neat cement slurry mixed with pigment to match the shade of tiles includingrubbing and cleaning etc.completeon20mmthickbedofcement mortar1:4(1cement:4coarsesand).Dark shade using ordinary cement. 28 ProvidingandfixingGranitestoneslabmirror polished and machine edge cut in walls, pillars, steps,Shelves,SillsCounters,Floorsetc.laid on 12mm (Av.) thick base of cement mortar 1:3 (1cement:3coarsesand)jointingwithwhite cementmortar1:2(1whitecement:2marble dust)withpigmenttomatchtheshadeofthe marble slab including grinding, rubbing and polishing complete. Jhunjhunu / Jalore (Red/Choclate/Black/PinkColour)1501Cm2to 3600 Cm2 Tiles 29 ProvidingandfixingMarblestoneflooringtable rubbed,15-18mmthickover20mm(Av.)thick baseofCM1:4(1cement:4coarsesand) jointingwithwhitecementmortar1:2(1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbingandpolishingcomplete.Rajnagar1st quality/Ageria with light spots. Above 3601 Cm2 Slabs 30 Extraforprovidingedgemouldingto15-18mm thickmarble/Granite/Kotastonecounters, Vanities etc. including machine polishing to edge togivehighglossfinishetc.completeasper design approved by Engineer-in-Charge. Granite/Kota Stone Work. Full Edge moulding 31 Extraforfixingmarble/granitestoneoverand abovecorrespondingbasicitem,infaciaand dropsofwidthupto150mmwithepoxyresin based adhesive including cleaning etc. complete 32 Providingandfixingpressedsteeldoorframes confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mmpressedmildsteelweldedorrigidly fixed together by mechanical means, adjustable lugswithsplitendtailtoeachjambincluding steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primerafterpre-treatmentofthesurface including filling with CC 1:2:4(M15 grade) completeasdirectedbyEngineer-in-charge: Profile E 33 Providingandfixingexternalgradeboardsolid core single leafflush door shutters ISI 2202-67 markedusingPhenolformaldehyderesin in glue both sides with approved steel fittings completeasperannexureA 35mmthick. Commercial Veneer both side 34 Providingandfixingexternalgradeboardsolid core single leafflush door shutters ISI 2202-67 markedusingPhenolformaldehyderesin in glue both sides with approved steel fittings completeasperannexureA 30mmthick. Decorative teakveneer One side 35 Extrafor providing externallipping with2nd classteak wood battens6 mmminimumdepth onalledgesofshutters(overallareaofdoor shutter to be measured) Over item no. 8.13. 36 Extra for cutting rebate in flush door shutters for makingdoubleleafshutter(Totalareaof theshutter to be measured). 37 Providingandfixingsteelglazedwindow frame made out of 80x40 mm hollow sheet section of16gaugethickness,jointmitredwelded and grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm long embedded in C Cblock 15 x 10 x 10 Cm of 1:3:6 nominal concrete and includingfixingofpivotedhingesofsuperior quality, window shuttersmade outof50x 25.0 mmhollowsteelsection15mmpaitamof18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to frame forpaitamfixingfloatglass4mmthick paneswithglazingclipsandmetalsashputty and fixingofshuttersframespegstay,U shape handle 100 mm long, tower bolts 100 mm longofsteelpowdercoatedsuperiorquality includingfixingandjointingwithframehinges primingcoatwithsteelprimercompleteinall respect as per direction of Engineer-in –charge 38 Window openable. 39 Window fixed. 40 Extra for additional shutter in pipe section windows with wire gauge 14 mesh x 24 gauge 41 ProvidingandfixingSquarebarsorotherflatwelded to window, ventilatiors etc. 42 Renewing glass panes,with putty and nails wherever necessary. Float glass panes ofthickness 4 mm 43 Providing, hoisting and fixing up to floor five level precast cement concrete Jali 1:2:4 (1 cement : 2 coarsesand:4gradedstoneaggregate6mm nominalsize)reinforcedwith1.6mmdiaMild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement mortar 1 : 3 (1 cement : 3 fine sand ) etc complete as per approved design excluding plastering of jambs, sills and soffits 40 mm thick 44 Providingandfixing1stqualitystandardwhite, grey,ivory,fumeredbrown,lightgreen,light blueandotherlightshadesglazedtiles confirmingtoIS:13753&IS:15622ofsize 200mmx300mminwalls,floors,steps,pillars etc. laid on a bed of neat cement slurry finished withflushpointinginthewhitecementmixed withpigmenttomatchtheshadeofthetile complete(excludingthecostofcementplaster on walls and pillar). 