Bill Of Quantities

Page 1

NB:ALLWORKSSHALLBECARRIEDOUTASPER ARCHITECT'SSPECIFICATIONS ALLWORKSSHALLBECARRIEDOUTASPERAPPROVEDDRAWINGSONLY

1
Community
Sr.No. DescriptionofItem Amount(Rs.) Contingencies@10% 2,785,722.00 GrandTotal 30,642,942.04 1 SitePreparationandCleaning 25,000.00 2 CivilWork 27,633,08020 3 CarpentryandBuiltinFurniture 4 MiscellaneousItems 3,780.00 5 Electrical 6,00000 6 Plumbing 182,952.00 7 LandscapingandGardening 6,407.84 TOTAL 27,857,22004
SUMMARY OF ESTIMATES Hrishikesh -Chhaparwal
School

BILL OF QUANTITIES

ForallItemsinallSections:Rateshallincludetransportation,loading/unloading,providing/supplying/laying/fixing/installing/ fabricating/testing/commissioning etconsite RateshallalsoincludealltaxessuchasVATexcise salestax octroi etc

SECTION-I: SitePreparation&Cleaning

Cleaningandclearingthesiteofallrocks boulders brick-bats stone bushes shrubs,etccomplete,asdirectedbythearchitectforstartofconstructionactivity

TOTALOFSECTION-I

SECTION-II: CIVILWORK

Note:

1)TheitemsgivenbelowshallbeasperSectionA Earthwork MetalPacking& SubsurfaceDrainage"ofthespecifications

2)Rateforexcavationshallincludedewateringduringtheexcavationincluding shoring struttingetcandkeepingitdryduringexcavationandconstruction

3)AllearthworkshallbecarriedoutasperConservationArchitect'sinstructions andsafetynormsasperrelevantIScode Therateshallincludeallscaffolding andmeasuresforcordoningoffareasduringdismantling providingsignboards etc

4)Alldebrisandscrapmaterialsfromearthworkshallbecontractorspropertyother thanthatwhichisreusedforback-fillingetc andthisdebrisandscrapmaterials shallberemovedawayfromsiteimmediatelyonhisown Thecontractortogive rebateinratesagainstmaterialsandscrap/debrisfromsuchdismantledwork whichshallbecontractor'sproperty

5)Forallearthworkitems thecontractorshouldcarefullystackallexcavated materialatsiteaspertheinstructionsoftheArchitect Alldebrisassociatedwith theearthworkshouldhoweverbedisposedoffbytheContractor

6)Themeasurementofexcavationshallbetakenincum asperrectangular trenchofbottomwidthofconcretemultipliedbyverticaldepthoffoundationfrom groundeventhoughcontractormighthaveexcavatedwithslopingside/fulllength trenchforhisconviency

Surfaceexcavationandexcavationforretainingwalls,basement,watertanks, effluenttreatmenttanks etc includingbackfillingofapprovedexcavatedmaterials infoundations &behindretainingwallsaftercompletionofwaterproofingetc wateringandconsolidating,cartingawaysurplusearth, includingpreparingthe surface (Note:Allbackfilling&spreadingofearthshallbecarriedoutinlayersnot exceeding200mmandcompactedto90%ordinaryproctordrydensity)

Fillinginplinthandinotherplaceswithapprovedmurumbroughtfromoutside, includingwateringconsolidatinginlayersnotexceeding200mmby8-10tonnes roadrollerorotherapprovedmechanicalequipmentetc completeasdirected

Anti-termitePreconstructionTreatment:(AsperIS:6313Part-III)(Note: Anti-termitetreatmentshallbecarriedoutthroughspecialisedagencyreputedin PestControltreatmentandapprovedbytheArchitect Thecontractortogive10 yearsguaranteeonasuitablebond)

Providingpost-constructionalanti-termitetreatmentbydrillinginholesatthe junctionsofwallsandflooringandinjectingchemicalemulsion,wallsprayanddoor framestobedrilledandsprayedcompleteusingapprovedchemicalsattherateof 5litersofemulsionconcentrateofonepercentconcentrationofCHLORPYRIFOC 20%EC,ISIapprovedconforming(IS8944),Includingtreatmentofwoodfor termites borers wetrotsanddryrots Coveredfloorareashallbemeasuredfor payment (GroundFloor)

Providingpost-constructionalanti-termitetreatmentbydrillinginholesatthe junctionsofwallsandflooringandinjectingchemicalemulsion wallsprayanddoor framestobedrilledandsprayedcompleteusingapprovedchemicalsattherateof 5litersofemulsionconcentrateofonepercentconcentrationofCHLORPYRIFOC 20%EC ISIapprovedconforming(IS8944) Includingtreatmentofwoodfor termites,borers,wetrotsanddryrots Coveredfloorareashallbemeasuredfor payment (FirstFloor)

Providing,chasing,inserting/layingDampproofcourse50mmthickM-20cement concretelayerandbitumenusingcementwithapprovedwaterproofingcompound attherateof1Kgper50kgofcementetc complete

Cum

Cum

Sqm

Sqm

Note:

1)TheitemsgivenbelowshallbeasperSectionB"Concrete-Plain&Reinforced" ofthespecifications

2)ForsmallconcreteonapprovalofConservationArchitect,weighbatched concreteasperdesignmix,inmanuallyormechanicaltypeoperatedweigh batcherdialtypeormechanicaltypeofminimumcapacity650Kgsshallbeused Weighbatchershallbecalibratedregularly

3)Forallmajorconcretepours Contractorshallusereadymixedconcrete(RMC) ofUnitechPrefabLtd orM/s Larsen&ToubroLtd approvedAgencies Only53 gradecementshallbeusedinRMC Aggregatepropertiesandgradingdesign mix quantityofsuperplasticiser settingtime amountofslumpatthepouringsite shallbegotapprovedbeforeitsuseineachmajorconcreting

4)Concretemixproportionwillbebasedon50kg weightofcementbags deliveredatthemixer

5)TheContractorisentirelyresponsibleforthedesignofconcretemixes The designishowever,tobeapprovedbytheArchitect

6)ConcreteM-20/20meansconcretemixM-20gradeusingmaximumsizeof coarseaggregates20mm

2
Sr No Description Qty Unit Rate (Rs) Amount (Rs)
Sqm
Sqm
A EARTHWORKANDMETALPACKING a1 a2 a3 a4 a5 a6 TOTALOFSUBSECTION-A B CONCRETE-PLAIN&REINFORCED LUMPSUM 25000 522949 487239 38004603 71724 1398618 30076 586482 43186 842127 70170 2554188 149563414 583423594 286 780 195 195 195 364
a1

BILL OF QUANTITIES

7)Shuttering,formwork,centeringshallnotbepaidseparatelyandshallconform toSection-C

8)Curingcompoundmaybepermittedonlyforinaccessiblelocations

9)OnlyRiverSandshouldbeused Washingofsandinrotaryscrewtypewashing machinesisamust

10)RatesshallbeinclusiveofcostofSuperplasticiserofapprovedqualityandof approveddosage

11)Ratesshallbeinclusiveofprovidingpockets holes inserts pipes etc

12)Mechanicalvibrators,internaland/orexternaltobeused

13)AlldefectiveconcreteifapprovedbyArchitect,shallberepairedbythe contractorathisowncost,usingapprovedepoxymortarorPolymermodified mortarasperManufacturer'sspecifications

14)Therateshallincludethecostofapplying2coatsofpolymerbondingagenton allsurfaceofoldornewconcreteatconstructionjointpriortoconcretingagainst thesame

15)Useoffinesandwithpropergradingisamust

16)Screeningofmetal-IandIIforremovingexcessiveflakyunderandoversize material,stonedustetc isamust

17)Onlyapprovedmouldreleasingagentshouldbeused

18)Cleaningofshutteringplatesbymechanicalbuffingaftereveryuseisamust

19)Allconcretesurfacesshallbeformfinished

20)Whereplasteringisspecified concretesurfacesarerequiredtobehacked immediatelyaftertheremovalofformworkasdirectedbytheArchitectwherever required Additionalrateshallnotbepaidtocontractorforhacking

21)Contractorshouldmakearrangementfortablevibratorforcastingthecover blocksofrequiredsizeandgrade

22)Rateshallbeinclusiveofprovidingcoverblocks Coverblocksshallbemade ofthesamegradeofconcreteofstructuralmemberinwhichtheblocksaretobe used

23)Alljointsinshutteringshallbesealedbyuseof5mmthickcompressible materialgasketsandfixingagent

24)Constructionjointshallbeminimuminnumbersandtheirlocationshallbe approvedbytheConsultant Constructionjointsshallbetreatedproperlywith bondingcoatofapprovedmaterialtobeappliedattheoldconcretebefore commencingthefreshconcretingoperations

25)Informfinishsurfacesthepatternstobeprovidedfortheformworkshallbeas perarchitectssuggestions

26)Allsack-rubbedsurfaceshallbesackrubbedwithwhitecementofsuggested proportionasperArchitectsapproval

27)Allconcealeditemslikeconduits,junctionboxes,fixturesetc shallbelocated asperdetailsandlocationstobeapprovedbeforecasting

Note:1)TheitemsgivenbelowshallbeasperSectionC:'Formwork'ofthe specifications

2)ContractorshouldsubmitfortheConsultant'sapprovaldesignanddrawingfor allformworkshowingsizesofmemberincludingpropsanditsfoundation consideringRMCbypumping

3)Amockupofformworkforcolumns,typicalcolumn-beamjunction,beams shouldbemadeandonlyafterobtainingapprovalofthemockup,thecontractor willbeallowedtoproceedwiththework

4)Allsurfacesofconcreteelementsshallnotbetreatedinanywayunless otherwiseinstructed

5)Allconcretesurfacesshallhavesmoothandevenfinishoriginallybythemselves withoutanyfinishingorrendering IncasetheArchitectisnotsatisfiedwiththe finishobtained remedialmeasuresforimprovingthemshallbecarriedoutbythe Contractorathiscost

6)Ratesquotedshallbeinclusiveofallformworkatalllevels

7)Rateshallincludeuseof5mmthickcompressiblegasketmaterials,fixingagent, adhesivetapeandmechanicalbuffingofshutteringplates

8)Onlyapprovedmouldreleaseagentshouldbeused

9)Manual/mechanicalcleaningofshutterplatesaftereveryuseisamust

10)Therateshallincludehackingofconcretesurfacerequiredtobeplastered immediatelyafterremovalofformwork

11)Onlynewsteelandplywoodshutteringshallbepermittedforitsfirstuseatsite, anditsnumberofuseswillbesolelywithdiscretionofArchitect

12)Providingcutouts holes slits depressionetc forelectricalfixturesshallnotbe paidseparately

13)Sizeofthepanelsusedforexposedconcretefinishareasshallbeapprovedby theArchitect

14)Thesupportingsystemforplatformdoorshallbehavingselfalignmentdevices toensureperfectlineandlevel,andverticalityoftheshuttering,stagingtoachieve requireddegreeofperfection

15)Forquickerectionofshutteringandstagingthesystemshouldhavesuitable arrangementformovingentiresetintransverseaswellasinlongitudinaldirections andrails/wheelsonanysuitablearrangementwhichwillbeapprovedbythe consultant

ProvidingandlayingConcreteM20/40usingRMCforall includingsideformsifrequired Therate shallbeinclusiveofalltaxes,towardsplants&machinery,labour,allleads&lifts, allfloorsallchargesrequiredincludingtransportation,centering,formwork, compacting rougheningthesurfaceifspecialfinishistobeprovidedandcuring etccomplete

ProvidingandlayingconcreteM25/20usingRCCforfloorslabongradeincluding finishingthesurfacesmoothetccomplete Therateshallbeinclusiveofalltaxes towardsplant&machinery,labour,allleads&lifts,allfloorsallchargesrequired includingtransportation,shuttering,centering,formworkasperconditionbelow, etc complete

3
Sr No Description Qty Unit Rate (Rs) Amount (Rs)
Cum
Cum NotesforFormwork: b1* PCCworksbelowraft slab,plinthbeams,foundations,etc b2* 17079 13321971 29871 380558451 7800 12740

BILL OF QUANTITIES

Providing&layingM30/20,usingRMCforRCCincludingpumpingforfoundation, pilecaps raftslab column walls shearwalls boxcolumn retainingwalls plinth beams,floorbeams,invertedbeams,slabs,staircase,droppardis,chajja, parapets,pergolas,trenchslabandbeamsinstructuralfloors,loftslabsatall levels lintelbeams/verticalstiffenersetcincludingRCCundergroundwatertanks septictanks,effluenttreatmenttanks,overheadwatertanksetccomplete Therate shallbeinclusiveofalltaxes,towardsplants&machinery,labour,allleads&lifts, allfloorsallchargesrequiredincludingtransportation shuttering centering formworkasperconditionsbelowetc complete

Providing&fixingapprovedmakePVCrigidconduitpipesinslabs beams walls andfloorsetc asrequiredanddirectedincoordinationwithElectricalContractor withcouplings,bendsetc includingtyingthepipeswithsteelreinforcementsofthe structure,makinggoodmasonryandplasterandproviding&pulling16SWGGI wireforelectricwirepullingfacilityetc complete

i)20mmdia

ii)25mm dia

Providing&fixingapprovedmakePVCrigidjunctionboxesinconcreteormasonry asrequiredanddirected includingmakingnecessarychasesinwalls concrete etc complete

i)150mmdia roundor150mmx150mmsquare&75mmdeep

ii)100mmdia roundor100mmx100mmsquare&75mmdeep

iii)50mmdia roundor50mmx50mmsquare&50mmdeep

Providing&layingConcreteM20/40 usingRMC inalternatebaysfor includingcompacting,vibrating,curing,finishingtocorrect line&levelwiththeuseofwoodenbottomandsurfacefinallyfinishedwithbrooms asdirectedbyArchitect Jointsofandasprovidedinalternatebaysshallbefilled withbitumenetc allcompletetothesatisfactiontotheArchitect SqMt

ProvidingandconstructingRCCundergroundwatertankincludingexcavationinall typesofsoil,refillinginsidesoftank,trimming,dressing,leveling,stackingand disposalofsurplussoilandincluding: Litres

i)Rubblesoling230thk

ii)PCC M20/30belowraft

iii)M-25/20RCCworkinraftslabs,sumpbase,beams,RCCwalls,columns,top slabsetc includingunwrotshutteringtoRCwallsatalllevels

iv)TMTreinforcement

v)Waterproofcementplastertoinsideofwatertanks

vi)BoxtypewaterproofingtreatmentforraftandwallsofUGtank

vii)Patentedcementbasedwaterproofingtreatmenttotopofslabs

viii)50mm thk IPStoraftslab

ix)Providingandfixingcastironmanholecovers2nos 600mmdia withlocking arrangements

x)PVCwaterstop150mmdia;embeddedintakeandoutletpipesetc

UGtankcapacity

Providing,erecting,fixingandcommissioningSintexorapprovedequivalent doublelayeredtanksonoverheadelevatedpedestalasdirectedincluding scaffoldingallalliedplumbing valves stopcocks MCGMcertifiedwatertankcap includingcleaningetc completeasperthesatisfactionoftheArchitect Litres

Notes:

1)TheitemsgivenbelowshallbeasperSectionC:'Formwork'ofthe specifications

2)ContractorshouldsubmitfortheConsultantsapprovaldesignanddrawingfor allformworkshowingsizesofmemberincludingpropsanditsfoundation consideringRMCbypumping

3)Amockupofformworkforcolumns typicalcolumn-beamjunction beams shouldbemadeandonlyafterobtainingapprovalofthemockup,thecontractor willbeallowedtoproceedwiththework

4)Allsurfacesofconcreteelementsshallnotbetreatedinanywayunless otherwiseinstructed

5)Allconcretesurfacesshallhavesmoothandevenfinishoriginallybythemselves withoutanyfinishingorrendering IncasetheArchitectisnotsatisfiedwiththe finishobtained remedialmeasuresforimprovingthemshallbecarriedoutbythe Contractorat hiscost

6)Rateshallincludeuseof5mmthickcompressiblegasketmaterials,fixingagent, adhesivetapeandmechanicalbuffingofshutteringplates

7)Onlyapprovedmouldreleaseagentshouldbeused

8)Manual/mechanicalcleaningofshutterplatesaftereveryuseisamust

9)Therateshallincludehackingofconcretesurfacerequiredtobeplastered immediatelyafterremovalofformwork

10)Onlynewsteelandplywoodshutteringshallbepermittedforitsfirstuseatsite, anditsnumberofuseswillbesolelywithdiscretionofArchitect

11)Providingcutouts,holes,slits,depressionetc forelectricalfixturesshallnotbe paidseparately

12)Sizeofthepanelsusedforexposedconcretefinishareasshallbeapprovedby theArchitect/consultants

13)Thesupportingsystemforplatformdoorshallbehavingselfalignmentdevices toensureperfectlineandlevel,andverticalityoftheshuttering,stagingtoachieve requireddegreeofperfection

14)Forquickerectionofshutteringandstagingthesystemshouldhavesuitable arrangementformovingentiresetintransverseaswellasinlongitudinaldirections andrails/wheelsonanysuitablearrangementwhichwillbeapprovedbythe consultant

4
Sr No Description Qty Unit Rate (Rs) Amount (Rs) b3 b6* b7* b8 plinth protectionandpaving b9* b10 TOTALOFSUBSECTION-B C FORMWORK D REINFORCEMENT
Cum
SQM 72143 2968 231504 1665000 108225 850 5525 130000 609605815 115736240 8450 0 0 7800 65 65 100000 1300000 ThisitemisworkedoutbytheElectricalConsultant Forthepurposeofthiscourseanapproximateamountisbudgeted ThisitemisworkedoutbytheElectricalConsultant Forthepurposeofthiscourseanapproximateamountisbudgeted ThisitemisworkedoutbytheStructuralConsultant Forthepurposeofthiscourseanapproximateamountisbudgeted

BILL OF QUANTITIES

Notes:

1)TheitemsgivenbelowshallbeasperSectionD:Reinforcementofthe specifications

2)CoverblocksshallbeofgoodqualityconcreteM30/10andshallbevibratedon atablevibratortoreducethepermeability

3)Whereverweldingofreinforcementisspecified thesameshallbecarriedout conformingtoIS:9417orIS:2751 Weldingshallbecarriedoutbyapproved qualifiedweldersonly Onepercenttestingofweldsshallbecarriedforalltypesof welds

4)Overweightofthesteelshallnotbeconsideredforcalculatingconsumptionand paymentpurpose,IS constantforweightofdifferentdia ofbarsshallbe consideredforpaymentaswellasconsumptionpurpose

5)Columnreinforcementbarsarerequiredtobelappedinthemiddleportionof columnsasperIS13920 Properarrangementshallbemadetosupport reinforcementprojectingabovefloorlevel Similarlylapswithinadistanceof2D (depthofbeam)or1/4spanfromthefaceofthecolumnarenotallowed The overhangingbarsshouldbeproperlysupported Thecostoftheseworksis deemedtohavebeenincludedintherate

ProvidingandfixinginpositionmildsteelreinforcementofTATA/Vizag/SailSteel ofvariousdiametersforRCC piles,pilecaps,footings,foundations,slabs,beams, columns canopies staircases dowels chajjas lintels pardis copings fins arches etc asperthedetaileddesigns,drawingsandschedulesincludingcutting, welding,bending,hookingthebars,bindingwithGIwiresandconcretecover blocksetc complete Noseparatepaymentforchairs laps wastageandbinding wirewillbemade

Sameasitemd1abovebutforProvidingandfixinginpositionhighyieldstrengths deformedbarreinforcementofTATA/Vizag/SailSteelwithyieldstressnotless thanFe415ofvariousdiametersforRCC piles,pilecaps,footings,foundations, slabs,beams,columns,canopies,staircases,dowels,chajjas,lintels,pardis, copings fins archesetc asperdetaileddesignanddrawingscheduleincluding cutting,bending,hookingthebarsbindingwith18SWGGIwiresincludingwelding andsupportingasrequiredandprovidingconcretecoverblocksatalllevels includingallleadsandliftsetc complete Noseparatepaymentforchairs laps wastageandbindingwirewillbemade