45 Providingandfixing1stqualityMATfinished ceremic tile size 300x300mm confirmingto IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid onabedofneatcementslurryfinishedwith flushpointinginthewhitecementmixedwith pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 46 Gradingroofforwaterproofingtreatmentwith water proffing compound. Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 47 6 mm thick cement plaster to ceiling of mix1:3(1cement : 3-fine sand) 48 Providinggola75x75mmincementconcrete 1:2:4(1cement:2 coarsesand:4stone aggregate10mmanddowngauge)including finishingwithcementmortar1:3(1cement:3 fine sand) as per standard design : 49 Providing & fixing precast cement concrete coping1:2:4mix50mmthickcompleteas per specification : 50 Plaster on new surface on walls in cement sandmortar 1:6 including racking ofjoint etc. complete fine finish 12mm thick. 51 Plaster on new surface on walls in cement sand mortar 1:6 including racking ofjoint etc.complete fine finish 20mm thick. 52 Making grooves as per design in plaster 10mmto 20mm wide. 53 Makingofdripcourse(Tapka)incementsandmortar 1:6 width upto 40 mmand 10 mm thick as per approved design 54 Providing and applying white cement based putty overplasteredsurfacetopreparethesurface even and smooth complete. New PlasteredSurface (three or more coats) 55 Distempering with oil bound washable distemper ofapprovedbrandandmanufacturetogivean even shade including all scaffolding. Newwork (twoormorecoats)overandincluding scrapping and priming coat with cementprimer. 56 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work 57 Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work(Twoormorecoatapplied@1.67ltr/10 sqm overandincludingbasecoatof water proofingcementpaintapplied@2.20kg/10sqm ). 58 Supply and fixing in cement mortar welded hand railingmadeoutofMSroundorsquarebars, flats etc. for staircase or verandah as per design completeinallrespect(woodenorPVChand railing to be paid extra) with priming coat of redoxide. 59 ExtraforprovidingDtypepipeheadastop ofhand railing 60 Providing and fixing in position collapsible steel shutterswithverticalM.S.Channels20x10x 2mmandbracketwithflatirondiagonals20x 5mm. size with top and bottom rail of T-iron 40 x40x6mm.with40mmdiasteelpulleys/ball bearingcompletewithbolts,nutslocking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer. (To be measured and paid as per outer dimension). 61 Providing and fixing M.S. sheet 1mm thick singleleaf doorshutter inangleironframe 35x35x5mm suitabilly diagonally braced with 25x3mmflatironaboveandbelowlockrailof size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding costofchowkhats:includingtwocoatsofanit- corrosive red oxide primer paint 62 Providingandfixinginposition bitumen impregnated fiberboard confirming to IS: 1838 in expansionjointsincludingthecostofprimersealing compound. 25 mm. thick 63 Providing and fixing 150 mm wide sheet covering over expansion jointswith iron screws asperdesigntomatchthecolour/shade of walltreatment.Aluminumflutedstrips2mmthick 64 Filling of sunk portion of roof with earthen pots of requiredheightincludingfillingvoidswith1:3:6 light concrete,using brickbats complete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. 65 Cementconcreteflooring1:2:4(1cement:2 coarse sand : 4 graded stone aggregate) finishedwithafloatingcoatofneatcement including cement slurry, making of lines or grooveetccompletebutexcludingthecostof nosing of steps etc. complete.40mmthickwith 20mmthicknominalsizeaggregate. 66 Supplyingandfixinginwallsmachinecutand polishedstoneshelves,tandsand inCM1:3 with machine cut edges Sand or other approvedstone 50mm thick. 67 Providing and fixing 18 mm thick, 150 mm wide pelmetofflatpressed3layerorgradedwood particle board medium density grade I, IS : 3087 marked including top cover of6 mm commercial plywoodconformingtoIS:303BWRgrade, nickel plate MS 20 mm dia curtain rod with nickel plated bracket including fixing with 25x3 mm MS flat10 cm long all complete 68 Providing&fixing12mmthicktegularedge GlassFibreReinforcedGypsumFalseceiling tiles of size 595 x 595 mm in true horizontal level suspendedoninterlockingmetalgridofhot dipped galvanised steel sections ( galvanized @170gsm/sqm.)consistingofmain“T”runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum)sheetspacedat1200mmcenterto center and