Sameasitemd2above butforTMTSteelReinforcementofTATA/Vizag/Sail Steel

StainlessSteel304screws nails bolts fasteners etc forallrepairworks

Providing,fabricating&fixinginpositionRSandCRsteelsections asperdesignwithMSquadranttracksandguidewheelsandallotherfixing accessoriesasspecified&directed weighing40kgpersqm andpaintedwithtwo coatsofEpoxypaintandtwocoatsofEnamelpaintandcompletewithpivot aldropsetc

Kg

Providingfabricating erectingandfixingSquaresolidSections foranysizeand shaperailings,withorwithoutperforatedsheets,asperdetaileddrawingsand designincludingnecessaryanchoring includingcleaning sandblasting threeor morecoatsofepoxypaintetc completetothesatisfactionofArchitect etc complete Kg

Note:

Measurementshallbetakenforcompletelaidroofinsquaremeter Overlapswill notbepaidextra Therateshallincludeallthematerial labourbolts nut washers andtoolsandplantsetc complete

RCC slabof150mmthicknessasroof Thecostshallbeinclusiveofalltaxes Allnecessaryscaffolding craneandaccessoryworktobeusedincarryingoutthe worksistobeincludedinthecost Thecontractorshallhavetotakeduecareof thesurroundingbuildingandseetoitthatthefacadeskinanditselementsarenot damagedintheprocessofcarryingoutthiswork

Note:

1)TheitemsgivenbelowshallbeasperMasonryWorkofthespecifications

2)Rateshouldbeinclusiveofscaffolding,curingandalsodewatering&keeping surfacedryduringconstruction

3)CementformanufacturingconcreteblockstobeprovidedbyContractor

4)Onlyselfsupportingscaffoldingwillbeallowed noholesinmasonrywouldbe permitted

5)Contractorwillberesponsibleformakinggoodallthesurfacesofbrick/block masonrywallinitsoriginalformwhereverinchasingthewallisdoneforproviding servicelineslikeelectrical,telecommunicationandwatersupplyandplumbingetc

6)Factoryincludingblockmakingmachineformanufacturingofconcreteblocks shallbeapprovedby Architect-in-charge

7)Thecementforblockmasonryshallconfirmtotherequirementofminimum cementrequirementforPCC ofconcretespecifications

8)Requiredquantityofconcreteblocksaretobemanufacturedwithgroovesto accommodatetheconduitpipes/waterpipesetc Thegroovesshouldbestaggered onbothsides

5
Sr No Description Qty Unit Rate (Rs) Amount (Rs)
CU M
d1* d2* d3 d4* TOTALOFSUBSECTION-D E STRUCTURALSTEELWORKSANDOTHERFABRICATIONITEMS e8* compound gate e9* TOTALOFSUBSECTION-E F ROOFING f9* TOTALOFSUBSECTION-F G MASONRYWORK 1300000 15700 13345 380000 1140000 1153345 8734 3056984 3056984 0 8500 30000 350000 ThisitemisworkedoutbytheStructuralConsultant Forthepurposeofthiscourseanapproximateamountisbudgeted

BILL OF QUANTITIES

9)Therateforconcreteblockmasonrywallsshallbeinclusiveofproducinghalf blocksandoddsizedblockstosuittheconstruction

10)Mortarsforallmasonryworkshallbemixedinanapprovedmortarmixeror concretemixer

11)Handmixingofmortarwillnotbeallowed

12)Onlyriversandand43gradecementshallbeused

13)Washingofsandinrotaryscrewtypewashingmachinesisamust

14)Bricksusedshallbeoffirstclassandshallbeofregularinshapeandtheir edgesshouldbesharpandshallbefreefromcrack Brickshallbefullysoakedin cleanwaterbysubmerginginatankforaperiodof12hoursimmediatelybefore use

15)Contractorwillberesponsibleformakinggoodallthesurfacesofbrick/block masonrywallinitsoriginalformwhereverinchasingthewallisdoneforproviding servicelineslikeelectrical,telecommunicationandwatersupplyandplumbingetc

Providingandlaying230mmthickbrick(firstclass)masonrywallin1:6C:M above plinthoratalllevelsincludingforoddshapedwalls,brickfins,columns,etc includingstrikingjoints,rakingoutjoints,scaffolding,curingetc complete (Min cementcontent15Bag/cum)

Providingandlaying115mmthickbrick(firstclass)internalmasonrywallin1:6 C:M,aboveplinthoratalllevelsincludingforoddshapedwalls,brickfins, columns,etc includingstrikingjoints,rakingoutjoints,scaffolding,curingetc complete (Min cementcontent15Bag/cum)

Providingandfixing overterraceparapethavingdimensions230mm wideand300mminheightoveramortarbeddingofCM1:6/Limemortar1:3

ProvidingandfixingRCCLintelsandSillhavingdimensions230mmwideand100 mm thicknessoveramortarbeddingofCM1:6/Limemortar1:3ofvarying

lengths:

Notes:

1)Theitemsgivenbelowshallbeasper'Plasteringofthespecifications

2)Scaffoldingforplasteringshallbeofselfsupportingtype Holeswillnotbe allowed tobemadeinthemasonryorRCCworkforanchoringthescaffolding

3)OnlyRiverSandshouldbeused Howeverwashingofsandinrotaryscrewtype washingmachinesisamust

4)Mortarforplasteringworkshallbemachinemixedinamortarmixerorconcrete mixer Handmixingofmortarwillnotbeallowed

5)Therateforplasteringshallalsoincludeprovidingandmixing/applyingan approvedbondingagentasperdirectionofArchitect-in-charge,andalsoapplying approvedhack-aidonsurfacereceivingplaster

6)Only43gradecementshallbeused

7)Rateshouldbeinclusiveofscaffoldingandcuringshallbestartedassoonas theplasterhashardenedsufficientlynottobedamagedwhenwatered Theplaster shallbekeptwetforatleast10days

SQMT

SQMT

RUNNINGMT

RUNNINGMT

Providing12mmthickInternalcementplasterintwocoatsincementmortar1:4 with/withoutneeru,finished smoothforallRCC/brickblockmasonrywork includingcuring,andscaffoldingetccomplete SQMT

Providingsandfaceplasterexternallyintwocoatsusingapprovedscreenedsand inallpositionincludingprovidingbasecoatof18mmthickincementmortar1:4 mixingapprovedwaterproofcompoundattherateof1kg/50kgofcementand curingthesamefornotlessthantwoweeksandkeepingthesurfaceofbasecoat roughtoreceivethesandfacedtreatment8mmthickincementmortar1:4and finishingthesurfacebytakingoutgrainsandcuringfor14daysincludingpreparing surface,wateringandscaffoldingetc complete

Providing&applyingacontinuouscementplasterdripmouldofsize50mmwide and15mmthickunderRCCpardi,chajjaandaroundwindowopeningsatalllevels includingnecessaryscaffolding stagingetc andcuringcomplete

Notes:

1)Theitemsgivenbelowshallbeasper'Paintingofthespecifications

2)ScaffoldingforPaintingshallbeofselfsupportingtype Holeswillnotbe allowed,tobemadeinthemasonryorRCCworkforanchoringthescaffolding

3)ThebrandsofthePaintshallbespecifiedandreadymadepaintofrequired shadeshouldbeused

4)Thesurfaceshallbemadeperfectlysmoothbyrubbingwithsandpaperof differentgrades

5)Allholesandopenjointsshouldbefilledwithstrongputtyorwithamixtureof glueandplasterofparisandsmoothenedbyrubbingwithsandpaper

6)Insteelwork,allscales,dirt,suppliersdeliverymark,oil,greaseetcshallbe removedwithsandpaperbeforepainting Specialcareshallbetakenforcleaning thecorners

7)Eachcoatsshallbeallowedtodryupperfectlybeforethesucceedingcoatis laidoverit

8)Rateshouldbeinclusiveofscaffolding curingandalsodewatering&keeping surfacedryduringconstruction

Providingandapplying3coatsoveracoatofprimer,ofoilbounddistemperof approvedshadeandofapprovedmakeoverconcrete/plasteredsurfaces includingpreparingofthesurfaces,scaffoldingetc completeinallrespects

6
Sr No Description Qty Unit Rate (Rs) Amount (Rs)
SQMT
RMT
SQMT g5 g6* g7* PCCcoping g9* TOTALOFSUBSECTION-G H PLASTERING,POINTING h1* h2 h5* TOTALOFSUBSECTION-H J PAINTING j1* 62226 11325132 1380 12558 30641 1440127 8200 14760 13038439 208138 8117382 130490 1017822 41762 83524 19130842 208138 3538346 182000 91000 47000 18000 39000 78000 20000 17000

BILL OF QUANTITIES

Paintingofwoodensurfaces

Thoroughscrappingofexistingemulsions/synthetic/oilpaintfromtheteakwood membersasmentionedunder inclusiveofframesuntilandunlessdirected Sand paperingtoremoveanyscalesofthatpaint thoroughlycleaning fillingofcracks withlambifillerandapplying1coatofapprovedpinkwoodprimer(AsianorBurger make)andapplying1to2coatsofapprovedputtyofAsianorequivalentoras directedandapplying3coatsofSyntheticenamelpaint(Asian Dulux ICIor Bergeraspermanufacturersspecificationandasdirectedtillnecessaryfinishhas beenachieved Useofmaskingtapescompulsorilyandmeasuredandpaidfor1 sqft flatsurfacearea Noextrasforcarvings mouldsetc shallbeconsidered

TOTALOFSUBSECTION-J

FLOORING&PAVING&SKIRTING

Notes:

1)TheitemsgivenbelowshallbeasperFlooringofthespecifications

2)Atleast6samplesforallfinishingitemsofwork fromdifferentapproved sourcesshallbesubmittedbeforestartingtheworkforapproval Architectin chargedecisionregardingtheshade,qualityandthesourceisfinal Alllike materialsofflooring cladding etctobefromsamebatchasperapprovedsample

3)Rateshallbeinclusiveofallexposedstone/tileedgestobechamfered,hand polishedandmouldedasdirected

4)Ratesforverticalcladdinginstoneofthicknessfrom6mmto25mmshallinclude exposedrightangularcornerjointsfinishedandedgespolishedandmouldedas perArchitect'sinstruction,withcutting6mmgroovesandalsoedgepreparationto suitcornerangles

5)Skirting/dado/cladding,becauseofvaryingheightwillbemeasuredandpaidon squaremetrebasisinsteadofonrunningmetrebasis

6)Therateforflooring/claddingshouldbeinclusiveofbedding/backcoatas specified Thethicknessofmortarbeddingorbackcoatspecifiedisminimum Thisthicknesswillvaryaccordingtothethicknessofflooringorcladdingmaterial soastosuitthespecifiedlevelorline TheContractorshallberesponsiblefor properbondingbetweenbackingcoat&masonryworkorRCCworkandhisrate shallbeinclusiveofprovidingandapplyingapprovedbondingagent

7)Forallverticalcladding,anapprovedchemicaladhesivefortilesasper manufacturersinstructionsshallbeusedandtheratesquotedshallbeinclusiveof thecostofthisadhesive,forathickness3mmto4mm

8)Unlessotherwisespecified,allsizestobeinmetricsystem

9)Scaffoldingforexternalcladdingshallbeofselfsupportingtype Holeswillnot beallowedtobemadeinthemasonryorRCCworkforanchoringthescaffolding

10)Therateforverticalcladdingshouldalsoincludetheworkonisolatedcolumns, chamfers etc

11)Noseparatepaymentwillbemadeforprovidingandfixing oddsizedtilesof anyshapeandsizetosuitconsultantrequirement

12)White/ColouredcementwithmatchingpigmentsorJohnsonBALgroutwith appropriatecolourshallbeprovidedbyContractorathiscost

13)TheContractorshallprovidesuitablesupportsforsupportingthecladdingtiles andremoveitonlyafterthetileshavefirmlyadheredtoitslocation

14)Edgesofcladdingtilesfixedonthecornersofthecolumnsandwallsshouldbe polishedasperdirectiveofArchitect,orasindicatedinthedrawings

15)Themaximumthicknessofthepastepreparedbyusingtileadhesiveand appliedonthewallandcolumnsurfacesshouldnotbemorethan3mm Contractorshallhavenoextraclaimsonaccountofincreaseinthethicknessofthe pastebeyondmaximumthicknessasspecifiedaboveduetofaultyworkmanshipor anyotherreason

16)Mortarrequiredforbedding/backcoatshallbemixedmechanicallyinmortar mill Onlyriversandshallbeusedinthemortar

17)Allfixtures electricalpoints lightsetctobealightedwithtiling groovesand pattern,flushwiththewallfaceasperdetailsanddrawings Amockupforthe sameshallbegotapprovedfromArchitect

18)Thecontractorsarerequiredtostudydrawingscarefullytounderstandfixing detailsofflooring,skirting,claddingetc,tokeeprequiredgroovesbetweendifferent finishesatdoorandwindowlocationsflooringandskirtingjunction,wallandceiling junctionetctomatchflushlinei e verticalplaneofwallandskirtingetc

19)Rateshallbeinclusiveofcostofscaffolding grouting curing finalpolishingby non-slipwaxpolishandcleaningofsurfacesandalsodewatering&keeping surfacedryduringconstruction

20)Asample/mockupofflooring cladding etctobegotapprovedfrom Architect

21)Alladditionalgroovestobeprovidedinvertical,horizontalanddirectionas shownindetaileddrawingsorasdirected

22)Tomakewallcladdingsurfaceandskirtingsurfaceflush,wallatskirtinglevel shallberequiredtorecessinsideasperfixingdetails Thenecessaryrecessesin RCCwalletcshallbetakenatthetimeofconstructionitself

23)Only43gradecementshallbeused

Providingandlaying25mmthickIndianPatentedStoneflooringincementmortar, includingprovidingjointsandgroovesasdirected,inpatchesorinlargerareas withpropercuringetc complete (RoofTiling)

Providingandlaying25-32mmthickhandcutandmirrormachinepolishedgreen kotahstoneflooringsquareorrectangularrangingfrom200mmx200mmupto 600mmx600mmfinishedsizeandofapprovedcolourandshadeinsmaller patchesforrepairorinlargerareasincluding20mmthick1:2limemortarbedding or1:6cementmortarbedding,tobecompactedproperlybysuitablemethodas approvedbytheArchitect,beforelayingKotahstoneinposition Jointsfinished withneatcementslurrywidthofjointshallbebetween10mmto150mmlayingas perdesign,including3coatsofmachinepolishingafterlaying,curing,cleaning completeasdirected

Sameasitemk2abovebutforrisersandtreadswithmouldingfornosing,antiskid groovesetc complete

ProvidingandfixingMattetiles{Kajaria Johnson somanyorapprovedequivalent} 600x300mminsizeandminimum6mmthickfordadooftoiletsinrequired positionlaidonabedof1:4cementmortar plasterof15mmthicknessincluding neatcementbacking fillingjointswithwhitecementslurrycuringandcleaning complete (BasepriceoftileRs500/sqm)

SQMT

7
Sr No Description Qty Unit Rate (Rs) Amount (Rs) j5*
K
k1* k2 k3 k8*
SQMT
SQMT
SQMT
SQMT 1901 351685 35735145 50763 101526 3289 42757 8897 231322 53751 10481445 18500 20000 130000 26000 195000

BILL OF QUANTITIES

Providingandlayingfullbody10mmthickAntiSkidCeramictilesofRestile/ Pedder/Johnson/Nitcooranyapprovedmakecolourorofsize300x300mm inclusiveofbeddingofCM 1:4,forlocalisedrepairsorinlargequantities,for flooring/dado,andwithcementfloatandJohnsonbalgrout Skirtingof100mm heightwiththesametileastheflooring

Providingandfixing25to32mmthickpartitionsofbothsidesandedge polished/mouldedgranitestoneofapprovedqualityandcolourforpartitionsfor urinalsincludingcuttingholesofrequiredsizesforpipesetc complete

PaverBlocks

Providingandlayingprecastconcreteshotblasted blackcolouredsquarepaving blocksofsize150x150x60mmthkeach(M:35gradeconcrete)ofapproved pattern,colourandmake(BasantBetonorapprovedequivalent)ofcompressive strengthof450kg/sqcm homogeneouscross-section granitechips overa50mm thk(orasrequiredtoadjustlevelsonsite)layerofcleansandcushionincluding spreadingsand,layingtheblockstotherequiredslope,leveling,compactingwith vibratorycompactor fillingthejointswithdrysand cleaningthesurfaceetc With alllabourandtransportationtositeandasperthedirectionsoftheArchitect

TOTALOFSUBSECTION-K M DOORS,WINDOWSANDPARTITIONS

Notes:

1)CarpentryandJoinery,Timber,Steelcasement,AluminumDoorsWindows, skylightsopenable slidingwindows rollingshuttersandpolycarbonatesheet curtainwalls etc

2)Forallaluminumworks,thecontractorshallsubmitshopdrawingforeachitem ofworkindicatingthesectionofaluminum itsweightandjoinerydetailandtotal weightofwindow/door/partitionwallsetc Whereverpossiblerivetingshallbe resortedtoforconnection Alternativelyhotdippedgalvanizedpinheadedsheet metal/brass,screwscouldbeused Nomildsteelwithouthotdippedgalvanizing shallbeusedforanyfastenings etc

3)TheratesshallnotbepaidseparatelyforAluminumsectionsusedonweight basis

4) Therateshallbeinclusiveofproviding&fixingglasspanelsincludescostofall typesoffixturesandfasteningsmadeofanymaterials,neoprenerubbergaskets, screws,etc

5)Contractorshallsubmitsamplesofassemblysectionsfromdifferent manufacturersforapproval Architectdecisionshallbefinal

6)Alljointsbetweencivilworkandaluminumframesshallbesealedandmadeair tightbyapplyingSiliconesealantorequivalentasapprovedatContractor'scost

7)Ratesforrepairsaswellasprovidingandfixingofnewdoors,windows,sky light,rollingshutters,etc inthissectionshallbeinclusiveofalltheitemsof hardware/fittingsandnoextrashallbepaidtothecontractortowardsthecostof hardware/fittings

8)AllHardwareshouldbeaspersamplesapprovedbyArchitect Providingand fixingfollowinghardwareitemsinoxidizedbrass(unlessotherwisestated) including fixingwithappropriatescrewsandfastenersinbrass/stainlesssteel metalscrews(Nettlefoldorequivalent)whereverspecifiedetcofapprovedmake typeandthickness:

9)Providingandfixingthehardwarecompleteinallrespectswithnecessarypins plates,screwsetc(Allfittings&fixturesshallbeofHeavydutybrassoffirstquality)

10)Allhardwareandhingesshallbeofpalladiumorapprovedequivalentbrand,all otherhardwareshallbeofDormaorapprovedequivalentbrand

11)Hinges:Railwaytypeheavydutyhingesinbrassoxidizedwithstainlesssteel pinsofdiameternotlessthan4mmandleafthicknessnotlessthan4mm(125mm x65mmx4mmto300mmx65mmx4mm)

12)Hinges:Parliamentarytypeheavydutyhinges5mmthickbrassoxidized

13)Towerboltshavingboltdiaof10mminbrassoxidized inbrassbody600mm longetccomplete

14)Doorhandles DormaTGDI35025Spullhandle 25mmdia 350mmlongor 'DORMATG9155ormatchingwithexistinghandleasspecifiedandapprovedby theArchitect

15)BrassoxidizedBabylatches 75mmlongwith25mmx8mmthickboltcomplete withknob,Vacant/Engagedetcasperapprovedsamples Brassaldropsshall matchexistingoriginalaldropsinthebuildingandshallbereusedorfabricatedto matchtheoriginal

16)ConcealedtypehydraulicdoorcloseroropendoorcloserofDormaor equivalentbrandwithDormadoorstopper,springloadedwithrubberbushandfoot release

17)PlainMorticelocks6leversLatchBoltofGodrejmakeequivalentwithbrass bodyandchromeplatedflatplatetoedgeofdoorincludingfixingtotimberor aluminiumshutterframesetccomplete

18)Sameasaboveitem(16)butwithdeadlock

19) 3mmthickSSkick/pushplatefixedwithSSscrewsof150-400mmdepth (CP brassdomicalhead)

20) Doorbufferwithrubber/PVCbushshutterorwallmounted

21)Providingandfixing andrepairrateswillalsobeinclusivealdrops handles stopperetc allcomplete