cross “T” of size 24x25mm made of 0.30mmthick(minimum)sheet,1200mmlong spacedbetweenmain“T”at600mmcenterto centertoformagridof1200x600mmand secondary cross“T”oflength600mmand size 24x25mmmadeof0.30mmthick(minimum) sheet to be interlocked at middle of the 1200x600mm panel to form 69 Providingandfixing aluminumwork fordoors,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conformingtoIS:733andIS:1285,fixedwith rawl plugs and screws or with fixing clips ,or with expansionholdfastenersincludingnecessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminiumsectionshallbesmooth,rustfree, straight,miteredandjointedmechanically wherever required including cleat angle Aluminiumsnapbeadingforglazing/paneling,C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and thedirections of Engineer- in – charge .(Glazing and paneling to be paid for separately). For fixed portion. Anodisedaluminum(anodisedtransparent81 dyedtorequiredshadeaccordingto IS: 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer) 70 Providingandfixing aluminumwork fordoors,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conformingtoIS:733andIS:1285,fixedwith rawl plugs and screws or with fixing clips ,or with expansionholdfastenersincludingnecessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminiumsectionshallbesmooth,rustfree, straight,miteredandjointedmechanically wherever required including cleat angle Aluminiumsnapbeadingforglazing/paneling,C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and thedirections of Engineer- in – charge .(Glazing and paneling to be paid for separately).For shutters builtup standard tubular sections of openabledoors,windows & ventilators including providing & fixing hinges / rollers etc. and making provision forfixingoffittingswhereverrequired(lockes shallbepaidforseparately). Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum 71 Providingandfixing12mmthickprelaminated threelayermediumdensity(exteriorgrade) particle board Grade I, Type II conforming to IS : 12823bondedformaldehydesyntheticresin,of approvedbrandandmanufactureinpaneling fixed in aluminium doors ,windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete asper architectural drawingsanddirectionofengineer-in-charge. Pre-laminated particle board with decorative lamination on one side and balancing laminationonotherside. 72 Providingandfixingglazinginaluminiumdoor, window,ventilatorshuttersandpartitionsetc. with PVS / neoprene gasket etc. complete as per thearchitecturaldrawingsandthedirectionsof engineer-in-charge. (Cost of aluminium snap beading shall be paid in basicitem.) With float glasspanesof5.0mmthickness(weightnot less than 13.50 kg/sqm) 73 Providing and fixing double action hydraulic floor spring ofapproved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and coverplateswithbrasspivotandsinglepieceM.S. With stainless steel cover plate 74 Providingandfixing100mmbrasslocks(best makeofapprovedquality)foraluminiumdoors includingnecessarycuttingandmakinggoodetc. complete. 75 Precastterrazotilesofapprovedmake,20mm thick with marble chips of size upto 6mm laid in floors,andlanding,jointedwithneatcement slurry mixed with pigment to match the shade of thetiles,includingrubbingandpolishing completeon20mmthickbedofcementsand mortar 1 : 4. Dark shade using ordinary cement. 76 Providing& fixing door, window, chowkhats and other frames, including antitermite treatment,M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embeddedincementconcreteM-15grade: Sheesham wood Grade - I. 77 Stone work (machine cut edges) for Wall cladding/ Veneering work up to 10 m heightwith20to30mmthickPinkSandstone(Bansi Paharpur)andbackingfilledwithagroutof 12mmthickcementmortar1:3(1cement:3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with anadmixtureofpigmentmatchingthestone shade : (To be secured to the backing by means of cramps which shall be paid separately). Exposed face Machine cut 78 Providingandfixingstainlesssteelcrampsof required size and shape for anchoring stone wall lining to the backing or securing adjacent stones instonewallliningincementmortar1:2(1 cement:2coarsesand)includingmakingthe necessarychasesinstoneandholesinwalls wherever required. 79 Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRECONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) . 80 Anti termiteSupplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/Lindane emulsifiable concentrate of 20% 81 PART B SANITARY WORK 82 P&FIndiantypewhiteglazedvitreouschina1st qualityW.C.orissapan(IS:2556Mark)with100 mm vitreous china P or S trap including cutting and making good the wall and floor: Size 580x440mm. 83 P & F European type white glazed vitreous china 1st qualityW.Cpan(IS:2556Mark)withPorStrap including cutting and making good the wall and floor 84 P & F White Vitreous China Double Syphonic EuropeanW.C.(I.S:2556Mark)withmountedW.V.C. flushing cistern of (IS : 2556 Mark) of 10 litre capacity complete with all necessary internal fittings including cutting and making good the wall and floor. 85 P&FwaterclosetSeatCoverswithbrasshinges complete. Solid PVC (IS 2548 marked) grade-IWhite for EWC. 86 P & F Low level Flushing Cistern of 10 litres capacity (IS:2556mark)ofapprovedmakewithcomplete fittingsC.I.bracketsdulypainted,brassballcock with ball (IS: 1703 mark) complete including cutting and making good the wall. PVC with PVCbend asper IS : 7231 . 87 P&FJetsprayforwaterclosetwithC.P.CopperTube flange of approved make. 88 Providing & Fixing premium qulaity WVC Urinal with PVCwastepipe,domecouplings,concealediron brackets or screws etc. complete. Flat Back (small) size 440x265x315 mm. 89 P&FW.V.C.(IS:2556Mark)SquattingUrinalof standard make complete. Including cutting & makinggood the floor: Size 450x350mm 90 P&F Marble Urinal Partition slab both sides polished ofapproveddesigncutfrommarblesize 900x600mm.Makrana IIquality marblehavinglightspots 91 P&FC.P.brassUrinalFlushPipesetcomplete with flanged brackets of approved make. For 1 Urinal 92 P & F C.P.brassUrinal Spreaderforstallurinal ofapproved make. 93 P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No.15mmC.P.Pillarcock(IS:8934Mark)&32mmC.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall : Size 580 mm x 450 mm 94 P&FKitchen&Lab.SinkofapprovedmakewithC.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mmG.I.wastepipeup-tofloorlevelcompleteincluding cutting and making good the wall & floor Overall size (inches) 45 x 20 x 8 Bowl size (inches) 20x16x8 (withdrain board) 95 P&FFlushCock / FlushValve (IS :9758Mark) forWCofapproved quality make : CP brass pushtype 25mm nominal bore. 96 P&FFlushCock / FlushValve (IS :9758Mark) forWCofapproved quality make : CP brass Half-turn exposed 25mm nominal bore. 97 P & F Full-way Valve (IS:778 Mark) or wheel valve ofapproved make : 98 Gun-metal 15mm nominal bore. 99 Gun-metal 25mm nominal bore. 100 P & F Looking Mirrors with P.V.C. frame of approved makeasperdirectionofEngineer-in-chargeSize500x400mm 101 P & F Towel Rail or Ring of approved quality/make:C.P. Brass Towel Ring revolving type 102 P&FGratingofapprovedquality/make.Stainless Steel Sheet size 125mm dia. Heavy Quality ofapproved make 103 P&FG.I.pipes(InternalWork)withG.I.Fittings excluding union (IS:1239 Mark) & MS clamps includingcuttingandmakinggoodthewallsandfloors: Exposed on wall 104 15mm dia Nominal Bore B Class 105 25mm dia Nominal Bore B Class 106 P&FG.I.Pipes(ExternalWork)withG.I.fittings excluding union (IS : 1239 Mark) including trenching& refilling earth etc. 107 15mm dia Nominal Bore B Class 108 25mm dia Nominal Bore B Class 109 P&F15mm.DiaConnectionPipeofapproved quality/make:CPBrassPipewithCPBrassnutsupto length 300mm. 110 P & F Bib Cock (IS : 8931 Mark), Superior quality ofapproved make: C.P. Brass Long nose, 15mm nominal bore weight not less than 810 gm 111 P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: C.P. Brass bib cock,15mm nominalbore. 112 P & F Stop Cock(IS :8931 Mark),superior quality & of approvedmake:Brass400gm.15mmnominalbore. 113 P & F Ball Cock (IS :1703 Mark) with Rod& P.V.C. Ball complete : Brass wt. Not less than 300gm,15mm. 114 P&FExtensionPipeforbibcocksofapprovedquality/make. C.P. brass of Heavy & Superior quality 50x15mm 115 Providing & fixing C.P.flange for 15mm dia taps. 116 P&FPVCStorageTankISIMarked(IS:12701) indicatingthe BISlicenseNo), ofapprovedmake with cover, 25mm dia 1M long G.I. over-flow pipe &25Cm.longwashoutpipewithplug&socket, including making connection etc., complete of approved design: 1000 liters capacity. 117 Hoisting Charges for each floor for 1000 literscapacity. 