WoodenDoorsFrames

Providingandfixing1stclassteakwooddoorframes(BTC)ofallsizesincluding makingsingleordoublerebatesforshuttersasperdrawing,6FischerUniversal FramefixingFUR10x135T/FUR10x150Torequivalentfastenerinsteadof holdfastforfixingframestoconcretemembersormasonrywallsapplying solignumontimbersurfaceincontactwithmasonry/concreteandDucoPaintor polishofapprovedcolourandmake,includingmouldedarchitraveetc complete

AluminiumSilddingWindow

Providingandfixingfrostedorwiredglass6mmthickforlouvered/glazed windows

8
Sr No Description Qty Unit Rate (Rs) Amount (Rs) k9 k13 k15
m1* m7*
SQMT
SQMT
SQMT
14566 284037 804 1206 38117 2973126 17981153 5000 250000 9300 435240 195000 15000 78000 500000 468000

BILL OF QUANTITIES

Providing,fabricatingandfixinginpositioncolouranodisedextrudedaluminium slidingwindowsfabricatedoutofextrudedwindowsectionofheavy11/4 seriesof Jindal/orequivalentsections(ie pipes,framesandtracksetc)comprisingof lockingarrangement,55mmthickplainModiglassorequivalentincluding necessaryaccessoriessuchashandles withneoprene/rubbergasketwithhinges lockingarrangementandwoodenencasementwherevernecessaryincluding maskingofwindowsillsbeforecompletionofwork,demaskingaftercompletion, cleaning ratetoincludecolouranodisingallaluminiumsectionstoathicknessof anodicfilmnotlessthan20micronsetc completeasdirected

Providingfabricatingandfixinginposition2trackcolouranodisedextruded aluminumsectionsofJindalorequivalentapprovedmakeforslidingwindows openablecomprisingofouterframe(035kg/rm),shutterframe(050kg/Rm), glassshutter--(040kg/Rm),mullionforouterframe(055kg/Rm),locking handlesandpullhandleforeachshutter onepairSS frictionhingesforeach shutterand5mmthickclearfloatglassModiorwiredglassorequivalent with neoprene/rubbergasketwithhinges,lockingarrangementandwooden encasementwherevernecessaryincludingmaskingofwindowsillsbefore completionofwork demaskingaftercompletion cleaning ratetoincludecolour anodisingallaluminiumsectionstoathicknessofanodicfilmnotlessthan 20micronsetc completeasdirected

TOTALOFSUBSECTION-M

N WATERPROOFING

Notes:

1)Thecontractorwillgivea10yearsguaranteeoftheworkundertakenon Rs100/-Stamppaperontheapprovedformatdulyregistered

2)Tenpercentamountofvalueofworkswillberetainedfortheperiodoffiveyears fromthedateofactualcompletionofthework,willbereleasedprogressivelyat fourpercentaftertwoyearssubjecttoattendinganyrectificationofdefectsand balanceamountsbytheendoffiveyears

3)Allworktobedonethroughspecialistwaterproofingandstructuralrepair agenciesshallbeundertakenonlyontheapprovaloftheArchitect

n1* 70mmto75mmthickproprietarybrandcementbased waterproofing(boxtype)forbottomRCCraftslabandsidesofRCCwalls

Providingandapplying of watertanks,septictanks,effluenttreatmenttanks,etc including providingleak prooftreatmentby injectiongrouting toconcretemembersat10mcentresinboth directionsandalsoatallconstructionjoints andprovidingandfixing20mmto 25mmthickroughShahabadstoneorotherapprovedstonetilessetin20mmthick

1:3waterproofcementmortarandfinishingthebylaying/plastering,with20-30 mmthickC:Min1:3withwaterproofcompound(Contractortogivecomplete specificationsforwaterproofingsystemheproposetocarryout)

SQ M

n4

n5*

Providingandlaying coba inallpositionconsistingofspecialisedapprovedwaterproofingcompoundand materialasperspecificationswithallleadandlift

waterproofinginWCandbathroomincludingBB

SQ M

waterproofingtreatmenttoterrace

Providingandlayingcementbased with bricksbatslaidinrequiredslopetodrainthewaterforanyspanaftercleaningthe basesurfaceapplyingacoat ofcementslurryadmixedwithapproved waterproofingcompoundandlayingthebrickbatsonbottomlayerinC:M1:5 admixedwithapprovedwaterproofingcompoundfillinguptohalfdepthofthebrick bats curingthislayerfor3daysapplyingcementslurryoverthislayerjointingof brickbatswithC:M1:3admixedwithapproved waterproofcompoundandfinally topfinishingwithaverage20mmthicklayersofcementmortaraddedwithjute fiberat1kgperbagincludingfinishingthesurfacesmoothwithcementslurry admixedwithapprovedwaterproofingcompound

Tilejointfilling

Providingandfillingcementbasedtilejointsealingcompound(JohnsonBalGrout orequivalent)inbath/WC/toilet/flooringtilesincludingrakingoutoldloose jointingmaterial,curingetc complete

Gapssealing

Providingandfillinggapsbelowdoorframes,aroundNahanitrapswith Roffe-grout-GPorequivalentincludingcleaningthesurfaceofallloosematerials curing,mixingaspermanufacturer'sinstructionsetc complete

GapSealing-Siliconsealant

ProvidingandfillingRTVsiliconesealant orequivalentFisherproductwithagun usingapprovedmaterialingapsaroundwindowsincludingcleaningthegaps, scaffoldingetc complete

ProvidingandlayingCC M25inRCCitemsusinggradedaggregatesatvarious heightstopatchtheexistingmembersviz slabs,beams,chajjas,walls,parapet pardis lintels etcincludingstitchingandstaplingalongcrackswithSSpins addingTMT/HYSDReinforcementbarseitherbyweldingtotheoldstablebars and/or fixingwithdrillingholedtoanchornewbarswithFisherepoxycapsules, recastingaftersurfacecoatingtheoldRCCwithproperadhesiveslikehackaid plastorbondingcoatofRoffecement/chemicalstoavoidseparation The concretetobemachinemixedandtoincludeallnecessaryshutteringofwater proofplyandadequatestruttingandscaffolding Thesurfaceshallbehackedto receivecementplasterandcuringadequatelyReinforcementshallbepaid separately

TOTALOFSUBSECTION-N

TOTALOFSECTION-II

SECTION-III: CARPENTRYANDBUILTINFURNITURE

SQ M

9
Sr No Description Qty Unit Rate (Rs) Amount (Rs) m12* m14*
n13* n14* n16* n21*
6900 385710 4500 210600 1281550 11490 160860 13150 118350 50764 533022 812232 276330802 559000 468000 140000 90000 105000

BILL OF QUANTITIES

Notes:

1)CarpentryandJoineryforpartitions tables cupboards storageunits desks labfurniture,museumdisplayfurniture,officefurniture,auditoriumandlecture theatrefurniture,doors,windows,skylights,falseceilingetc

2)Forallcarpentryandfurnitureworks thecontractorshallsubmitshopdrawing foreachitemofworkindicatingthesectionofwoodits joinerydetailetc Whereverpossiblewoodenpinsshallberesortedtoforconnection Alternatively stainlesssteel/brass screwscouldbeused Noothernails/screwsshallbeused foranyfastenings,etc

3) Therateshallbeinclusiveofproviding&fixingglasspanelsincludescostofall typesoffixturesandfasteningsmadeofanymaterials,neoprenerubbergaskets, screws etc

4)Contractorshallsubmitsamplesofassemblysectionsfromdifferent manufacturersforapproval Architectdecisionshallbefinal

5)Alljointsbetweencivilworkandtimberframesshallbesealedandmadeair tightbyapplyingSiliconesealantorequivalentasapprovedatContractor'scost

6)Ratesforrepairsaswellasprovidingandfixingofnewcarpentryitemsand furnitureinthissectionshallbeinclusiveofalltheitemsofhardwareandfittings requiredandnoextrashallbepaidtothecontractortowardsthecostofhardware/ fittings

7)AllHardwareshouldbeaspersamplesapprovedbyArchitect Providingand fixingfollowinghardwareitemsinoxidizedbrass(unlessotherwisestated) including,fixingwithappropriatescrewsandfastenersinbrass/stainlesssteel metalscrews(Nettlefoldorequivalent)whereverspecifiedetcofapprovedmake typeandthickness:

8)Providingandfixingthehardwarecompleteinallrespectswithnecessarypins, plates screwsetc(Allfittings&fixturesshallbeofHeavydutybrassoffirstquality)

9)Allhardwareandhingesshallbeofpalladiumorapprovedequivalentbrand,all otherhardwareshallbeofDormaorapprovedequivalentbrand

10)Hinges:Railwaytypeheavydutyhingesinbrassoxidizedwithstainlesssteel pinsofdiameternotlessthan4mmandleafthicknessnotlessthan4mm(125mm x65mmx4mmto300mmx65mmx4mm)

11)Hinges:Parliamentarytypeheavydutyhinges5mmthickbrassoxidized

12)Towerboltshavingboltdiaof10mminbrassoxidized inbrassbody600mm longetccomplete

13)Doorhandles DormaTGDI35025Spullhandle 25mmdia 350mmlongor 'DORMATG9155ormatchingwithexistinghandleasspecifiedandapprovedby theArchitect

14)BrassoxidizedBabylatches 75mmlongwith25mmx8mmthickboltcomplete withknob,Vacant/Engagedetcasperapprovedsamples Brassaldropsshall matchexistingoriginalaldropsinthebuildingandshallbereusedorfabricatedto matchtheoriginal

15)ConcealedtypehydraulicdoorcloseroropendoorcloserofDormaor equivalentbrandwithDormadoorstopper springloadedwithrubberbushandfoot release

16)PlainMorticelocks6leversLatchBoltofDorma/Godrejorapproved equivalentmakeequivalentwithbrassbodyandchromeplatedflatplatetoedgeof doorincludingfixingtotimberoraluminiumshutterframesetccomplete

17)Sameasaboveitem(16)butwithdeadlock

18)3mmthickSSkick/pushplatefixedwithSSscrewsof150-400mmdepth (CP brassdomicalhead)

19)Doorbufferwithrubber/PVCbushshutterorwallmounted

20)Providingandfixing andrepairrateswillalsobeinclusiveofaldrops,handles stopperetc allcomplete

PartitionWalls

Providingandfixingfullheight90mmthk 12meter-48meterhigh teakwood partitionwallsusing,50x40mmTWsectionsinfirstqualityBTCwoodhorizontal andverticals,atevery600mmc/c with 15mmAnchormarineplycladdingfrom bothsides with50mmthk glasswoolpackingbothsidesaluminiumfoilbacking andfinishedinapproved2mmthicklaminateonbothsides Thepartitionwallsto haveconcealed50x50mmaluminiumboxsectionstop,middleandbottom, powdercoatedasdirected forrunningelectricalconduits Allpartitionswallsto have100mmx12mmthk skirtinginburmateakonbothsidesandcappedwith 90mmx90mmontopofpartitions,etc allasperdrawingsattached All necessarytermitetreatmentshouldbedonebeforefixingtheexternalplywood panels Rateshallinclude sidemattfrenchpolishing/melaminepolishing/Duco paintinapprovedshadeandmakeetccomplete

InbuiltStoneseats

Providingandconstructinginbuiltmasonryandroughkotahseatsasshownin architecturaldrawingsalongwithacladdingofBluecolourterrazzo(make:Bharat FlooringsandTilesPvt Ltd -Premiumterrazzoseriesorequivalent) laidona bedof1:4cementmortarincludingneatcementbacking,fillingjointsandwhite /colouredcementslurry,curingandcleaningcomplete

Sameasabovebutfinishedwith25mmthickmirrorpolishedKotahonallvisible surfacesetc complete

StainlessSteelBenches

ProvidingandfixingperforatedSSsheet(SS304)benchofapproveddesignwith SSpipeframingand3mmthickperforatedSSsheetpanelsasshowninthe architecturaldrawingswithnecessarybolting/weldingandfixingontilesurface withanchorfastenerbolts etc complete

GIsheetbenches

Sameasabove(a27) butwithperforatedGIsheetandGIpipeframing powder coated,etc complete

10
Sr No Description Qty Unit Rate (Rs) Amount (Rs)
A
a1* E
e1 e2* e3* e4*
CARPENTRY
MISCELLANEOUS

ProvidingandFixingRailingincludingbendingandweldingwithapprovedspecial electrodesandfixinginpositionhandrailsconsistingof50mmdia SS(stainless steel304)handrailsofvariousheightsupto1000mmasperdrawings(refer sheet:)and,includingprovidingandfixingSSpipebracketsonwallsandflooror baseplatesfixingtotheconcrete with12mmdia Anchorbolts4Nos/bracket or weldingtoinsertplatesincludingbuffingasdirected

Providing&fixingRailingincludingbendingandweldingwithapprovedspecial electrodesandfixinginpositionhandrailsconsistingof50mmdia SSpipesand perforatedSS(StainlessSteel304)plateboltedtoSSflat/boxsectionsasper drawings(refersheet:)and includingprovidingandfixingSSpipebracketson wallsandfloororbaseplatesfixingtotheconcrete with12mmdia Anchorbolts4 Nos/bracket,orweldingtoinsertplatesincludingbuffingasdirected

Providingandfixingseatingaroundtreeasperdrawings Internaldiameterofthe seatingtobeconsideredas15m Seatmadeof150mmdiaSS pipe35mmthick andbackrestof50mmdiaSS pipe35mmthick Bothpipestobebent&grouted intothegroundateitherend Seat&backresttobeweldedtointermediateleg support,eachlegconsistingof2nos Z'shapedSS plate4mmthk spaced 40mmapart&connectedat4pointswithSS bolts&cylindricalspacers

TOTALOFSECTION-III

SECTION-IV: MISC

Notes:

1)Rateshallincludeminorcivilwork,scaffolding,electricalworks,dismantling, liasoningcost steelitems etc

2)ThequotedpriceshallbeinclusiveofcentralexcisedutyVAToctroiandservice taxandallotherapplicabletaxes Thisquotationshallnotbesubjecttoprice variationcost

3)Thecontractorshallmakenecessaryarrangementstoprovidesuitablelockable weatherproofstoragespaceforthematerialsandshallalsostacktheexisting dismantledmaterialinasafesecureplaceforthedisposalofthemunicipal authorities

4)Thecontractorshallincludeinthequotation60monthsfreemaintenance which willbecommencedfromthedateofcompletionofproject

5)Thecostshallbeinclusiveofallpreparatoryworkandnoextracostwillbe providedtowardsthisitem

7) Therateshallbeinclusiveofproviding&fixingglasspanelsincludescostofall typesoffixturesandfasteningsmadeofanymaterials,neoprenerubbergaskets, screws etc

6)Forallworksinthissectionasspecifiedbytheconservationarchitect,the contractorshallsubmitshopdrawingforeachitemofworkindicatingthesections materials its joinerydetailetc Whereverpossiblewoodenpinsshallberesorted toforconnection Alternativelystainlesssteel/brass screws/boltscouldbeused Noothernails/screwsshallbeusedforanyfastenings,etc

8)Contractorshallsubmitsamplesofassemblysectionsfromdifferent manufacturersforapproval Architectdecisionshallbefinal

9)Alljointsbetweencivilworkandtimberframesshallbesealedandmadeair tightbyapplyingSiliconesealantorequivalentasapprovedatContractor'scost

FabricationandinstallationofInformationSignasspecifiedinthedrawings

Providing&fixinginposition inaluminiumextrudedbrown anodizedsectionwithlettersinvinylonbothsidescoveredwithacrylicsheetand asperapprovedsamplebyArchitectfixingasdirected

TOTALOFSECTION-IV

SECTION-V: ELECTRICAL

ThisitemisworkedoutbytheElectricalConsultant

Forthepurposeofthiscourseanapproximateamountisbudgeted

Supply,Installation,TestingandCommissioningofEarthingstationasperIS3043 consistingof40mmGI3000mmlongpipe suppliedwithfunnelattopincluding saltcharcoal masonrychamber testlinkbox hardwareincludingexcavationand masonryworkwithcastironcoverforthechamber

Supply&Layingof followingsizesofstrips &wiresfromearthingchamber/Gridto theelectricalequipment&terminatingthesame Theportionofthestripunder groundshallbelaidatadepthof600mmandonsurfaceshallbefixedwith spacers&clamps&alsoonTrayExcavation&allcivilworktobeincluded 25mmx3mmGI stripforDistributionBoard(FirstDistributionBoardinacluster ofDistributionBoards)

8SWGGI EarthingwireforLighting&PowerDistributionBoard

SupplyInstallation testing andcommissioningof3phaseenergymetersuitable forunbalanceloadandincludingnecessarycutoutandjumperwiresetccomplete aspersupplycompanysrequirement

SupplyInstallation testing andcommissioningofTPNMCB16A andincluding ncessarycutoutandjumperwiresetccompleteaspersupplycompany's requirement

SupplyInstallation testing andcommissioningofTPNMCB40A andincluding necessarycutoutandjumperwiresetccompleteaspersupplycompany's requirement

SupplyInstallation testing andcommissioningofTPNMCB32A andincluding necessarycutoutandjumperwiresetccompleteaspersupplycompany's requirement

Supply&InstallationofstandardmanufacturersDistributionBoardforLighting It shallbeastandardBoardwithdoubledoor&suitableforrecess mounting&shall beasfollows Scopeincludesmountingarrangementincludingnecessarysteel hardwareetcWiresinDB tobeproperlydressedwithbuttontapeandwithlugs, labelsetc

11
Sr No Description Qty Unit Rate (Rs) Amount (Rs) e5* e6* e10* 3* a) signageboard 1 EARTHING a 2 EARTHINGSTRIPS/CONDUCTOR a b 3 METER a b c d 4 DISTRIBUTIONBOARD
BILL OF QUANTITIES
1800 3780 3780 21000 600000

BILL OF QUANTITIES

Incomer40ATPNMCB-1No 40A,30mA,2P,RCBO-3NosOutgoing 6/10ASP

(LDB)

Supply,Installation,Testing&CommissioningofPVCArmouredCablefixedto walls Ceilingswithclamps spacerssaddlesorlaidinreadymadetrenchortiedto cablestraywithcableties tagsetc asfollows 1100VgradeasperIS Installation,Testing&Commissioningofcables(onwalls,trays) PVCinsulated, 1100Vgrade steelarmoredasperIS1554withlatestamendmentincluding spacers saddles tags etcThecablesto beproperlydressed

4Cx16SqmmALAYFY

3Cx10SqmmALAYFY

4Cx10SqmmAYFY

3Cx4SqmmAYFY

3Cx6SqmmAYFY

3Cx25SqmmAYFY

TerminationofcableswithHeavydutySiemenstypeglands&lugs Lugsused shouldbeCopperforcoppercables&Aluminiumforaluminiumcable Scopeto includeallmaterial&labourincludingpropertools Insulationtape

4Cx16SqmmALAYFY 3Cx10SqmmALAYFY

4Cx10SqmmAYFY

3Cx4SqmmAYFY

3Cx6SqmmAYFY 3Cx25SqmmAYFY

Pointwiringforlight bellpoint ScopetoincludecircuitWiringforlighting&the lightswitchboardwithswitches&furtherwiringtolightpoints Theswitchboard shallberecessmounted/surfacemountedofGIstandardasperthesupplier The pointWiringshallconsistof3x15Sq mmcopperwire PVCinsulated 1100V gradeinPVCconduit/PVCcasingcaping Thewires&conduitsshallrunfromthe switchboardtotheindividualpoint&circuitwiringshallbeof3x25mm2copper wirefromdistributionboardtothe switchboard Modularplatetypeswitchestobe used6ASwitchSocketonswitchboardtobeincludedInmajorityofthecasesthe lightsaregroupswitchedfromtheDistributionBoardinwhichcasethewireshall be3x25mm2 AllwiresshallbeFRLS

PrimaryLightPointwiringofaveragelengthupto5meterslengthofwire

PrimaryLightPointwiringofaveragelengthupto55to10meterslengthofwire

PrimaryLightPointwiringofaveragelengthupto105to15meterslengthofwire;

PrimaryLightPointwiringofaveragelengthupto155to20meterslengthofwire;

SECONDARYLIGHTPOINT(FirstLighttosecondlightpointUpto5metersof lengthofwire3x15sq mmwires

SECONDARYLIGHTPOINT(FirstLighttosecondlightpointUpto55to10 metersoflengthofwire3x15sq mmwires