118 Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mmthickinsideplasterinCM1:6,finishedwith floatingneatcement,50mmthickM-15gradeC.C. flooring,makingchannels,80mmthickstoneslab covering with 40mm thick M-15 grade C.C. flooring, Cementcoverwithframeof450mmdia,earthwork etc.completeasperdesignincludingdisposalof surplus earth within 50 mtr. lead. Depth up to 0.5 M 119 Construction ofchamberin all type ofsoil with 300 mmthickmasonryinCM1:6m,10cmthickC.C. 1:5:10infoundation,20mmthickinsiderplasterin Cm1:6,finishedwithfloatingneatcement,50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. Inside size 300 X 300 mm depth upto 0.5 MCement cover with frame. 120 Construction of Cement Concrete Chamber125mm dia. C.P. Brass grating 121 ConstructionofsepticTankinalltypesofsoilwith 40 Cm.thickmasonry inCM 1:6,15 CmthickC.C bedof1:5:10,M-15grade C.Cfloor& RCCslab coveringwithM15gradec.c.floor, 50mmthick stone slab partition walls, 20 mm thick plaster in CM 1:6 finished with neatfloatingcement,4Nos stone foot rests ofapproved design ,two No. 450 mm dia eachFerrocement coverwithframe,earthwork etc.completeasperapproveddrawingincluding disposal of surplus earth within a lead of 50 mtr:- 122 Size200x100x130cm.(for10users)with115mm thickRCC(M-20)slabwith Torsteel reinforcement 8mmϕ@15cmc/cbothwaysincludingshutteringcomplete in all respect. 123 Size 230 x110 x150 cm.(for 20 users)with 115 mm thickRCC(M-20)slabwith Torsteel reinforcement 10mm ϕ @15 cm c/c bothways including shutteringcomplete in all respect. 124 ConstructionofopenDrainwith112mmthickbrick masonry in CM 1:4 Semi circular S.W. glazed channel (confirming to IS Standards) fixed with cement mortar 1:1 over a bed of 100mm thick C.C. 1:5:10, filling of edged with M-15 grade C.C. flooring, 12mmcementplaster1:4,overallexposedfaces, excavation&disposalofearthwithinaleadof50 mtrcompleteasperapproveddrawings:250mm drain,225mmAv.depthwidth25CmS.W.glazed channel. 125 P&F rigid PVC Pipe (IS:4985 mark)class II/(4 Kg./Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 126 75 mm dia 127 110 mm dia 128 160 mm dia 129 P&F rigid PVCpipe fittings (IS: 4985 mark) ofapprovedquality/makeincludingjoiningthepipe with solvent cement rubber ring and lubricant: 130 Plain tee 110 mm 131 Vent covel 75mm 132 Plain floor trap 110mm dia 133 Bend 45 - 75mm 134 Bend 45 - 110mm 135 Door Tee 110mm dia 136 Door cap 75 mm dia 137 Pipe Clip 110 mm dia 138 P & F Automatic Flushing Cistern of first quality (IS : 774mark)ofapprovedmakefitting,siphonwith copper tube, C.I. brackets complete including cutting and making good the wall. WVC (as per IS : 2556)10 litres. 139 Construction ofsoakage wellin alltype ofsoil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M- 15gradeC.Cflooring,earthworkcompleteasper approved drawing including disposal of earth within a lead of 50 mtr.: Size 300 Cm. dia outside & 300 Cm. depth . 140 PART C TUBEWELL WORK 141 Construction of Tube-well upto 100 Meter depthandaboveinalltypeofrocksbyDTH system andoverburden, toaccommodate casingpipeoffollowingsizesinalltypesof soilsandoverburdenincludingloweringof casingpipes,butexcludingcostofcasing pipesasperIS:2800(PartI&II)1979 specifications.Theworkwouldbecompleted after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe: 200 mm –do- 142 SupplyofERWM.S.blackcasingpipeISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work. 150 mmNominal bore of pipe 143 SupplyofstrainerpipesmadeofERWM.S. blackpipeISImarkoffollowingsizesatthe site ofwork including required sizeofslotting as per IS:8110-1985. 150 mm Nominal Bore. 144 S&Ftubewellcoverof M.S.sheet(6mmthick) with nuts and bolts complete for casing size: 150mm dia 145 Providing & lowering of G.I. Pipes, flange pipe including rubber washer and nuts of8 mm dia completeinallrespectI.S.1239Marked.BClass 80 mm dia 146 S&FM.S.clamp,setof50×6mmflatiron withnutsandboltsetc.forholdingtheriserpipe assembly of submersible pump set. 147 P&FFull-way Valve(IS:778Mark)orwheelvalve of approved make : 148 Gun-metal 15mm nominal bore. 149 Gun-metal 25mm nominal bore. 150 Gun-metal 50mm nominal bore. 151 P&FGun-metalNon-returnValveorCheck Valve(IS:778Make)ofapprovedmake,superior quality: 152 15mm nominal bore. Horizontal 153 25mm nominal bore. Horizontal 154 50mm nominal bore. Horizontal 155 P&FG.I.Pipes(ExternalWork)withG.I.fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. 156 15mm dia nominal bore B Class 157 25mm dia nominal bore B Class 158 50mm dia nominal bore B Class 159 MakingconnectionofG.I.distributionbranch with G.I. main includingall fitting. Beyond25mm & upto 100mm dia 160 P&FBibCock(IS:8931Mark),Superior qualityofapprovedmake:Brass400gm,15mm nominal bore. 161 SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump setssuitable for 100/150mm dia borewell.The size ofadopter fixed on top of themotorshouldexceedthetopofcoupler, forsafegaurdthecoupler.Theconstruction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiencylevelofBEEandmixedflowpump setshouldoperateat3starenergylevelof BEE,accompainedbyvalidBEEcertificate. Motor should be IE2 class as per IEC 60034-2 1:2007,IEC60034-30:2008, &IS12615:2011 withrequiredaccessories including making connection suitable for Bore well.Thejobincludeslabourpartoflowering ofriser pipe G.I./H.D.P.E. with rope, cables &pump,installationofcompletefittingand accessories, jointing ofelectrical cables up to Starter.Alllabourfortestingofsubmersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submitNABL / CPRI / ERDA accrediatedlab typetestcertificatebeforeexecution.Allasper pre approved by Engineer in charge For 162 SITC of ContactorOEM Fabricated DOL/Star- DeltaStarterpanelwithswitchgearselection asperType-2CordinatiomChartand made outfrom1.6mmthickpowdercoatedCRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection,IlluminatedON/OFF push buttons,ammeter, voltmeter, indicating lamps etc.suitablefor following rating motors complete in all respect. All as per pre approvedbyEngineerincharge. For additionaltechnicalparametersofproducts/ work, refer Annexure A attached with this BSR.ForThreephaseSubmersible/Mono block pump. 7.5 HP to 10.0 HP ( DOL starter ) 163 Providing & Laying of Polypropylene rope Confirming to IS:5175 for submersible pump of following sizes. complete in all respect. All as per pre approved by Engineer in charge.For additionaltechnicalparametersofproducts/ work, refer Annexure A attached with this BSR .20mm (suitable for 90 mm OD pipe) 164 P/Laying ISI marked P.V.C. insulated submersiblecableconfirmingto(IS:694)and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, strandinginacc.toIS:8130/IEC60228for lower watt loss , oxygen freefor less chances ofoxidization,insulationPVCtypeA/C/D, flameretardantasperIS10810-53,better amperage rating as per IS:3961 part 5, existingpipe/opentrench/Cabletray/on surfaceincludingmakingconnectionetc.as required.Foradditionaltechnicalparameters ofproduct/workreferAnnexureAattached with this BSR 2.5 Sq.mm 3 core flat / Round 165 PART D BOUNDARY WALL 166 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means infoundationtrenchesordrains(not exceeding 1.5 m in width or 10 sqm on plan) includingdressingofsidesandrammingof bottoms,liftupto1.5m,includingtakingout the excavated soil and depositing and refilling ofjhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils 167 Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost ofcenteringandshuttering-Allworkupto plinth level.1:4:8 (1 cement : 4 coarse sand :8gradedstoneaggregate40mmnominalsize). 168 RandomRubblestonemasonry forwith hard stone in foundation and plinth in Cement Sand mortarabove30CMthickwallin:Cement Mortar 1:6 ( 1-Cement : 6-Sand). 169 Pointingonstonemasonryincementsandmortar1:3(1cement:3sand):Raisedand cut pointing. 170 Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcomplete as per specification : 171 Providingandfixingsteelgate,grating,and grills made of angles, tees, square bars, flats,orblackpipewithholdfastandfittings complete as per design and drawing including cuttingweldingandfabricationwithprimingcoat of red oxide 172 Providing and fixing cow catcher made of R.S. joist angles channelsMS roundsincluding cuttingweldingandfabricationwithpriming coat of red oxide (as per design). 173 Steel work in built up tubular trusses including cutting,hoisting(heightupto10m)fixingin position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. Hot finished seamless type tubes. 174 PART E WATER HARVASTING STRUCTURE 175 Constructionof tubewellupto100mdepthand above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with code of practice for construction and testing of tubewells(IS:2800(Part-II):1991andIS:2800 (Part-II) :1979 both amended up to date) with supplyofbailplugifnecessary.Theworkwillnot include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work wouldbedeemed completedonlyafterobtaining sound free water during pumping. 