SECONDARYLIGHTPOINT(FirstLighttosecondlightpointUpto105to15 metersoflengthofwire3x15sq mmwires

SECONDARYLIGHTPOINT(FirstLighttosecondlightpointUpto155to20 metersoflengthofwire3x15sq mmwires

FanpointwiringshallbesameasPrimarylightpointpointwithindividual controlWireofsize3x15sq mmsizeshallrunfromtheswitchboardtothefan pointthroughPVCconduit/PVCcasingcaping ThecircuitfromtheDBtothe switchboardshallbe3x25sq mmwiresSpaceforregulatortobeprovidedinthe switchboard Upto5Metersof lengthofwire

FanPointwiringwiringlength55to10meterlength

FanPointwiringwiringlength105to15meterlength

FanPointwiringwiringlength155to20meterlength Exhaustfan/WallFanpointswiringshallbesameasPrimarylightpointwith individualcontrol&6Asocket&top@thefanpoint Wireofsize3x15mm2size shallrunfromtheSwitchBoardtothefanpointthroughconduit Thecircuitfrom theDB totheSwitchBoard with3x25mm2wire

Pointwiringfor6Ampswitchsocketpoint Scopetoincluderunningof3x25mm2 copperwire,PVCinsulated,1100VgradeinPVCconduit Wirestoberunfromthe PowerDistributionboardtotheIndividualsocketsupto4socketscanbeloopedon onecircuitWorkstationRawpowerAllwiresshallbeFRLSWiringlengthupto5 meters

6Asocketpointwiringlength55to10meters

6Asocketpointwiringlength105to15meters

6Asocketpointwiringlength155to20meters

Pointwiringfor6/16Amp switchsocketpoint ScopetoincludecircuitfromDB toindividualpoints Conduit,accessories&wireswith3x4mm2copperwiretobe laidfromDBtoindividualsocket TwosocketpercircuittobeconsideredAllwires shallbeFRLSWiringlengthupto5meters

6/16APointwiring55to10meterlengthofwire

6/16APointwiring105to15meterlengthofwire

6/16APointwiring155to20meterlengthofwire

6/16APointwiring205to25meterlengthofwire

SupplyInstallation Testing&Commissioning6Aswitchsocketoutlet&box consistingofModularplatetypeswitchesincludingconnections

SupplyInstallation Testing&Commissioning6/16Aswitchsocketoutlet&box consistingofModularplatetypeswitchesincludingconnections

Supply,Installation,Testing&Commissioningof20AReyrollPlugsocketwith3pin MetalTop,inmetalboardwith20ASPMCB

Supply,Installation,Testing&Commissioningof225mmDia ExhaustFanwith connection

Providingandinstalling,connectingandcommissioning32ATPNSFUwithHRC

Fuse

ProvidingandlayingTwopairTelephonecableinexistingconduit/casingcaping

12
Sr No Description Qty Unit Rate (Rs) Amount (Rs) a 5 CABLES&TERMINATIONS a b c d e f 6 TERMINATIONOFCABLE a b c d e f 7 POINTWIRING ai aii aiii aiv bi bii biii biv ci cii ciii civ d ei eii eiii eiv 8(i) (ii) (iii) (iv) (v) 9a b c d e 10a
MCB-24Nos

BILL OF QUANTITIES

Providingandinstallingoutlet fortelephonecable

Providingandinstallingcelingfan1200mmsweepwithfivestepselectronic regulator

Supply&InstallationoflightfixtureswithSigmaBallastincludinglamps junction boxes,downrod/supports,hardwares rawlplugs,wires/cablesetc asrequired andconnectingittoswitchboards

SupplyandInstallationofPortableEmergencyLightonBatterysuitableforupto10 hours Installite/Canaramake Mountingarrangementforlamptobeincluded

1x18WBracketlight

WST71150withGI waterpipearm1mlongweldedtothecap

WFZ42250

WIF22228SGW

Liasoningchargeswithrespectiveauthoritiesforshiftingofpointofelectrical serviceandothers

Excavationinoutsidesoilincludingrefilling

Supplyinganderectingsteeltubulerpole1651x1397x1143mmthickwith 45x45x365mmthickand(56x27x27mm)respectively11mtrs LongasperIS 2713withtestcertificatefrommanufacturercompleteerecteddulypaintedwithtwo paintsofredoxideandtwocoatsofaluminiumpaintcompleteerectedinposition withMS baseplateof30x30x06cmsthickweldedatthebottomandsuitable polecaperactedwithsetscrewsorwieldedcompleteerectedCC foundationand plinthJunction/Loopingboxincluded

Note:Foritemnos 16,17and18,ratesshouldbeinclusiveofa

Supplyinganderectingcentrifugalwaterpump(Monoblock)withCI impler, primingfunelcockandcommonflangemountedonacommonshaftofinduction motorof400V3phaseAC supplyofminimum3H PMotorcapableof dischargingwater600to170litesperminutesat125to275meterstotalhead fromallclauseswithfoundationandwith50mmsuctionand50mmdeliverywater pumpshallbeconfirmingtoIS1520complete(Crompton/Kirloskar/Grundfosor anyotherequivalentmake)

Waterlevelcontrollerwithnecessaryprobesforcontrollingmotorforcutoffwhen uppertankwaterlevelisfull,whenwaterlevelinthetankcomestopredetermined levelpumpshallstartautomaticallyWhen waterlevelinthesuctiontankisbelow thewaterlevel thepumpshouldnotstart AlsopumpshouldnotrundryThe controllershallhavemanual,autoswitchesandselectionofpump Therateshall includenecessarywiringwithcopperwires

DOLStartersuitablefor3HPmotorincludingoverload

Providingandfixing25mmPVCconduits/Casingcapingincludingallfittings

TOTALOFSECTION-V

SECTION-VI: PLUMBING

Note: Allcataloguenos referredinvariousitemsofsanitaryfittingsareasperHindustan /ParrywareSanitarywareCataloguesandallfixturesareJaguarContinental series

Providingandfixingapproved'Indian make white/colouredglazedvitreous chinawarewallhungEuropeanwaterclosetcisternincluding-

a)10litrescapacityflushingcisternwith15mminletconnectionwithCPbrassstop cock CPbrass flushbendetc

b)CIchairsupportsforthewatercloset

c)Whiteorcoloured solidplasticseat&cover veryheavyqualitywith rubber buffersfixedtotheclosetwithCPbrasspillarhinges

100mmdiaconnectorpipefromPtraptothejunctionofthesoilstackonexternal faceofbuilding

ProvidingandfixingapprovedISImarkedmakewhite/colouredglazedvitreous chinawarewashhandbasincountertoporsuitableformountingbelow'counter comprising:

a)White/colouredglazedvitreouschinawareovalshapedwashbasin,size 550mmx400mmwithsupportingMSorCIbrackets

b)1No15mmCPbrasspillarcockwithallfittings

c)1No32mmCPcastbrassbottletrapwithextensionpiecetowall,wallflange withrubberadopterwasteconnection

d)1NoheavyqualityCPbrassangularstopcock15mmsizewithCPbrassflexible connectorpipe Thesupportingbracketshallbeprovidedwith3coatsofapproved paintofapprovedshade

Providingandfixingvitreouswhite/colourchinawareurinalcomprising

a)Largeflatbackwallhungurinalsize550x360x300mm

b)flushingtankof10ltrssupplyingto3urinalswithallfittings

c)CPbrasschromiumplatedflushpipingfromflushvalvetourinalterminatedwith a15mmscrewedspreader

d)32mmdomeCPcastbrasswaste

e)32mmnbCPcastrunningtrapwithextensionpipetowall,wallflange,rubber adopterforwasteconnection

Recessedtypewhite/colouredtoiletpaperrollholdersize150mmx150mmin vitreouschinawarewithwoodenrodandspringincludingcuttingrecessinwall settingtherollholderincementsandmortar1:3reinstatementofwallsurfaceto originalconditionsetc complete

13
Sr No Description Qty Unit Rate (Rs) Amount (Rs) b 11 12 LIGHTFIXTURESINCLUDINGCONNECTIONANDBULB a b c d e 13 14 15
16 17 18 19 A SANITARYSYSTEM 11 12 13 14 16
comprehensivemaintenancefor60monthsbythevendor
600 40020 1800 3420 2000 47000 1300 5200 400 1596 667000 19000 235000 40000 39900

BILL OF QUANTITIES

Providingandfixing25mmthickwhite/colouredmarblepartitionswithmachine cutedges,roundedexposedcornersfixedtowallbycuttingchasesandfixingin cementsandmortar1:4etc complete Size1200mmx560mmclearofwall

ProvidingandfixingheavyISImarkedmakeheavyqualityCPbrassconcealed typestopcockwithheavyqualitycastwallflange

Size15mm

ProvidingandfixingapprovedISImarkedmakewhite/colouredglazedvitreous chinawareOrissawaterclosetcomprising:

a)Orissapansize580mmx440mmwithboxriminletwithPorStrapasrequired

b)10litrescapacityflushingcisternwith15mminletconnectionwithCPbrassstop cock CPbrass flushbendetc

100diaCI connectorpipefromPorStraptothejunctionofsoilstackonexternal faceofbuilding

SupplyandfixingHindustanPilkingtonmakemirrors,6mmthickwithplainor bevelededge,8mmthickplywoodbacking,4NosCPbrassscrewswithCPbrass capsscrewedtorawlplugsembeddedinwall

Supplyandfixing40mmCPbrasswastecouplingwithrubberplugandCPchain

ThisitemisworkedoutbytheServicesConsultant Forthepurposeofthiscourseanapproximateamountisbudgeted

Providing laying fixingjointingwithscrewedjointsusingteflontapeGIpipes heavyqualityconformingtoIS1239includingallfittingssuchassockets unions reducers,longorshortbends,elbows,nipples,flanges,checknuts,clampsetc testingthepipesandspecialsandpaintingthepipesandfittingswithonecoatof approvedprimer&finishingcoatsallasperspecificationsForpipesinexposed conditions:

Providing,laying,fixingjointingwithscrewedjointsC'classheavyGIpipes conformingtoIS1239includingallfittings,testing,paintingwithbitumasticpaint protectionwrappingwithHessienfacedpolyethylenetaping&paintingcompleteas perspecifications Forpipelineslaidbelowgroundlevelandlaidinchasesin walls Therateincludesexcavationandcuttingchasesinwallsandreinstatement)

Providing,fixingandtestingheavyqualitygunmetalorbrassballvalvewith screwedends20kgmclassonGIorcopperpipelines(Leader/ZOLOTOmake)

ProvidingandfixinginpositiontestedheavyqualityISImarkedfullwaygunmetal gatevalveofneworequivalentmakehavingbothendsscrewedfemale conformingtoIS778:1984etc complete

i)50mmdia

ii)40mmdia

iii)32mmdia

iv)25mmdia

v)20mmdia

vi)15mmdia

Providing erecting fixingandcommissioningPVCoverheadwatertank(BMC approved)includingmakingofproperplatformasperconsultantsdirection lifting oftanktoterracefloorlevel,placingoftankonplatforminproperalignment, makingofinlet/outletconnectionsasperbye-lawsetc complete

i)5000litrescapacity

ii)2000litrescapacity

iii)1000litrescapacity

Providing,fixinggunmetalnonreturnvalveofapprovedquality

80mm

65mm

50mm 40mm 32mm

ProvidingandfixingapprovedISImarkedmakeCIflangedwatermetersdirect readingtypecalibratedinlitres&kilolitrestestedandapprovedbyMCGMwithdirt box(strainer)includingmakingnecessaryflangedjoints,testingetc complete

40mmsize

50mmsize

14
Sr No Description Qty Unit Rate (Rs) Amount (Rs) 18* 110 113 114 118* 120* B WATERSUPPLYSYSTEM 21* 22* 23* 24* 25* 26* 27*
20mmnb 25mmnb 32mmnb 40mmnb 50mmnb 65mmnb 80mmnb 100mmnb
15mmnb
20mm 25mm 32mm
15mm
80mm 65mm 50mm 40mm 32mm 25mm 20mm 15mm
1200 1920 2400 17256 2000 53600 600 1140 600 10800 2000 1000 16000 71900 268000 19000 180000 5000

BILL OF QUANTITIES

Constructingbrickmasonryvalve&meterchambersin230mmthickbrickmasonry incementmortar15usingfirstclassbricksconstructedoverabedof150mmthick cementconcrete1:2:4plasteringinsideoutsideandallexposedsurfacewith 20mmthickcementmortar13,finishinginsidewithafloatingcoatofneatcement providing&fixingCIframe&coversize weightmentionedbelowpaintingallCI itemswith3coatsofapprovedbitumasticpaintetc complete Chamber600x600mmclearinsidewith600x600CIframe&coverweightingnot lessthan72kgms Depthofchambernotexceeding1000mm

ProvidingStructuralsupportforpipelinesusingchannels tees angles flats& platesfabricationbycuttingthreading&weldingifrequired,applyingonecoatof redoxideprimerandthreecoatsofsyntheticenamelpaint,includingnecessary boltsnuts washeretc asrequiredbytheEngineer-in-charge Theweightofthe supportshallbecalculatedonthebasisofcatalogueweightsofsectionsused (weightofbolts,nutsetc willnotbeconsidered)

Providing&fixingbrassfloatvalveswithbrassrodandcopperfloat suitableto withstandapressure2 kg/sqcm

50mmnb 40mmnb

Excavationintrenchesforpipelinesofrequiredwidthanddepthasdirectedby Engineer-in-chargeincludingtrimmingbottomandsides,excavationforsockets includingrefillingwithselectedexcavatedmaterial(afterlayingofpipeline)in 200mmlayers wateringconsolidationdisposalofsurplusearthwithin50metc complete

Inordinarysoil(forCIpipelineslaidoutsidethebuildingonly)depthnotexceeding

15m

-Do-insoftrock

ProvidingandfixingbestIndianmakeCPbrassairvalveswithisolationvalvefixed onGIlines

15mmnbairvalvewith15mmisolationvalve

20mmnbairvalvewith20mmisolationvalve

Providingconnectionstoequipments(Kitchen/Laundryetc includingprovisionof controlvalve,runningjointwithunionetc complete

65mmconnections

50mmconnections

40mmconnections

32mmconnections

25mmconnections

20mmconnections

15mmconnections

SupplyingandinstallingBourdentypepressuregaugesrange0to20Kg/sqcm calibratedbothinpsiandkg/sqcm with10mmbrassgaugecocketc complete

Providingandfixingpipesleevesupto600mmlong,cutfromheavyqualityMS pipesconformingtoIS1239or3589(dependingonsizeofpipewithMSflange conformingtotable13ofIS 6392onbothendsanda6mmpuddleflangeatthe centreofthesleeve,allflangesweldedtopipe,fixingthesleeveinpositionbytack weldingtoreinforcementetc complete

40mmnb

50mmnb

65mmnb

80mmnb

100mmnb

ThisitemisworkedoutbytheServicesConsultant

Forthepurposeofthiscourseanapproximateamountisbudgeted

Providingandfixingcastiron traps of selfcleansing design with watersealnot lessthan50mmwith or without vent including setting the trapin1:2:4cement concreteetc complete Thetrapshall be P' or S'type as required Trapwith 100mm inlet and100mmdiaoutlet

Asinitem31buttrapwith75mmoutlet

Asinitem31buttrapinPVC

Asinitem32butwithPVCtrap

Providingandfixingstainless steel gratingof 18 gaugethick,withcircular perforationofapprovedpatternoverCItraps Thegratingshallbeofsize100mmx 100mmorcircularof100mmdia(asdirected) and shallbesetin cement sand mortar1:3etc complete

-Do-gratingofsize150mmx150mm

Providing, fixing, jointingand testingPVCWCpanconnectorofapprovedcolour with or withoutvent horn all as perrequirementsofEngineer-in-charge Size 100mmi/d-Length300mmto400mm

Supplying,laying,fixingjointing&testingheavyISImarkedcastiron spun soil pipes/centricastpipesincludingallfittingswithorwithoutinspectiondoors,vents, cowls at topetc jointing with leadcaulked joints all as perspecification and as directedbyEngineer-in-charge 150mmi/d

100mmi/d

75mmi/d

65mmi/d

50mmi/d

15
Sr No Description Qty Unit Rate (Rs) Amount (Rs) 28* 29* 210* 211* 212* 213* 214* 215* C INTERNALDRAINAGESYSTEM 31* 32* 33* 34* 35* 36 37* 38*

BILL OF QUANTITIES

Providing, laying, jointing with screwed jointsusing teflon tape GI pipesof classTataorZenithconformingtoclassheavyofIS1239withallfittingstestingthe piping, painting with 2coatsofbitumasticpaintwrapping with Hasseinfaced polyethylenetapeintwo layers and againpaintingwith2coatsofbitumastic paint Therateincludesforcuttingchasesinwall&floorsforembeddingthepipe andreinstatementofsurfacetooriginalconditions 50mmi/d 40mmi/d 32mmi/d

Providing and fixing inposition cast iron rain water inlets withgravelguard anddometypegratingspeciallycastgenerallyconformingtodrgs

Inletfor:

150mmi/dpipes 100mmi/dpipes

Providing and fixingleadsheet flashing madeoutof3mmthickleadsheets settinginalayerofcoldbitumenetc complete Thesheetshallprojectatleast 150mmallaroundthepipeand shallbetuckedintothepipeatleastby100mm

150mmi/dpipes 100mmi/dpipes

ProvidingandfixingMSsupportsforpipesfabricatedfromMSflatsanglesand platesincludingfixingthebracketstowalls,slab,beametc withanchor,fasteners

12mmUorJboltsforfixingthepipestoclamppaintingwithonecoatofprimer andtwocoatsofapprovedpaintetc complete

Providingandlayingcementconcrete1:2:4forbedding,envelopeshaunchesetc forthepipesincludingmixingplacingformworkcuringetc complete

SupplyinglayingfixingjointingandtestingPVCdrainagesystem(SWR)including fittingswithorwithoutinspectiondoors,vents,cowlsetc allasdirectedby engineerincharge 110OD 75OD

ProvidingandfixingPVCplainor multi floor traps of selfcleansingdesignwith watersealnotlessthan50mmwithorwithoutventincludingsettingthetrapsin cementmortaretc complete Trapswith125mminletand75mmoutlets

Providingcleanoutsincastiron drainpipingcomprisingGIheavyclasssocket andscrewed plug,connectingCI pipewithleadcaulked jointetc complete 150mm 100mm 75mm

Supply,laying,jointingandtestingPVCpipesincludingallmouldedfittings conformingtoIS4985(10Kg/sqcmvariety)etc complete

ProvidingandfixinginpositionheavyISImarkedlongarmCI nahanitrapofIS 1729weighing9kgofNecoorEquivalentmakeofsize100x75x500mmdiaoutlet includingembeddingonflooringatrequiredlevelwithM150cementconcreteall aroundandbelowthetrap,supplyingandfixingbrassCPsquaregratingofsizeof 150x150mmwithbrassCPcoverplateasspecifiedetc complete

Providing,fixingandjointinginproperalignment&positionheavyISImarked 50mmdia CI pipeofNecoorEquivalentforventconformingtoIS1729withall necessaryfittings likeoffset bend cowletc includingerectionofscaffoldingat requiredlevel makingholesinwallsasrequired fixingofpipe&fittinginposition leadjointing/fillingofjointswithCM1:3(onlyonapprovalofconsultant), reinstatementofsurfacesetc complete

Providing fixingandjointinginproperalignment&positionheavyISImarkedCI CentripipesofKapilanshorEquivalentmake(withinbuildingline)fordrainage conformingtoIS3929of150mmdiameter sizewithallnecessaryfittings,like offset bend etc includingexcavationuptorequiredlevel makingholesinwallsif required,layingofpipeatpropergradient,leadjointing/fillingofjointswithCM1:3 (onlyonapprovalofconsultant),reinstatementofsurfacesetc complete

Providingandconstructing300x300mminternalsizebrickmasonrygullytrap chamberincludinglayingof100mmthickPCC1:3:6inbed,115mmthickbrick wallsinCM1:5 fixingofglazedstonewaregullytrapofsize150x100mm makingconnectionofwastewaterpipetoit,plasteringinsidethechamberwithCM

1:3toformhopper,fixingofheavyCI coverwithframeweighingnotlessthan7 kg inPCC1:2:4&makingflooringlevelontopetc complete

Providing,layingandjointingISImarkedfirstquality‘A’gradesaltglazed stonewarepipe&bend includingexcavationtothelevelofrequireddepth laying of100mmthickPCC placingofpipeonPCCasspecifiedatproperalignmentand gradient,sealingthejointswithtarredgasketofhemporropeyarn,caulkingwith cementmortar1:2,testingofpipeline,encasingofpipeasspecified,curing, refillingetc complete

i)100mmdia

ii)150mmdiafordepthbetween045and060Mtrs

iii)150mmdiafordepthbetween060and100Mtrs

Providing&fixing150mmdiameterISImarkedfirstquality‘A’gradesaltglazed stonewaresewertrapasspecified

i)150mmdiameter

16
Sr No Description Qty Unit Rate (Rs) Amount (Rs) 39 310* 311* 312* 313* 314* 315* 316* 317 318 319 320 321 322 323
50mm
40mm
32mm
OD
OD
OD

BILL OF QUANTITIES

Constructingbrickmasonryinspectionchamberofsizeof900x450mmanddepth asmentionedinitw\esmbelowincludingexcavationupto requireddepth layingof 100mmthickPCCfoundationbedin1:3:6mix,230mmthickbrickworkinCM1:3, 20mmthickplasteringofwallsinside&outsideasspecified,makingofsmooth channel&haunchinCM1:2 150mmthickPCCcopingontop fixingofCI manholecoverofNecomakeweighingnotlessthan75kg,backfilling,removalof surplusearthasspecifiedetc complete

i)Depthbetween045and060m

ii)Depthbetween060and100m

TOTALOFSECTION-VI: PLUMBING

SECTION-VII: LANDSCAPINGANDGARDENING

Planting grassonapreparedgroundat50mmcentretocentreand maintainingthesamebywateringandweedingtill30daysafterthecompletionof grassplantation

GRANDTOTAL(SECTIONSI+II+III+IV+V+VI+VII)

17
Sr No Description Qty Unit Rate (Rs) Amount (Rs) 324* A* Developmentwork i Doob
SQMT
TOTALOFSECTION-VII: LANDSCAPINGANDGARDENING 182952 640784 80098 640784 800

MEASUREMENT SHEET

ForalItemsinallSections:Rateshalincludetransportation,loading/unloading,providing/supplying/laying/fixing/installing/ fabricating/testing/commissioningetconsite RateshallalsoincludealtaxessuchasVAT,excise,salestax,octro,etc

SECTION-I: SitePreparation&Cleaning

SECTION-II: CIVILWORK

Note:

1)TheitemsgivenbelowshallbeasperSectionA""Earthwork MetalPacking& SubsurfaceDrainage"ofthespecfications

2)Rateforexcavationshallincludedewateringduringtheexcavationincluding shoring struttngetcandkeepingitdryduringexcavationandconstruction

3)AllearthworkshallbecarriedoutasperConservationArchitectsinstructions andsafetynormsasperrelevantIScode Therateshallincludeallscaffolding andmeasuresforcordoningoffareasduringdismanting providingsignboards etc

4)Alldebrisandscrapmaterialsfromearthworkshallbecontractorspropertyother thanthatwhichisreusedforback-fllingetc andthisdebrisandscrapmaterials shallberemovedawayfromsteimmediateyonhisown Thecontractortogive rebateinratesagainstmaterialsandscrap/debrisfromsuchdismantedwork whchshallbecontractor'sproperty

5)Foralearthworkitems,thecontractorshoudcarefullystackallexcavated materalatsiteaspertheinstructionsoftheArchitect Aldebrisassociatedwith theearthworkshoudhoweverbedisposedoffbytheContractor

6)Themeasurementofexcavationshallbetakenincum asperrectangular trenchofbottomwidthofconcretemultipliedbyverticaldepthoffoundationfrom groundeventhoughcontractormighthaveexcavatedwithslopingside/fullength trenchforhisconviency

Surfaceexcavationandexcavationforretainingwals,basement,watertanks, effluenttreatmenttanks etc includingbackfilingofapprovedexcavatedmaterials infoundations &behndretainingwalsaftercompletionofwaterproofngetc waterngandconsolidating,cartingawaysurplusearth, includngpreparingthe surface (Note:Allbackfiling&spreadingofearthsha becarriedoutnlayersnot exceeding200mmandcompactedto90%ordnaryproctordrydensity)

Fillnginplinthandinotherplaceswithapprovedmurumbroughtfromoutside, incudingwateringconsoidatinginlayersnotexceeding200mmby8-10tonnes roadrollerorotherapprovedmechanicalequipmentetc completeasdirected

Anti-termitePreconstructionTreatment:(AsperIS:6313Part-III)(Note: Anti-termitetreatmentshallbecarriedoutthroughspeciaisedagencyreputedin PestControltreatmentandapprovedbytheArchitect

Providingpost-constructionalanti-termitetreatmentbydrillingnholesatthe junctionsofwallsandflooringandinjectingchemicalemulsion wallsprayanddoor framestobedrilledandsprayedcompleteusingapprovedchemicalsattherateof 5litersofemulsionconcentrateofonepercentconcentrationofCHLORPYRIFOC 20%EC,ISIapprovedconforming(IS8944),Includingtreatmentofwoodfor termites borers wetrotsanddryrots Coveredfloorareashallbemeasuredfor payment (GroundFloor)

Providingpost-constructionalanti-termitetreatmentbydrillingnholesatthe junctionsofwallsandflooringandinjectingchemicalemulsion wallsprayanddoor framestobedrilledandsprayedcompleteusingapprovedchemicalsattherateof 5litersofemulsionconcentrateofonepercentconcentrationofCHLORPYRIFOC 20%EC,ISIapprovedconforming(IS8944),Includingtreatmentofwoodfor termites borers wetrotsanddryrots Coveredfloorareashallbemeasuredfor payment (FirstFloor)

Providing,chasing,inserting/layngDampproofcourse50mmthickM-20cement concretelayerandbitumenusingcementwithapprovedwaterproofingcompound attherateof1Kgper50kgofcementetc complete

Note:

1)TheitemsgivenbelowshallbeasperSectionB Concrete-Plain&Reinforced ofthespecfications

2)ForsmallconcreteonapprovalofConservationArchitect weighbatched concreteasperdesignmix inmanuallyormechanicaltypeoperatedweigh batcherdialtypeormechanicaltypeofminimumcapacity650Kgsshallbeused Weighbatchershallbecalibratedregularly

3)Foralmajorconcretepours,Contractorshallusereadymixedconcrete(RMC) ofUnitechPrefabLtd orM/s Larsen&ToubroLtd approvedAgencies Only53 gradecementshallbeusedinRMC Aggregatepropertiesandgradingdesign mix quantityofsuperplasticisersettingtime amountofslumpatthepouringsite shallbegotapprovedbeforeitsuseineachmajorconcreting

4)Concretemixproportionwilbebasedon50kg weightofcementbags deliveredatthemixer

5)TheContractorisentirelyresponsibleforthedesgnofconcretemixes The designishowever,tobeapprovedbytheArchitect

6)ConcreteM-20/20meansconcretemixM-20gradeusingmaximumsizeof coarseaggregates20mm

7)Shuttering formwork centeringshallnotbepaidseparatelyandshallconform toSection-C

8)Curingcompoundmaybepermittedonlyforinaccessiblelocations

9)OnlyRiverSandshouldbeused Washingofsandinrotaryscrewtypewashing machnesisamust

10)RatesshallbeinclusiveofcostofSuperpasticiserofapprovedqualityandof approveddosage

11)Ratesshallbeinclusiveofprovidingpockets,holes,inserts,pipes,etc

12)Mechanicalvibrators,internaland/orexternaltobeused

13)AlldefectiveconcreteifapprovedbyArchitect shallberepairedbythe contractorathisowncost,usingapprovedepoxymortarorPoymermodfied mortarasperManufacturersspecificatons

REMARKS EXCAVATIONPITDIMENSIONS

PLINTHPROFILEBEYONDRAFT

RAFTWALLSURFACEAREA

COVEREDFLOORAREA( GROUND+FIRSTWITHOUT TERRACE)

FORTHOSEWHOHAVE ISOLATEDPLINTH

SQ M

18
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units a1 a2 A EARTHWORKANDMETALPACKING a1 a2 a3 a4 a5 a6 B CONCRETE-PLAIN&REINFORCED
350 CUM
350 CUM
yearsguaranteeonasuitablebond) 300 SQ M
Thecontractortogive10
SQ
M
SQ M
149414 -139211 -23908 -30076 -- -43186 -- -23390 -- 300 522949 4872385 71724 30076 43186 70170

MEASUREMENT SHEET

14)Therateshalincludethecostofappying2coatsofpolymerbondingagenton allsurfaceofoldornewconcreteatconstructionjointpriortoconcretingagainst thesame

15)Useoffinesandwithpropergradingsamust

16)Screenngofmetal-IandIIforremovingexcessiveflakyunderandoversize materal stonedustetc isamust

17)Onlyapprovedmouldreleasingagentshouldbeused

18)Ceaningofshutteringplatesbymechanicalbuffingaftereveryuseisamust

19)Allconcretesurfacesshallbeformfinished

20)Whereplasteringsspecifed concretesurfacesarerequiredtobehacked immediatelyaftertheremovalofformworkasdirectedbytheArchitectwherever required Additionalrateshallnotbepaidtocontractorforhacking

21)Contractorshouldmakearrangementfortablevibratorforcastingthecover blocksofrequiredsizeandgrade

22)Rateshallbeinclusiveofprovidingcoverblocks Coverblocksshallbemade ofthesamegradeofconcreteofstructuralmemberinwhichtheblocksaretobe used

23)Alljointsinshutteringshalbeseaedbyuseof5mmthickcompressible materalgasketsandfxingagent

24)Constructionjontshallbeminimuminnumbersandtherlocationshallbe approvedbytheConsultant Constructionjointsshallbetreatedproperlywith bondingcoatofapprovedmaterialtobeappliedattheoldconcretebefore commencingthefreshconcretingoperations

25)Informfinshsurfacesthepatternstobeprovidedfortheformworkshallbeas perarchitectssuggestons

26)Allsack-rubbedsurfaceshallbesackrubbedwthwhitecementofsuggested proportionasperArchitectsapproval

27)Allconcealeditemslkeconduits unctionboxes fxturesetc shallbelocated asperdetalsandlocationstobeapprovedbeforecasting

NotesforFormwork:

Note:1)TheitemsgivenbelowshallbeasperSectionC:Formworkofthe specifications

2)ContractorshouldsubmitfortheConsultant'sapprovaldesignanddrawingfor allformworkshowingsizesofmemberincludingpropsanditsfoundation consideringRMCbypumping

3)Amockupofformworkforcolumns typicalcolumn-beamjunction beams shouldbemadeandonlyafterobtainingapprovaofthemockup,thecontractor willbealowedtoproceedwiththework

4)Allsurfacesofconcreteelementsshallnotbetreatedinanywayunless otherwiseinstructed

5)Allconcretesurfacesshallhavesmoothandevenfinishoriginallybythemselves withoutanyfinishingorrendering IncasetheArchtectisnotsatisfedwththe finishobtained remedialmeasuresforimprovingthemshallbecarriedoutbythe Contractorathiscost

6)Ratesquotedshallbeinclusiveofalformworkatalleves

7)Rateshallincludeuseof5mmthickcompressiblegasketmaterials fixngagent adhesivetapeandmechancabuffingofshutterngplates

8)Onlyapprovedmouldreleaseagentshouldbeused

9)Manual/mechanicalcleaningofshutterplatesaftereveryuseisamust

10)Therateshalincludehackingofconcretesurfacerequiredtobepastered immediatelyafterremovalofformwork

11)Onlynewsteelandplywoodshutteringshallbepermittedforitsfirstuseatste anditsnumberofuseswillbesolelywithdiscretionofArchitect

12)Providingcutouts holes slits depressionetc forelectricafixturesshalnotbe paidseparatey

13)Sizeofthepanelsusedforexposedconcretefinishareasshallbeapprovedby theArchtect

14)Thesupportingsystemforplatformdoorshalbehavngselfalignmentdevices toensureperfectlineandlevel andverticalityoftheshuttering stagingtoacheve requireddegreeofperfection

15)Forquickerectionofshutteringandstagingthesystemshouldhavesuitabe arrangementformovingentiresetintransverseaswelasinlongitudinaldirections andrails/wheelsonanysuitablearrangementwhichwillbeapprovedbythe consutant

ProvidingandlayingConcreteM20/40usingRMCforall includngsideformsifrequired Therate shallbencusiveofalltaxes,towardsplants&machinery,labour,allleads&lifts, allfloorsallchargesrequiredincudingtransportation,centering,formwork, compacting rougheningthesurfaceifspecialfinishistobeprovidedandcuring etccomplete 015

ProvidingandlayingconcreteM25/20usngRCCforfloorslabongradeincluding finishingthesurfacesmoothetccompete Therateshallbeinclusiveofalltaxes towardsplant&machinerylabouralleads&lifts allfloorsalchargesrequired incudingtransportation,shuttering,centering,formworkasperconditionbeow, etc complete (GroundFloor)

ProvidingandlayingconcreteM25/20usngRCCforfloorslabongradeincluding finishingthesurfacesmoothetccompete Therateshallbeinclusiveofalltaxes towardsplant&machinery,labour,alleads&lifts,allfloorsalchargesrequired incudingtransportation shuttering centering formworkasperconditionbeow etc complete (+0240)

ProvidingandlayingconcreteM25/20usngRCCforfloorslabongradeincluding finishingthesurfacesmoothetccompete Therateshallbeinclusiveofalltaxes towardsplant&machinerylabouralleads&lifts allfloorsalchargesrequired incudingtransportation,shuttering,centering,formworkasperconditionbeow, etc complete (+0300)

ProvidingandlayingconcreteM25/20usngRCCforfloorslabongradeincluding finishingthesurfacesmoothetccompete Therateshallbeinclusiveofalltaxes, towardsplant&machinerylabouralleads&lifts allfloorsalchargesrequired incudingtransportation shuttering centering formworkasperconditionbeow etc complete (+0360)

CUM

015 -- CUM

CUM

015

015 -- CUM

CUM

015

ProvidingandlayingconcreteM25/20usngRCCforfloorslabongradeincluding finishingthesurfacesmoothetccompete Therateshallbeinclusiveofalltaxes, towardsplant&machinery,labour,alleads&lifts,allfloorsalchargesrequired incudingtransportation shuttering centering formworkasperconditionbeow etc complete (+0400) 015

CUM

19
Quantity PLineArea/Perimeter Height/Width No Total Units REMARKS
Sr No Description
--
--
--
--
b1* PCCworksbelowraft slab plinthbeams foundations etc b2* 113863 110246 3131 19676 54271 11817 1707945 165369 46965 29514 814065 177255 PCCBEDINPLAN(AREAOFPCC X015) GROUNDFLOOR+FIRSTFLOOR +TERRACE(PLINE* THICKNESS)

MEASUREMENT SHEET

Providing&layingM30/20,usingRMCforRCCincludngpumpingforfoundation, pilecaps,raftslab,coumn,walls,shearwals,boxcolumn,retainingwalls,plinth beams foorbeams invertedbeams slabs staircase droppardis chajja parapets pergolas trenchslabandbeamsnstructuralfloors loftslabsatall levels,lintelbeams/verticalstiffenersetcincludingRCCundergroundwatertanks, septictanks,effluenttreatmenttanks,overheadwatertanksetccomplete Therate shallbencusiveofalltaxes towardsplants&machinerylabourallleads&lifts allfloorsallchargesrequiredincudingtransportation shuttering centering formworkasperconditionsbelowetc complete

b4 PVCrigidconduitpipesinslabs beams walls,andfloorsetc

Providing&fixingapprovedmake asrequiredanddirectedincoordinatonwthElectrical Contractor,withcouplings,bendsetc ncludingtyingthepipeswthsteel reinforcementsofthestructure makinggoodmasonryandplasterandprovding& pulling16SWGGIwireforelectricwirepulingfaciltyetc complete

i)20mmdia

i)25mm dia

ThisitemisworkedoutbytheElectricalConsultant

b5

Providing&fixingapprovedmakePVCrigidjunctionboxesnconcreteormasonry asrequiredanddirected,includingmakingnecessarychasesinwalls,concrete etc complete

i)150mmdia roundor150mmx150mmsquare&75mmdeep

i)100mmdia roundor100mmx100mmsquare&75mmdeep

ii)50mmdia roundor50mmx50mmsquare&50mmdeep

b6 plinth protectionandpaving b7

Providing&layingConcreteM20/40,usingRMC,inalternatebaysfor ncudingcompacting,vibrating,curing,finishingtocorrect lne&levelwiththeuseofwoodenbottomandsurfacefinallyfinishedwithbrooms asdirectedbyArchitect Jontsofandasprovidedinalternatebaysshallbefilled withbitumenetc

ProvidingandconstructingRCCundergroundwatertankincludingexcavationnall typesofsoil refilinginsdesoftank trimmng dressing levelng stackingand disposalofsurplussoilandincluding:

i)Rubblesoling230thk

i)PCC M20/30belowraft

ii)M-25/20RCCworkinraftslabs sumpbase beams RCCwals columns top slabsetc includingunwrotshutteringtoRCwallsatalleves

iv)TMTreinforcement

v)Waterproofcementplastertoinsideofwatertanks

vi)BoxtypewaterproofingtreatmentforraftandwallsofUGtank

vii)Patentedcementbasedwaterproofingtreatmenttotopofslabs

viii)50mm thk IPStoraftslab

ix)Providingandfixingcastironmanholecovers2nos 600mmdia withlocking arrangements

x)PVCwaterstop150mmdia;embeddedntakeandoutletpipesetc

UGtankcapacity

Providing erecting fixingandcommissioningSintexorapprovedequivalent doublelayeredtanksonoverheadelevatedpedestalasdirectedincludng scaffoldingalaliedplumbng,valves,stopcocks,MCGMcertifiedwatertankcap, incudingcleaningetc

Providing,erecting,fixingandcommissioningSintexorapprovedequivalent doublelayeredtanksonoverheadelevatedpedestalasdirectedincludng scaffoldingalaliedplumbng

C FORMWORK

Notes:

1)TheitemsgivenbelowshallbeasperSectionC:Formworkofthe specifications

2)ContractorshouldsubmitfortheConsultantsapprovaldesignanddrawingfor allformworkshowingsizesofmemberincludingpropsanditsfoundation consideringRMCbypumping

3)Amockupofformworkforcolumns typicalcolumn-beamjunction beams shouldbemadeandonlyafterobtainingapprovaofthemockup,thecontractor willbealowedtoproceedwiththework

4)Allsurfacesofconcreteelementsshallnotbetreatedinanywayunless otherwiseinstructed

5)Allconcretesurfacesshallhavesmoothandevenfinishoriginallybythemselves withoutanyfinishingorrendering IncasetheArchtectisnotsatisfedwththe finishobtained remedialmeasuresforimprovingthemshallbecarriedoutbythe Contractorat hiscost

6)Rateshallincludeuseof5mmthickcompressiblegasketmaterials,fixngagent, adhesivetapeandmechancabuffingofshutterngplates

7)Onlyapprovedmouldreleaseagentshouldbeused

8)Manual/mechanicalcleaningofshutterplatesaftereveryuseisamust

9)Therateshallincludehackingofconcretesurfacerequiredtobeplastered immediatelyafterremovalofformwork

10)Onlynewsteelandplywoodshutteringshallbepermittedforitsfirstuseatsite, anditsnumberofuseswillbesolelywithdiscretionofArchitect

11)Providingcutouts,holes,slits,depressonetc forelectricalfxturesshallnotbe paidseparatey

12)Sizeofthepanelsusedforexposedconcretefinishareasshallbeapprovedby theArchtect/consultants

13)Thesupportingsystemforplatformdoorshalbehavngselfalignmentdevices toensureperfectlineandlevel,andverticalityoftheshuttering,stagingtoacheve requireddegreeofperfection

14)Forquickerectionofshutteringandstagingthesystemshouldhavesuitabe arrangementformovingentiresetintransverseaswelasinlongitudinaldirections andrails/wheelsonanysuitablearrangementwhichwillbeapprovedbythe consutant