200 mm nominalbore 176 Supply ofstrainerpipes madeofERWM.S. black pipe ISI mark of following sizes at the site of work includingrequiredsizeofslottingasperIS:8110-1985.200mm-do-. 177 Earthworkinexcavationbymechanicalmeans (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or10sqmonplan)includingdressingofsidesand ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils 178 Supply&lyingRiver-gravelsoffollowingsizesin rechargeshaft,filterpitafterscreening&washing from kachha shift without deduction of voids 179 Size 9 to 12 mm 180 Size 3 to 5 mm 181 Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. 182 BrickmasonrywithF.P.S.bricksofclass designation 75 infoundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand) 183 Plasteronnewsurfaceonwallsincementsand mortar1:6includingrackingofjointetc.completefine finish : 20mm thick. 184 Cement concrete flooring 1:2:4 (1 cement : 2 coarsesand:4gradedstoneaggregate)finished with a floating coat of neat cement including cement slurry,makingoflinesorgrooveetccompletebut excluding the cost of nosing of steps etc. complete. 40mmthickwith20mmthicknominalsizeaggregate. 185 Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor fivelevelfor:Suspendedfloors,roofs,landings, staircases,balconies,girders,cantilevers,bands, coping bed plates,anchorblocks,sills,chhajjas, lintel,beam, plinth beam etc. 186 Providingandlayinginpositionspecifiedgradeof cement concrete for RCC structuralelements upto floorfivelevelincludingcuring,compaction, finishing with rendering in cement sandmortar 1:3 (1cement:3coarsesand)andmakinggoodthe jointsandcostofplastizers(ifrequired)excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas,lintels,bands,plainwindowssills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 187 ProvidingandfabricatingreinforcementforR.C.C. workincludingstraightening,cutting,bending, placinginpositionandbinding(includingcostof binding wire) all complete up to floor five level. (Original producers who manufacture billet directly fromironoresandrollthebiletstoproducesteel conforming to IS:1786) Hot rolled deformed bars (IS: 1139). 188 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 160 mm dia 189 Supplying&FixingR.C.C.Manholescoverswith frameofapprovedmake(Lightduty).Size600X 450mm 190 PART F ROAD WORK 191 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5with lead500mtr to 1000 mtr 192 Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).Grading as per MoRTH specification : Table 400-1,400-2 with CBR value not less than 20 To achieve 100% Proctor density 193 Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-6 &400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Crushable screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured) Grading no.2 (63-45mm) crusher broken 194 Providing, laying, spreadingand compactingstone aggregate of specific size as per table400-6 &400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screeningto fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthenbund toprotect edegs,lighting, guarding,barricading and maintenance of diversion etc. [MoRTH specification:Clause 404] (bymanualmeans) with all leads (compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken 195 Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 7.5 kg /10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures including cleaning of road surface as per MoRTH specification CIause- 502,112 196 Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.75kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112 197 Providing andlayingopengraded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping compound, wherever required),transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller 8 - 10 tonne but excluding cost of tack and seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all leadIn Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader.with bitumen grade 60/70 198 Providing and applying premixed seal coat type B comprising of thin application of fine aggregate (0.06 Cum. per 10 Sqm) premix with 6.8 Kg. per 10 sqm bitumen binder (including cost of antistripping compound, wherever required)inmini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 513] with all lead with bitumen grade 60/70