RAFTSLAB(PLINE*035)+raft EXTERNALRETAININGWALL+IN BETWEENCOLUMN(PLINEOF ALLCOLUMNS*3)

TLitres

176 195 Litres

20
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units REMARKS b3
b8 b9
a)RaftSlab 035 -- CUM b)RaftColumns 300 -- CUM c)RaftExternalRetainingWalls 300 200 CUM
allcompletetothesatisfactiontotheArchitect 100 -- SQM
completeasperthesatisfactonoftheArchitect (Ground+ 1ToiletBlock) 254 195 Litres
valves stopcocks MCGMcertifiedwatertankcap incudingcleaningetc completeasperthesatisfactonoftheArchitect (Ground FloorToietBlock)
Forthepurposeofthiscourseanapproximateamountisbudgeted DetailsprovidedbyElectrical Contractors ThisitemisworkedoutbytheElectricalConsultant Forthepurposeofthiscourseanapproximateamountisbudgeted PLINTHPROTECTION PERIMETER 106702 1397 10202 2968 1850 90000 16650 5 35 373457 4191 30606 2968

MEASUREMENT SHEET

ThisitemisworkedoutbytheStructuralConsultant Forthepurposeofthiscourseanapproximateamountisbudgeted

Notes:

1)TheitemsgivenbelowshallbeasperSectionD:Reinforcement'ofthe specifications

2)CoverblocksshallbeofgoodqualityconcreteM30/10andshallbevibratedon atablevibratortoreducethepermeability

3)Whereverweldingofreinforcementisspecified thesameshalbecarriedout conformingtoIS:9417orIS:2751 Weldingshallbecarriedoutbyapproved qualifiedweldersonly Onepercenttestingofweldsshallbecarriedforalltypesof weds

4)Overweightofthesteelshalnotbeconsideredforcalculatingconsumptionand paymentpurpose IS constantforweightofdfferentdia ofbarsshalbe consideredforpaymentaswellasconsumptionpurpose

5)Coumnreinforcementbarsarerequiredtobelappedinthemiddeportionof columnsasperIS13920 Properarrangementshalbemadetosupport reinforcementprojectingabovefloorleve Similarlylapswithinadistanceof2D (depthofbeam)or1/4spanfromthefaceofthecolumnarenotallowed The overhangingbarsshouldbeproperlysupported Thecostoftheseworksis deemedtohavebeenincludedintherate

ProvidingandfixinginpositionmildsteelreinforcementofTATA/Vizag/SailSteel ofvariousdiametersforRCC piles,pilecaps,footings,foundations,slabs,beams, columns,canopies,staircases,dowels,chajjas,lntels,pards,copings,fins,arches etc asperthedetaileddesgns drawingsandschedulesincludingcutting weding bendng hookingthebars bindingwithGIwiresandconcretecover blocksetc complete Noseparatepaymentforchairs,laps,wastageandbindng wirewillbemade

Sameasitemd1abovebutforProvidingandfixinginpositionhighyiedstrengths deformedbarreinforcementofTATA/Vizag/SailSteelwithyieldstressnotless thanFe415ofvariousdiametersforRCC piles,pilecaps,footings,foundations, slabs beams columns canopies staircases dowes chajjas lintels pardis copings fins archesetc asperdetaileddesignanddrawingscheduleincluding cutting,bending,hookngthebarsbindingwith18SWGGIwiresincludingwelding andsupportingasrequiredandprovidingconcretecoverblocksatalllevels incudingalleadsandliftsetc complete Noseparatepaymentforchairs laps wastageandbindingwirewillbemade

Sameasitemd2above butforTMTSteelReinforcementofTATA/Vizag/Sail Steel

StainlessSteel304screws,nails,bolts,fasteners,etc foralrepairworks

Providing,fabricating&fxingnpositionRSandCRsteesectons asperdesignwithMSquadranttracksandguidewheelsandallotherfixing accessoriesasspecified&directed weighing40kgpersqm andpaintedwithtwo coatsofEpoxypaintandtwocoatsofEnamelpaintandcompletewthpivot aldropsetc --

Providingfabrcating erectingandfixingSquaresolidSections foranysizeand shaperailings,withoutperforatedsheets,asperdetaileddrawngsanddesign incudingnecessaryanchorng,includingcleaning,sandblasting,threeormore coatsofepoxypaintetc completetothesatisfactionofArchitect etc compete -- --

Note:

MeasurementshallbetakenforcompletelaidroofinsquaremeterOverlapswill notbepaidextra Therateshallincludeallthematerial labourbolts nut washers andtoolsandplantsetc complete

RCC slabof150mmthicknessasroof Thecostshalbeincusveofalltaxes

Allnecessaryscaffolding craneandaccessoryworktobeusedincarryingoutthe worksistobeincludedinthecost Thecontractorshallhavetotakeduecareof thesurroundingbuildingandseetoitthatthefacadeskinanditselementsarenot

Note:

1)Theitemsgivenbelowshallbeasper'MasonryWork'ofthespecifications

2)Rateshouldbeinclusiveofscaffolding,curingandalsodewatering&keeping surfacedryduringconstruction

3)CementformanufacturingconcreteblockstobeprovidedbyContractor

4)Onlyselfsupportingscaffodingwillbeallowed nohoesinmasonrywouldbe permitted

5)Contractorwillberesponsibleformakinggoodallthesurfacesofbrck/block masonrywallinitsoriginalformwhereverinchasingthewallisdoneforproviding servicelineslikeelectrical,telecommunicationandwatersuppyandpumbingetc

6)Factoryincudingbockmakingmachineformanufacturingofconcreteblocks shallbeapprovedby Architect-in-charge

7)Thecementforblockmasonryshallconfrmtotherequirementofminimum cementrequirementforPCC ofconcretespecifications

8)Requiredquantityofconcreteblocksaretobemanufacturedwithgroovesto accommodatethecondutpipes/waterpipesetc Thegroovesshouldbestaggered onbothsides

9)Therateforconcreteblockmasonrywallsshalbeincusveofproducinghalf blocksandoddsizedblockstosuittheconstruction

10)Mortarsforallmasonryworkshallbemixedinanapprovedmortarmxeror concretemixer

11)Handmixingofmortarwilnotbeallowed

12)Onlyriversandand43gradecementshalbeused

13)Washingofsandinrotaryscrewtypewashingmachinesisamust

14)Bricksusedshallbeoffirstclassandshallbeofregularinshapeandtheir edgesshouldbesharpandshallbefreefromcrack Brickshalbefullysoakedin cleanwaterbysubmerginginatankforaperiodof12hoursimmediatelybefore use

Kg

21
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units REMARKS D REINFORCEMENT d1* d2* d3 d4* E STRUCTURALSTEELWORKSANDOTHERFABRICATIONITEMS e1 compound gate e2 F ROOFING f1 G MASONRYWORK 1300 157 380000 873424 SQM
--
Kg
damagedintheprocessofcarryingoutthiswork 54589 016 CU M
000 380000

MEASUREMENT SHEET

15)Contractorwillberesponsbleformakinggoodallthesurfacesofbrick/block masonrywallinitsoriginalformwhereverinchasingthewallisdoneforproviding servicelineslikeelectrical telecommunicationandwatersuppyandpumbingetc

Providingandlaying230mmthickbrick(firstclass)masonrywallin1:6C:M above plinthoratalllevelsincludingforoddshapedwalls brckfins coumns etc incudingstrikngjoints,rakingoutjoints,scaffolding,curingetc complete (Min cementcontent15Bag/cum) (GroundFloor)

a)For300mheight

b)For360mheight

c)For400mheight

d)For470mheight

Providingandlaying230mmthickbrick(firstclass)masonrywallin1:6C:M,above plinthoratalllevelsincludingforoddshapedwalls brckfins coumns etc incudingstrikngjoints rakingoutjoints scaffolding curingetc complete (Min cementcontent15Bag/cum) (FirstFloor)

Providingandlaying115mmthickbrck(firstclass)internalmasonrywallin1:6 C:M,aboveplnthoratalllevelsncludingforoddshapedwalls,brickfins, columns,etc ncludingstrikingjoints,rakingoutjoints,scaffoding,curingetc compete (Mn cementcontent15Bag/cum)

LengthofRunningWall

SQMT

PCCcoping

Providingandfixing overterraceparapethavingdimensions230mm wideand300mminheightoveramortarbeddngofCM1:6/Limemortar1:3

ProvidingandfixingRCCLntelsandSillhavingdimensions230mmwideand100 mm thicknessoveramortarbeddingofCM1:6/Limemortar1:3ofvaryng

Notes:

1)Theitemsgivenbelowshallbeasper'Plasteringofthespecfications

2)Scaffoldingforplasteringshallbeofselfsupportingtype Holeswilnotbe allowed tobemadeinthemasonryorRCCworkforanchoringthescaffolding

3)OnlyRiverSandshouldbeused Howeverwashngofsandinrotaryscrewtype washingmachinessamust

4)Mortarforplasteringworkshallbemachinemixedinamortarmixerorconcrete mixer Handmixingofmortarwillnotbeallowed

5)Therateforplasteringshallalsoincludeprovidingandmxing/applyingan approvedbondingagentasperdirectionofArchitect-in-charge,andasoapplying approvedhack-aidonsurfacereceivingplaster

6)Only43gradecementshallbeused

7)Rateshouldbeinclusiveofscaffoldingandcuringshallbestartedassoonas theplasterhashardenedsuffcientynottobedamagedwhenwatered Theplaster shallbekeptwetforatleast10days

Providing12mmthickInternalcementplasterntwocoatsincementmortar1:4 with/withoutneeru,finished smoothforallRCC/brickblockmasonrywork incudingcuring,andscaffoldingetccomplete (GroundFloor)

a)For300mheight

b)For360mheight

c)For400mheight

d)For470mheight

e)For450x450mmColumns

f)ForCeiling

Providing12mmthickInternalcementplasterntwocoatsincementmortar1:4 with/withoutneeru finished smoothforallRCC/brickblockmasonrywork incudingcuring andscaffoldingetccomplete (FristFloor)

a)For300mHeight

b)ForCeiling

Providingsandfaceplasterexternallyntwocoatsusingapprovedscreenedsand inallpositionncudingprovidingbasecoatof18mmthickincementmortar1:4 mixingapprovedwaterproofcompoundattherateof1kg/50kgofcementand curngthesamefornotlessthantwoweeksandkeepingthesurfaceofbasecoat roughtoreceivethesandfacedtreatment8mmthickncementmortar1:4and finishingthesurfacebytakingoutgrainsandcurngfor14daysincludingpreparing surface wateringandscaffoldingetc complete (GroundFloor)

a)For300mheight

b)For360mheight

c)For400mheight

d)For470mheight

Providingsandfaceplasterexternallyntwocoatsusingapprovedscreenedsand inallpositionncudingprovidingbasecoatof18mmthickincementmortar1:4 mixingapprovedwaterproofcompoundattherateof1kg/50kgofcementand curngthesamefornotlessthantwoweeksandkeepingthesurfaceofbasecoat roughtoreceivethesandfacedtreatment8mmthickncementmortar1:4and finishingthesurfacebytakingoutgrainsandcurngfor14daysincludingpreparing surface wateringandscaffoldingetc complete (FirstFloor)

Providing&applyingacontnuouscementplasterdripmouldofsize50mmwide and15mmthickunderRCCpardi,chajjaandaroundwindowopeningsatalleves incudingnecessaryscaffolding stagingetc andcuringcompete

SQMT

SQMT

22
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units REMARKS
- -
SQMT
-
SQMT
-
RUNNING MT
lengths: -- -- -RUNNING MT a)1200mm 3360 b)2000mm 3400 c)600mm 1440 ProvidingandlayingBB cobainalpositionssuchasplinths 13140 045 5913 CUMT
-- -- SQMT
SQMT
SQMT
SQMT
SQMT
-- -- SQMT
SQMT
SQMT
-- --
-- --
-- -- RMT g1 g2 g3 g4
g5 g6 H PLASTERING,POINTING h1* h2 h3 h4 h5* 57497 40408 7032 3936 6121 4729 138 30641 8200 3360 3400 1440 8929 40408 7032 3936 6121 693 24863 118848 81927 36921 68305 62185 41762 300 360 400 470 300 460 300 30641 000 300 360 400 470 000 000 000 41762 WallSurfaceinElevation WallSurfaceinElevation

MEASUREMENT SHEET

Notes:

1)TheitemsgivenbelowshallbeasperPantingofthespecifications

2)ScaffoldingforPaintingshallbeofsefsupportingtype Holeswillnotbe allowed,tobemadeinthemasonryorRCCworkforanchoringthescaffolding

3)ThebrandsofthePaintshallbespecifiedandreadymadepaintofrequired shadeshouldbeused

4)Thesurfaceshallbemadeperfectlysmoothbyrubbingwithsandpaperof differentgrades

5)Allholesandopenointsshoudbefilledwithstrongputtyorwthamixtureof glueandplasterofparisandsmoothenedbyrubbingwithsandpaper

6)Insteelwork alscales dirt suppliersdeliverymark oil greaseetcshalbe removedwthsandpaperbeforepantng Specialcareshallbetakenforcleanng thecorners

7)Eachcoatsshallbeallowedtodryupperfectlybeforethesucceedingcoatis laidoverit

8)Rateshouldbeinclusiveofscaffolding,curingandalsodewatering&keeping surfacedryduringconstruction

Providingandapplying3coatsoveracoatofprimerofoilbounddistemperof approvedshadeandofapprovedmakeoverconcrete/plasteredsurfaces incudingpreparingofthesurfaces,scaffoldingetc completeinallrespects (GroundFloor)

Providingandapplying3coatsoveracoatofprimer,ofoilbounddistemperof approvedshadeandofapprovedmakeoverconcrete/plasteredsurfaces incudingpreparingofthesurfaces scaffoldingetc completeinallrespects (First Floor)

Paintingofwoodensurfaces

Thoroughscrappingofexistingemulsions/synthetic/oilpaintfromtheteakwood membersasmentionedunder,inclusiveofframesuntilandunessdirected Sand paperngtoremoveanyscalesofthatpant thoroughlycleaning fillngofcracks withlambifllerandapplying1coatofapprovedpinkwoodprimer(AsianorBurger make)andapplying1to2coatsofapprovedputtyofAsianorequivalentoras directedandappying3coatsofSyntheticenamelpaint(Asian,Dulux,ICIor Bergeraspermanufacturersspecifcationandasdrectedtillnecessaryfinishhas beenachieved Useofmaskingtapescompulsorilyandmeasuredandpaidfor1 sqft flatsurfacearea Noextrasforcarvings,mouldsetc shallbeconsidered

Notes:

1)TheitemsgivenbelowshallbeasperFlooringofthespecifications

2)Atleast6samplesforallfinishingitemsofwork fromdifferentapproved sourcesshallbesubmittedbeforestartingtheworkforapproval Archtectin chargedecisionregardingtheshade qualityandthesourceisfinal Alllike materalsofflooring cladding etctobefromsamebatchasperapprovedsample

3)Rateshallbeinclusiveofalexposedstone/tileedgestobechamfered,hand polishedandmouldedasdirected

4)Ratesforverticalcladdinginstoneofthicknessfrom6mmto25mmshallinclude exposedrightanguarcornerjointsfinishedandedgespolishedandmouldedas perArchitectsinstruction withcutting6mmgroovesandalsoedgepreparationto suitcornerangles

5)Skirting/dado/claddng,becauseofvaryingheightwillbemeasuredandpaidon squaremetrebasisinsteadofonrunnngmetrebass

6)Therateforflooring/claddingshouldbeinclusiveofbeddng/backcoatas specified Thethcknessofmortarbeddingorbackcoatspecifedisminimum Thisthicknesswllvaryaccordingtothethicknessofflooringorcladdingmaterial soastosuitthespecifiedlevelorline TheContractorshallberesponsiblefor properbondingbetweenbackingcoat&masonryworkorRCCworkandhisrate shallbencusiveofprovidingandappyingapprovedbondingagent

7)Foralverticalcladding,anapprovedchemicaladhesivefortilesasper manufacturersinstructionsshallbeusedandtheratesquotedshallbeinclusiveof thecostofthisadhesive forathickness3mmto4mm

8)Unessotherwisespecified alsizestobeinmetricsystem

9)Scaffoldingforexternalcladdingshallbeofselfsupportingtype Holeswillnot beallowedtobemadeinthemasonryorRCCworkforanchoringthescaffolding

10)Therateforverticalcladdingshoudalsoincludetheworkonisolatedcolumns, chamfers etc

11)Noseparatepaymentwillbemadeforprovidingandfixing,oddsizedtiesof anyshapeandszetosuitconsultantrequirement

12)White/ColouredcementwthmatchingpigmentsorJohnsonBALgroutwith appropriatecolourshallbeprovidedbyContractorathiscost

13)TheContractorshallprovidesutablesupportsforsupportingthecladdingtiles andremoveitonlyafterthetileshavefirmlyadheredtoitslocation

14)Edgesofcladdingtilesfixedonthecornersofthecolumnsandwallsshouldbe polishedasperdirectiveofArchitect,orasndicatedinthedrawings

15)Themaximumthicknessofthepastepreparedbyusingtileadhesiveand appliedonthewallandcolumnsurfacesshouldnotbemorethan3mm

Contractorshallhavenoextraclaimsonaccountofincreaseinthethicknessofthe pastebeyondmaximumthicknessasspecifiedaboveduetofaultyworkmanshipor anyotherreason

16)Mortarrequiredforbedding/backcoatshallbemixedmechanicallyinmortar mil Onlyriversandshallbeusedinthemortar

17)Allfixtures electricalpoints ightsetctobealightedwithtiing groovesand pattern,flushwiththewallfaceasperdetailsanddrawings Amockupforthe sameshallbegotapprovedfromArchtect

18)Thecontractorsarerequiredtostudydrawingscarefullytounderstandfxing detailsofflooring skirting claddingetc tokeeprequiredgroovesbetweendifferent finishesatdoorandwindowlocationsflooringandskirtingjunction wallandceiling junctionetctomatchflushlinei e verticalplaneofwallandskirtingetc

19)Rateshallbeinclusiveofcostofscaffolding grouting curng finapolishingby non-slipwaxpolishandcleaningofsurfacesandalsodewatering&keepng surfacedryduringconstruction

20)Asample/mockupofflooring cladding etctobegotapprovedfrom Architect

21)Alladditionalgroovestobeprovidedinvertical horizontalanddirectionas shownindetaleddrawingsorasdirected

22)Tomakewallcladdingsurfaceandskirtngsurfaceflush wallatskirtinglevel shallberequiredtorecessnsdeasperfixingdetais Thenecessaryrecessesin RCCwaletcshallbetakenatthetimeofconstructonitself

SQMT

SQMT

23
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units REMARKS J PAINTING j1* j2 j3 K FLOORING&PAVING&SKIRTING
-- --
-- --
-- --
SQMT
8929 8929 118848 118848 1901 1901

MEASUREMENT SHEET

Providingandlaying25mmthickIndianPatentedStoneflooringncementmortar, incudingprovdingjointsandgroovesasdirected inpatchesorinlargerareas withpropercuringetc

Providingandlaying25-32mmthickhandcutandmirrormachnepolishedgreen kotastoneflooringsquare550x550mmfinishedsizeandofapprovedcolourand shadeinsmalerpatchesforrepairornlargerareasincluding20mmthick1:2lime mortarbeddingor1:6cementmortarbedding tobecompactedproperlyby suitabemethodasapprovedbytheArchitect beforelayingKotahstonen position Jointsfinishedwithneatcementslurry,widthofjontshallbebetween 10mmto150mmlayingasperdesign,includng3coatsofmachinepolishing

ProvidingandfixingMattetiles{Kajaria,Johnson,somanyorapprovedequivaent} 600x300mminsizeandminmum10mmthickfordadooftoietsinrequired positionaidonabedof1:4cementmortar plasterof12mmthicknessincluding neatcementbacking,fillingjointswithwhitecementslurry,curingandcleaning compete (BaseprceoftileRs500/sqm)

Providingandlayingfullbody10mmthickAntiSkidCeramictilesofRestile/ Pedder/Johnson/Nitcooranyapprovedmakecolourorofsize300x300mm incusveofbeddingofCM 1:4 forlocalisedrepairsorinlargequantities for flooring/dado,andwithcementfloatandJohnsonbalgrout Skirtingof100mm heightwththesametileastheflooring

Providingandfixing25to32mmthickpartitionsofbothsidesandedge polished/mouldedgranitestoneofapprovedqualityandcolourforparttionsfor urinalsincludingcuttingholesofrequiredsizesforpipesetc complete

PaverBlocks

Providingandlayingprecastconcreteshotblasted blackcolouredsquarepaving blocksofsize150x150x60mmthkeach(M:35gradeconcrete)ofapproved pattern colourandmake(BasantBetonorapprovedequivalent)ofcompressive strengthof450kg/sqcm homogeneouscross-section granitechps overa50mm thk(orasrequiredtoadjustlevelsonsite)layerofcleansandcushionincluding spreadingsand,layingtheblockstotherequiredslope,leveling,compactingwith vibratorycompactorfllingthejointswithdrysand cleanngthesurfaceetc Wth allabourandtransportationtositeandasperthedrectionsoftheArchitect

DOORS,WINDOWSANDPARTITIONS

Notes:

1)CarpentryandJoineryTimberSteelcasement AluminumDoorsWindows skylightsopenable,slidingwindows,rollingshuttersandpolycarbonatesheet, curtainwalls etc

2)Foralaluminumworks thecontractorshallsubmitshopdrawngforeachitem ofworkindicatingthesectionofaluminum tsweightandjoinerydetailandtotal weghtofwndow/door/partitionwalsetc Whereverpossiblerivetingshallbe resortedtoforconnection Alternativelyhotdippedgalvanizedpinheadedsheet metal/brass screwscoudbeused Nomildsteelwithouthotdippedgalvanizing shallbeusedforanyfastenings etc

3)TheratesshallnotbepaidseparatelyforAluminumsectionsusedonweght basis

4) Therateshallbeinclusiveofproviding&fixingglasspanelsincludescostofall typesoffixturesandfasteningsmadeofanymaterials neoprenerubbergaskets screws etc

5)Contractorshallsubmitsamplesofassembysectionsfromdifferent manufacturersforapproval Architectdecisionshallbefinal

6)Allointsbetweencivilworkandaluminumframesshalbesealedandmadear tightbyapplyingSilconesealantorequivalentasapprovedatContractor'scost

7)Ratesforrepairsaswellasprovidingandfixingofnewdoors windows sky lght,rollngshutters,etc inthissectionshallbeinclusiveofaltheitemsof hardware/fittngsandnoextrashalbepaidtothecontractortowardsthecostof hardware/fittngs

8)AllHardwareshouldbeaspersamplesapprovedbyArchitect Providingand fixingfollowinghardwareitemsinoxidzedbrass(unlessotherwisestated) incuding,fixingwithappropriatescrewsandfastenersinbrass/stainlesssteel metalscrews(Nettlefoldorequivalent)whereverspecfiedetcofapprovedmake typeandthickness:

9)Providingandfixingthehardwarecompleteinallrespectswithnecessarypins plates screwsetc(Allfittings&fxturesshallbeofHeavydutybrassoffirstquality)

10)Allhardwareandhingesshalbeofpalladiumorapprovedequivalentbrand all otherhardwareshalbeofDormaorapprovedequivalentbrand

11)Hinges:Ralwaytypeheavydutyhingesinbrassoxdizedwthstainlesssteel pinsofdiameternotlessthan4mmandleafthicknessnotlessthan4mm(125mm x65mmx4mmto300mmx65mmx4mm)

12)Hnges:Parliamentarytypeheavydutyhinges5mmthickbrassoxidized

13)Towerboltshavingboltdiaof10mmnbrassoxidized inbrassbody600mm longetccomplete

24
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units REMARKS 23)Only43gradecementshallbeused
-- -- SQMT
complete (RoofTiling)
afterlaying curing cleaningcompleteasdirected (ParapetSeatng) 055 -- SQMT
-- SQMT Sameasitemk2abovebutfortreadswithmouldingfornosng antiskdgrooves etc complete -- -- -- SQMT a)120mwide 025 120 2300 SQMT b)140mwide 025 140 2100 SQMT c)200mwde 025 200 2300 SQMT d)400mwide 025 400 300 SQMT e)420mwide 025 420 1100 SQMT f)460mwide 025 460 300 SQMT g)600mwide 025 600 700 SQMT Sameasitemk2abovebutforriserwthmouldingfornosing antiskidgrooves etc complete -- -- -- SQMT a)120mwide 016 120 2300 SQMT b)140mwide 016 140 2100 SQMT c)200mwde 016 200 2300 SQMT d)400mwide 016 400 300 SQMT e)420mwide 016 420 1100 SQMT f)460mwide 016 460 300 SQMT g)600mwide 016 600 700 SQMT
Sameasitemk2butforclassroomflooringof10mmandskirtingof100mmheght
-- -- SQMT
-- --
SQMT
--
1200 SQMT
-- --
SQMT
k1* k2 k2 k3 k3 k8* k9 k13 k15 M
50763 5980 55909 53751 14566 067 38117 50763 3289 55909 5425 69 735 115 3 1155 345 105 3472 4416 4704 736 192 7392 2208 672 53751 14566 804 38117 CarpetAreaoftheFloorFinish

MEASUREMENT SHEET

14)Doorhandles 'DormaTGDI35025Spulhandle,25mmda,350mmlongor

DORMATG9155ormatchingwithexistinghandleasspecifiedandapprovedby theArchtect

15)BrassoxidizedBabylatches 75mmongwith25mmx8mmthckboltcompete withknob Vacant/Engagedetcasperapprovedsamples Brassaldropsshall matchexistingoriginaaldropsinthebuildingandshallbereusedorfabricatedto matchtheoriginal

16)ConcealedtypehydrauicdoorcloseroropendoorcloserofDormaor equivalentbrandwithDormadoorstopperspringloadedwithrubberbushandfoot release

17)PlainMorticelocks6leversLatchBoltofGodremakeequivalentwithbrass bodyandchromeplatedflatpatetoedgeofdoorincludingfixingtotimberor aluminiumshutterframesetccomplete

18)Sameasaboveitem(16)butwithdeadlock

19) 3mmthickSSkick/pushplatefxedwithSSscrewsof150-400mmdepth (CP brassdomicalhead)

20) Doorbufferwithrubber/PVCbushshutterorwallmounted

21)Providingandfixing andrepairrateswilalsobeinclusivealdrops handles stopperetc alcomplete

WoodenDoorsFrames

Providingandfixing1stclassteakwooddoorframes(BTC)ofallsizesincluding makingsingleordouberebatesforshuttersasperdrawing 6FischerUniversal FramefixingFUR10x135T/FUR10x150Torequivalentfastenerinsteadof holdfastforfixingframestoconcretemembersormasonrywallsapplying solgnumontimbersurfaceincontactwithmasonry/concreteandDucoPaintor polishofapprovedcolourandmake includingmouldedarchitraveetc complete

AluminiumSilddingWindow

Providingandfixingfrostedorwiredglass6mmthickforouvered/glazed

Providing,fabricatingandfixinginpositioncolouranodisedextrudedauminium slidingwndowsfabricatedoutofextrudedwindowsectionofheavy11/4 seriesof Jindal/orequivalentsections(ie pipes framesandtracksetc)comprisingof lockingarrangement 55mmthickplainModiglassorequivalentincluding necessaryaccessoriessuchashandles,withneoprene/rubbergasketwithhinges, lockingarrangementandwoodenencasementwherevernecessaryincluding maskingofwindowsilsbeforecompletionofwork demaskingaftercompletion cleaning ratetoincludecolouranodisngallaluminiumsectonstoathicknessof anodicfimnotlessthan20micronsetc completeasdirected

Providingfabrcatingandfixinginposition2trackcolouranodisedextruded aluminumsectionsofJindalorequivalentapprovedmakeforsidingwindows, openablecomprisingofouterframe(035kg/rm),shutterframe(050kg/Rm), glassshutter--(040kg/Rm) mullionforouterframe(055kg/Rm) locking handlesandpullhandeforeachshutteronepairSS frictionhingesforeach shutterand5mmthickclearfloatglassModiorwiredglassorequivalent with neoprene/rubbergasketwithhinges,lockingarrangementandwooden encasementwherevernecessaryincludingmaskngofwindowsillsbefore competionofwork demaskingaftercompletion cleaning ratetoincludecolour anodisingallaluminiumsectionstoathicknessofanodicfilmnotlessthan

Providingfabrcatingandfixinginposition2trackcolouranodisedextruded aluminumsectionsofJindalorequivalentapprovedmakeforsidingwindows, openablecomprisingofouterframe(035kg/rm),shutterframe(050kg/Rm), glassshutter--(040kg/Rm) mullionforouterframe(055kg/Rm) locking handlesandpullhandeforeachshutteronepairSS frictionhingesforeach shutterand5mmthickclearfloatglassModiorwiredglassorequivalent with neoprene/rubbergasketwithhinges,lockingarrangementandwooden encasementwherevernecessaryincludingmaskngofwindowsillsbefore competionofwork demaskingaftercompletion cleaning ratetoincludecolour anodisingallaluminiumsectionstoathicknessofanodicfilmnotlessthan 20micronsetc completeasdirected

Notes:

1)Thecontractorwillgivea10yearsguaranteeoftheworkundertakenon Rs100/-Stamppaperontheapprovedformatdulyregistered

2)Tenpercentamountofvalueofworkswilberetainedfortheperiodoffiveyears fromthedateofactualcompletionofthework,willbereleasedprogressivelyat fourpercentaftertwoyearssubjecttoattendinganyrectificationofdefectsand balanceamountsbytheendoffiveyears

3)Allworktobedonethroughspecalistwaterproofngandstructuralrepair agenciesshallbeundertakenonlyontheapprovaloftheArchitect

2000x1200 1700

70mmto75mmthickproprietarybrandcementbased waterproofing(boxtype)forbottomRCCraftslabandsidesofRCCwalls

Providingandapplying of watertanks septictanks effluenttreatmenttanks etc including providingleak prooftreatmentby injectiongrouting toconcretemembersat10mcentresinboth directonsandalsoatallconstructionjoints,andprovidingandfixng20mmto 25mmthickroughShahabadstoneorotherapprovedstonetilessetin20mmthick

1:3waterproofcementmortarandfnishingthebylaying/plastering with20-30 mmthickC:Min1:3withwaterproofcompound(Contractortogivecompete specificationsforwaterproofingsystemheproposetocarryout)

25
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units REMARKS
2100x950 2000 2100x 1600 600 2100x 850 2000 2100x1100 400
windows 950x440 2800 950x890 1700 709x450 2400 280x200 2400
1100x1100 2800 1900x1100 1700 500x770 2400
20micronsetc completeasdirected 1200x1200 2800
11490 SQ M Providingandlaying coba inallpositionconsistingofspecialisedapprovedwaterproofingcompoundand materalasperspecificationswithallleadandlift 13150 SQ M m1* m7* m12* m14* N WATERPROOFING n1*
n4 waterproofinginWCandbathroomincludingBB 11490 13150

MEASUREMENT SHEET

Providingandlayingcementbased with bricksbatslaidinrequiredslopetodrainthewaterforanyspanafterceaningthe basesurfaceapplyingacoat ofcementslurryadmxedwithapproved waterproofingcompoundandlayingthebrickbatsonbottomlayerinC:M1:5 admixedwithapprovedwaterproofingcompoundfillinguptohalfdepthofthebrick bats,curngthislayerfor3daysapplyngcementslurryoverthislayerjointingof brickbatswithC:M1:3admixedwithapproved waterproofcompoundandfinally topfinishingwithaverage20mmthicklayersofcementmortaraddedwithjute fiberat1kgperbagincludingfinshngthesurfacesmoothwithcementslurry admixedwithapprovedwaterproofingcompound

Tleointfilling

Providingandfillngcementbasedtilejointsealingcompound(JohnsonBalGrout orequivalent)inbath/WC/toilet/flooringtilesincludingrakingoutoldloose jointingmaterial,curingetc complete

Gapssealing

Providingandfillnggapsbelowdoorframes aroundNahanitrapswith Roffe-grout-GPorequivalentincludingcleaningthesurfaceofallloosematerials curng,mixingaspermanufacturersinstructonsetc complete

SECTION-IV: MISC

Notes:

1)Rateshallincludeminorcivilwork scaffolding electricaworks dismantling lasoningcost,steeitems,etc

2)Thequotedpriceshallbeinclusiveofcentralexcseduty,VAT,octroiandservice taxandallotherapplicabletaxes Thisquotationshallnotbesubjecttoprice varatoncost

3)Thecontractorshallmakenecessaryarrangementstoprovidesuitablelockable weatherproofstoragespaceforthematerialsandshallalsostacktheexisting dismantledmaterialinasafesecureplaceforthedsposalofthemunicipal authorities

4)Thecontractorshallincludeinthequotation60monthsfreemaintenance,which willbecommencedfromthedateofcompletionofproject

5)Thecostshallbeinclusiveofallpreparatoryworkandnoextracostwilbe providedtowardsthisitem

7) Therateshallbeinclusiveofproviding&fixingglasspanelsincludescostofall typesoffixturesandfasteningsmadeofanymaterials,neoprenerubbergaskets, screws etc

6)Foralworksinthissectionasspecifiedbytheconservationarchitect the contractorshallsubmitshopdrawingforeachtemofworkindcatingthesections materals,its oinerydetailetc Whereverpossiblewoodenpinsshallberesorted toforconnecton Aternativelystainlesssteel/brass screws/boltscouldbeused Noothernails/screwsshalbeusedforanyfastenngs etc

8)Contractorshallsubmitsamplesofassembysectionsfromdifferent manufacturer'sforapproval Architectdecisionshallbefinal

9)Allointsbetweencivilworkandtimberframesshallbesealedandmadeair tightbyapplyingSilconesealantorequivalentasapprovedatContractorscost FabricationandinstallationofInformationSgnasspecifiedinthedrawings

Providing&fixinginposition inaluminumextrudedbrown anodizedsectonwthlettersinvinylonbothsdescoveredwithacrylicsheetand asperapprovedsamplebyArchitectfxingasdirected

SECTION-V: ELECTRICAL

50764

SupplyInstalaton TestingandCommissioningofEarthingstationasperIS3043 consistingof40mmGI3000mmlongpipe suppliedwithfunnelattopincluding saltcharcoal masonrychambertestlnkbox hardwarencudingexcavationand masonryworkwthcastironcoverforthechamber

Supply&Layingof followingsizesofstrips &wiresfromearthingchamber/Gridto theelectricalequipment&terminatingthesame Theportionofthestrpunder groundshalbelaidatadepthof600mmandonsurfaceshallbefixedwith spacers&clamps&asoonTrayExcavation&allciviworktobeincluded 25mmx3mmGI stripforDistributionBoard(FirstDistrbutionBoardinacluster ofDistributionBoards)

8SWGGI EarthingwireforLighting&PowerDistributionBoard

SupplyInstalaton testng andcommissioningof3phaseenergymetersuitable forunbalanceloadandincludingnecessarycutoutandjumperwiresetccomplete aspersupplycompanysrequirement

Supply,Instalaton,testng andcommissioningofTPNMCB16A andincludng ncessarycutoutandjumperwresetccompeteaspersuppycompanys requirement

SupplyInstalaton testng andcommissioningofTPNMCB40A andincludng necessarycutoutandumperwiresetccompleteaspersupplycompanys requirement

Supply,Instalaton,testng andcommissioningofTPNMCB32A andincluding necessarycutoutandumperwiresetccompleteaspersupplycompanys requirement

Supply&InstallationofstandardmanufacturersDistributionBoardforLighting It shallbeastandardBoardwithdoubledoor&suitableforrecess mounting&shall beasfollows Scopeincludesmountingarrangementincludngnecessarysteel hardwareetcWiresinDB tobeproperlydressedwithbuttontapeandwithlugs, labelsetc

Incomer40ATPNMCB-1No 40A,30mA,2P,RCBO-3NosOutgoing 6/10ASP

MCB-24Nos

1800 ThisitemisworkedoutbytheElectricalConsultant Forthepurposeofthiscourseanapproximateamountisbudgeted (LDB)

26
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units REMARKS n5* waterproofingtreatmenttoterrace n13* n14* 3* a) signageboard 1 EARTHING a 2 EARTHINGSTRIPS/CONDUCTOR a b 3 METER a b c d 4 DISTRIBUTIONBOARD a 5 CABLES&TERMINATIONS
50764 SQ M

MEASUREMENT SHEET

Supply,Instalaton,Testing&CommissionngofPVCArmouredCablefixedto wals,Ceilingswthclamps,spacerssaddlesorlaidinreadymadetrenchortiedto cablestraywithcableties tagsetc asfollows 1100VgradeasperIS

Installation Testing&Commissioningofcables(onwalls trays) PVCnsulated 1100Vgrade,steelarmoredasperIS1554withlatestamendmentincluding spacers,saddles,tags, etcThecablesto beproperlydressed

4Cx16SqmmALAYFY

3Cx10SqmmALAYFY

4Cx10SqmmAYFY

3Cx4SqmmAYFY

3Cx6SqmmAYFY

3Cx25SqmmAYFY

TerminatonofcableswithHeavydutySiemenstypeglands&lugs Lugsused shouldbeCopperforcoppercabes&Aluminiumforauminiumcable Scopeto incudeallmaterial&labourincludingpropertools,Insulationtape

4Cx16SqmmALAYFY

3Cx10SqmmALAYFY

4Cx10SqmmAYFY

3Cx4SqmmAYFY

3Cx6SqmmAYFY

3Cx25SqmmAYFY

Pointwirngforlight,bellpoint ScopetoncludecircuitWiringforlighting&the lghtswitchboardwithswitches&furtherwiringtolightpoints Theswitchboard shallberecessmounted/surfacemountedofGIstandardasperthesupplierThe pointWiringshallconsistof3x15Sq mmcopperwire PVCinsulated 1100V gradeinPVCconduit/PVCcasingcaping Thewires&conduitsshallrunfromthe switchboardtothendividualpoint&circuitwirngshallbeof3x25mm2copper wirefromdistributionboardtothe switchboard Modularplatetypeswitchestobe used6ASwitchSocketonswitchboardtobencudedInmajorityofthecasesthe lghtsaregroupswtchedfromtheDistributionBoardinwhichcasethewreshall be3x25mm2 AllwresshalbeFRLS

PrimaryLightPointwiringofaveragelengthupto5meterslengthofwre

PrimaryLightPointwiringofaveragelengthupto55to10meterslengthofwire

PrimaryLightPointwiringofaveragelengthupto105to15meterslengthofwire;

PrimaryLightPointwiringofaveragelengthupto155to20meterslengthofwire;

SECONDARYLIGHTPOINT(FirstLighttosecondlightpointUpto5metersof lengthofwire3x15sq mmwires

SECONDARYLIGHTPOINT(FirstLighttosecondlightpointUpto55to10 metersoflengthofwire3x15sq mmwres

SECONDARYLIGHTPOINT(FirstLighttosecondlightpointUpto105to15 metersoflengthofwire3x15sq mmwres

SECONDARYLIGHTPOINT(FirstLighttosecondlightpointUpto155to20 metersoflengthofwire3x15sq mmwres

FanpointwiringshallbesameasPrimarylightpointpointwithindividual controlWireofsze3x15sq mmsizeshallrunfromtheswitchboardtothefan pointthroughPVCconduit/PVCcasingcaping ThecircuitfromtheDBtothe switchboardshallbe3x25sq mmwiresSpaceforregulatortobeprovidedinthe switchboard Upto5Metersof lengthofwre

FanPointwiringwiringlength55to10meterlength

FanPointwiringwiringlength105to15meterlength

FanPointwiringwiringlength155to20meterlength

Exhaustfan/WallFanpointswiringshallbesameasPrmarylightpointwith individualcontro&6Asocket&top@thefanpoint Wreofsize3x15mm2size shallrunfromtheSwitchBoardtothefanpointthroughconduit Thecrcuitfrom theDB totheSwitchBoard with3x25mm2wire

Pointwirngfor6Ampswitchsocketpoint Scopetoincluderunnngof3x25mm2 copperwire PVCinsulated 1100VgradeinPVCconduit Wirestoberunfromthe PowerDstributionboardtotheIndividualsocketsupto4socketscanbeoopedon onecircuitWorkstationRawpowerAllwiresshallbeFRLSWiringengthupto5 meters

6Asocketpontwiringlength55to10meters

6Asocketpontwiringlength105to15meters

6Asocketpontwiringlength155to20meters

Pointwirngfor6/16Amp switchsocketpoint ScopetoncludecircuitfromDB toindividualpoints Conduit,accessores&wireswth3x4mm2copperwiretobe laidfromDBtoindvidualsocket TwosocketpercircuittobeconsideredAllwires shallbeFRLSWiringengthupto5meters

6/16APointwiring55to10meterengthofwire

6/16APointwiring105to15meterlengthofwire

6/16APointwiring155to20meterlengthofwire

6/16APointwiring205to25meterlengthofwire

Supply,Instalaton,Testing&Commissionng6Aswitchsocketoutet&box consistingofModularplatetypeswitchesincludingconnections

Supply,Instalaton,Testing&Commissionng6/16Aswitchsocketoutlet&box consistingofModularplatetypeswitchesincludingconnections

SupplyInstalaton Testing&Commissionngof20AReyrollPlugsocketwith3pin

MetalTop,nmetalboardwith20ASPMCB

SupplyInstalaton Testing&Commissionngof225mmDia ExhaustFanwth connection

Providingandinstaling connectngandcommissioning32ATPNSFUwithHRC

Fuse

ProvidingandlayingTwopairTelephonecableinexistngconduit/casingcaping

Providingandinstalingoutlet fortelephonecabe

Providingandinstalingcelingfan1200mmsweepwithfivestepselectronic regulator

Supply&InstallationoflightfixtureswthSigmaBallastincludinglamps,junction boxes,downrod/supports,hardwares rawlplugs,wires/cablesetc asrequired andconnectingittoswitchboards

27
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units REMARKS
a b c d e f 6 TERMINATIONOFCABLE a b c d e f 7 POINTWIRING ai aii aiii aiv bi bii biii biv ci cii ciii civ d ei eii eiii eiv 8(i) (ii) (iii) (iv) (v) 9a b c d e 10a b 11 12 LIGHTFIXTURESINCLUDINGCONNECTIONANDBULB

MEASUREMENT SHEET

SupplyandInstalationofPortableEmergencyLightonBatterysuitableforupto10 hours Installite/Canaramake Mountingarrangementforlamptobeincluded 1x18WBracketlight WST71150withGI waterppearm1mlongweldedtothecap

WFZ42250 WIF22228SGW

Liasoningchargeswithrespectiveauthoritiesforshiftingofpointofelectrca serviceandothers

Excavationinoutsidesoilincludingreflling

Supplyinganderectingsteeltubulerpole1651x1397x1143mmthickwith 45x45x365mmthickand(56x27x27mm)respectively11mtrs LongasperIS 2713withtestcertificatefrommanufacturercompleteerecteddulypaintedwithtwo paintsofredoxideandtwocoatsofaluminiumpaintcompleteerectedinposition withMS baseplateof30x30x06cmsthickweldedatthebottomandsutable polecaperactedwithsetscrewsorwieldedcompleteerectedCC foundationand plinthJunction/Loopingboxincluded

Note:Foritemnos 16,17and18,ratesshouldbeinclusiveofa comprehensivemaintenancefor60monthsbythevendor

Supplyinganderectingcentrifugalwaterpump(Monoblock)withCI impler primingfunelcockandcommonflangemountedonacommonshaftofinduction motorof400V3phaseAC supplyofminimum3H PMotorcapableof dischargingwater600to170litesperminutesat125to275meterstotalhead fromallclauseswithfoundationandwth50mmsuctionand50mmdeliverywater pumpshallbeconfirmingtoIS1520complete(Crompton/Kirloskar/Grundfosor anyotherequivalentmake)

Waterevelcontrollerwithnecessaryprobesforcontrollingmotorforcutoffwhen uppertankwaterlevelisful whenwaterlevelinthetankcomestopredetermined levelpumpshallstartautomatcallyWhen waterlevelinthesuctiontankisbelow thewaterlevel,thepumpshouldnotstart AlsopumpshouldnotrundryThe controllershallhavemanual autoswitchesandselectonofpump Therateshall incudenecessarywirngwithcopperwires

DOLStartersuitablefor3HPmotorincludingoverload

Providingandfixing25mmPVCconduits/Casingcapingincludingallfittings

Note: Allcataloguenos referredinvariousitemsofsanitaryfittingsareasperHindustan /ParrywareSanitarywareCataloguesandallfixturesareJaguarContnental seres

Providingandfixingapproved'Indanmake white/colouredglazedvitreous chinawarewallhungEuropeanwaterclosetcisternincluding- Nos

a)10itrescapacityflushingcisternwith15mminletconnectionwithCPbrassstop cock,CPbrass flushbendetc

b)CIchairsupportsforthewatercloset

c)Whiteorcooured solidplasticseat&cover veryheavyqualitywith rubber buffersfixedtotheclosetwithCPbrasspillarhinges

100mmdiaconnectorpipefromPtraptothejunctionofthesoilstackonexternal faceofbuilding Nos

ProvidingandfixingapprovedISImarkedmakewhite/colouredglazedvitreous chinawarewashhandbasincountertoporsuitableformountingbelowcounter comprising: Nos

a)White/colouredglazedvitreouschinawarerectangularshapedwashbasin,size 860mmx520mmwithsupportingMSorCIbrackets

b)1No15mmCPbrasspillarcockwithallfittings

c)1No32mmCPcastbrassbottetrapwithextensionpiecetowall wallflange withrubberadopterwasteconnection

d)1NoheavyqualityCPbrassangularstopcock15mmsizewithCPbrassflexibe connectorpipe Thesupportingbracketshalbeprovidedwith3coatsofapproved paintofapprovedshade

Providingandfixingvitreouswhite/colourchinawareurinalcomprising Nos

a)Largeflatbackwallhungurinalsze550x360x300mm

b)flushingtankof10ltrssupplyingto3urinalswithallfittings

c)CPbrasschromiumpatedflushpipingfromflushvalvetourinalterminatedwith a15mmscrewedspreader

d)32mmdomeCPcastbrasswaste

e)32mmnbCPcastrunningtrapwithextensonpipetowall,wallfange,rubber adopterforwasteconnection

Recessedtypewhite/colouredtoiletpaperrolholdersize150mmx150mmin vitreouschinawarewithwoodenrodandspringincludingcuttingrecessinwall settingtherollholderincementsandmortar1:3reinstatementofwallsurfaceto originalconditonsetc complete Nos

Providingandfixing25mmthickwhite/colouredmarblepartitionswithmachine cutedges,roundedexposedcornersfxedtowallbycuttingchasesandfixingin cementsandmortar1:4etc complete Nos

Size1200mmx560mmclearofwal

ProvidingandfixingheavyISImarkedmakeheavyqualityCPbrassconcealed typestopcockwithheavyqualitycastwallfange Nos

Size15mm

ProvidingandfixingapprovedISImarkedmakewhite/colouredglazedvtreous chinawareOrissawaterclosetcomprising: Nos

a)Orissapansize600mmx455mmwithboxriminetwithPorStrapasrequred

b)10itrescapacityflushingcisternwith15mminletconnectionwithCPbrassstop cock,CPbrass flushbendetc

28
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units REMARKS a b c d e 13 14 15
16 17 18 19 A SANITARYSYSTEM 11 12 13 14 16 18* 110 113
600 1800 2000 1300 400 1200 2400 2000 600 1800 2000 1300 400 1200 2400 2000
SECTION-VI: PLUMBING

MEASUREMENT SHEET

100diaCI connectorpipefromPtraptothejunctionofgreypipeonexternalface ofbuilding Nos

SupplyandfixingHndustanPilkingtonmakemirrors,6mmthickwithplainor bevelededge 8mmthickplywoodbacking 4NosCPbrassscrewswithCPbrass capsscrewedtorawlplugsembeddedinwall Nos

Supplyandfixing40mmCPbrasswastecoupingwithrubberplugandCPchain Nos

ThisitemisworkedoutbytheServicesConsultant

Forthepurposeofthiscourseanapproximateamountisbudgeted

Providing laying fixingjointingwithscrewedjointsusingteflontapeGIpipes heavyqualityconformingtoIS1239includingallfittngssuchassockets unions reducers,longorshortbends,elbows,nippes,flanges,checknuts,clampsetc testingthepipesandspecialsandpaintingthepipesandfittngswithonecoatof approvedprimer&finshngcoatsallasperspecficationsForpipesinexposed conditons:

Providing laying fixingjointingwithscrewedjointsC'classheavyGIpipes conformingtoIS1239includingallfittings testing paintingwithbitumasticpaint protectionwrappingwithHessienfacedpolyethylenetaping&paintingcompleteas perspecfications Forpipelineslaidbelowgroundlevelandlaidnchasesin wals Therateincludesexcavationandcuttingchasesinwallsandreinstatement)

Providing,fxingandtestingheavyqualitygunmetalorbrassballvalvewith screwedends20kgmclassonGIorcopperpipelines(Leader/ZOLOTOmake)

ProvidingandfixinginpositiontestedheavyqualityISImarkedfullwaygunmeta gatevalveofneworequivalentmakehavingbothendsscrewedfemale conformingtoIS778:1984etc complete

i)50mmdia

i)40mmdia

ii)32mmda

iv)25mmdia

v)20mmdia

vi)15mmdia

Providing,erecting,fixingandcommissioningPVCoverheadwatertank(BMC approved)incudingmakingofproperplatformasperconsultantsdirection,lfting oftanktoterracefloorlevel pacngoftankonplatforminproperalignment makingofinlet/outletconnectionsasperbye-lawsetc complete

i)5000litrescapacty

i)2000litrescapacity

ii)1000litrescapacity

Providing fxinggunmetalnonreturnvalveofapprovedquality

80mm 65mm 50mm 40mm 32mm

ProvidingandfixingapprovedISImarkedmakeCIflangedwatermetersdirect readingtypecalibratedinlitres&kiolitrestestedandapprovedbyMCGMwithdirt box(strainer)ncludingmakingnecessaryflangedjoints testingetc complete 40mmsize 50mmsize

Constructingbrickmasonryvalve&meterchambersin230mmthickbrickmasonry incementmortar15usingfirstclassbricksconstructedoverabedof150mmthick cementconcrete1:2:4plasternginsideoutsideandalexposedsurfacewith 20mmthickcementmortar13,fnishing'insidewithafoatingcoatofneatcement providing&fixingCIframe&coversize, weightmentionedbeowpaintingallCI itemswith3coatsofapprovedbtumasticpaintetc complete Chamber600x600mmclearnsdewth600x600CIframe&coverweightngnot lessthan72kgms Depthofchambernotexceedng1000mm

ProvidingStructurasupportforpipelinesusingchannels,tees,angles,flats& platesfabricationbycuttingthreading&weldingifrequired,applyingonecoatof redoxideprimerandthreecoatsofsyntheticenamelpaint includingnecessary boltsnuts washeretc asrequiredbytheEngneer-n-charge Theweightofthe supportshallbecalcuatedonthebassofcatalogueweightsofsectionsused (weightofbolts,nutsetc willnotbeconsidered)

Providing&fixingbrassfloatvalveswithbrassrodandcopperfloat suitableto withstandapressure2 kg/sqcm

50mmnb 40mmnb

29
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units REMARKS 114 118* 120* B WATERSUPPLYSYSTEM 21* 22* 23* 24* 25* 26* 27* 28* 29* 210*
15mmnb 20mmnb 25mmnb 32mmnb 40mmnb 50mmnb 65mmnb 80mmnb 100mmnb
15mm 20mm 25mm 32mm
80mm 65mm 50mm 40mm 32mm 25mm 20mm 15mm
600 600 2000 600 600 2000

MEASUREMENT SHEET

Excavationintrenchesforpipelinesofrequredwidthanddepthasdirectedby Engineer-in-chargeincludingtrimmngbottomandsides,excavationforsockets incudingrefillngwthselectedexcavatedmaterial(afterlayingofpipelne)in

200mmlayers wateringconsolidationdisposalofsurpusearthwithin50metc compete

Inordnarysol(forCIpipeinesaidoutsdethebuildingonly)depthnotexceeding

15m

-Do-insoftrock

ProvidingandfixingbestIndianmakeCPbrassairvalveswithisolationvalvefixed

onGIlines

15mmnbairvalvewith15mmisolationvave

20mmnbairvalvewith20mmisolationvave

Providingconnectionstoequipments(Kitchen/Laundryetc includingprovisionof controlvalve runningointwithunionetc complete

65mmconnections

50mmconnections

40mmconnections

32mmconnections

25mmconnections

20mmconnections

15mmconnections

SupplyingandinstallingBourdentypepressuregaugesrange0to20Kg/sqcm calbratedbothinpsiandkg/sqcm with10mmbrassgaugecocketc complete

Providingandfixingpipesleevesupto600mmlong cutfromheavyqualityMS pipesconformingtoIS1239or3589(dependingonsizeofpipewithMSflange conformingtotable13ofIS 6392onbothendsanda6mmpuddleflangeatthe centreofthesleeve allfangesweldedtopipe fixingthesleeveinpositionbytack wedingtoreinforcementetc compete

40mmnb

50mmnb

65mmnb

80mmnb

100mmnb

ThisitemisworkedoutbytheServicesConsultant Forthepurposeofthiscourseanapproximateamountisbudgeted

Providingandfixingcastiron traps of selfcleansing design with watersealnot lessthan50mmwith or without vent including setting the trapin1:2:4cement concreteetc complete Thetrapshall be P' or Stype as required Trapwith 100mm inlet and100mmdiaoutlet

Asinitem31buttrapwith75mmoutet

Asinitem31buttrapinPVC

Asinitem32butwithPVCtrap

Providingandfixingstainless steel gratingof 18 gaugethick,withcrcular perforationofapprovedpatternoverCItraps Thegratngshallbeofsize100mmx 100mmorcircularof100mmdia(asdirected) and shallbesetin cement sand mortar1:3etc complete

-Do-gratingofsize150mmx150mm

Providing fixing jointingand testingPVCWCpanconnectorofapprovedcolour with or withoutvent horn all as perrequrementsofEngineer-n-charge Size

100mmi/d-Length300mmto400mm

Supplying,laying,fixingjointing&testingheavyISImarkedcastiron spun sol pipes/centricastpipesincudinga fittingswithorwithoutinspectiondoors,vents, cowls at topetc jointing with leadcaulked joints al as perspecificaton and as directedbyEngineer-in-charge

150mmi/d

100mmi/d

75mmi/d

65mmi/d 50mmi/d

Providing, aying, jointing with screwed jointsusing teflon tape GI pipesof classTataorZenithconformingtoclassheavyofIS1239wthallfittingstestingthe piping painting with 2coatsofbitumasticpantwrapping with Hasseinfaced polyethyenetapeintwo layers and againpaintingwith2coatsofbitumastic paint Therateincludesforcuttingchasesinwall&floorsforembeddingthepipe andreinstatementofsurfacetoorignalconditions

50mmi/d 40mmi/d

32mmi/d

Providing and fxing inposition cast iron ran water inlets withgraveguard anddometypegratngspeciallycastgenerallyconformingtodrgs

Inletfor:

150mmi/dpipes

100mmi/dpipes

Providing and fxingleadsheet flashing madeoutof3mmthickleadsheets settinginalayerofcoldbitumenetc complete Thesheetshallprojectatleast 150mmallaroundthepipeand shallbetuckedintothepipeatleastby100mm

150mmi/dpipes

100mmi/dpipes

ProvidingandfixingMSsupportsforppesfabricatedfromMSflatsanglesand platesincludingfixingthebracketstowalls slab beametc withanchorfasteners 12mmUorJboltsforfixingthepipestoclamppaintingwithonecoatofprimer andtwocoatsofapprovedpaintetc complete

Providingandlayingcementconcrete1:2:4forbedding envelopeshaunchesetc forthepipesincludingmxingplacingformworkcuringetc complete

30
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units REMARKS 211* 212* 213* 214* 215* C INTERNALDRAINAGESYSTEM 31* 32* 33* 34* 35* 36 37* 38* 39 310* 311* 312* 313*

MEASUREMENT SHEET

SupplyinglayingfixingjontngandtestingPVCdrainagesystem(SWR)includng fittingswithorwithoutinspectiondoors,vents,cowlsetc allasdirectedby engineerincharge 110OD 75OD

ProvidingandfixingPVCplainor multi floor traps of selfcleansingdesignwith watersealnotlessthan50mmwithorwithoutventincludingsettingthetrapsin cementmortaretc complete Trapswith125mminletand75mmoutlets

Providingcleanoutsincastiron drainpipingcomprisingGIheavyclasssocket andscrewed plug,connectingCI pipewithleadcaulked jointetc complete 150mm 100mm 75mm

Supply,laying,jointingandtestingPVCpipesincludingallmouldedfittings conformingtoIS4985(10Kg/sqcmvariety)etc complete

ProvidingandfixinginpositionheavyISImarkedlongarmCI nahanitrapofIS 1729weighing9kgofNecoorEquivalentmakeofsize100x75x500mmdiaoutlet incudingembeddingonflooringatrequiredlevelwithM150cementconcreteall aroundandbelowthetrap supplyingandfixingbrassCPsquaregratingofsizeof 150x150mmwithbrassCPcoverplateasspecifiedetc complete

Providing fxingandjointinginproperalignment&positionheavyISImarked 50mmdia CI ppeofNecoorEquvalentforventconformingtoIS1729withall necessaryfittings,lkeoffset,bend,cowetc includingerectionofscaffoldingat requiredlevel,makingholesinwallsasrequired,fixingofpipe&fittnginpositon, leadjointing/fllingofjointswithCM1:3(onlyonapprovaofconsultant) reinstatementofsurfacesetc complete

Providing fxingandjointinginproperalignment&positionheavyISImarkedCI CentrpipesofKaplanshorEquvaentmake(withinbuildingline)fordranage conformingtoIS3929of150mmdameter sizewithallnecessaryfittings,like offset,bend,etc includingexcavationuptorequiredlevel,makingholesinwallsf required layingofpipeatpropergradient leadjointng/fillingofjointswithCM1:3 (onlyonapprovalofconsultant) reinstatementofsurfacesetc complete

Providingandconstructing300x300mminternasizebrickmasonrygullytrap chamberincludingayngof100mmthickPCC1:3:6inbed,115mmthickbrick walsinCM1:5,fixingofglazedstonewaregulytrapofsize150x100mm, makingconnectionofwastewaterppetoit plasteringnsidethechamberwthCM

1:3toformhopperfixngofheavyCI coverwithframeweighngnotlessthan7 kg inPCC1:2:4&makingflooringlevelontopetc complete

Providing,layingandjointingISImarkedfirstqualityAgradesaltglazed stonewarepipe&bend includingexcavationtotheevelofrequireddepth laying of100mmthickPCC placingofpipeonPCCasspecifiedatproperalignmentand gradient,sealingthejointswithtarredgasketofhemporropeyarn,caulkingwith cementmortar1:2 testingofpipeline encasingofpipeasspecified curing refilingetc complete

i)100mmda

i)150mmdiafordepthbetween045and060Mtrs

ii)150mmdiafordepthbetween060and100Mtrs

Providing&fixing150mmdiameterISImarkedfrstqualtyAgradesaltglazed stonewaresewertrapasspecfied

i)150mmdameter

Constructingbrickmasonryinspectionchamberofsizeof900x450mmanddepth asmentionedintw\esmbeowincludingexcavatonupto requireddepth layingof 100mmthickPCCfoundationbedin1:3:6mix 230mmthickbrickworkinCM1:3 20mmthickplasterngofwallsinside&outsideasspecified,makngofsmooth channel&haunchinCM1:2,150mmthickPCCcopingontop,fixingofCI manholecoverofNecomakeweighingnotlessthan75kg backfilling removalof surplusearthasspecifiedetc complete

i)Depthbetween045and060m

i)Depthbetween060and100m

TOTALOFSECTION-VI

SECTION-VII:

Plantationofgrassonpreparedground:

Planting grassonapreparedgroundat50mmcentretocentreand mantainingthesamebywateringandweedingtill30daysafterthecompletionof grassplantation

31
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units REMARKS 314* 315* 316* 317 318 319 320 321 322 323 324* A* Developmentwork a3* i Doob
OD
OD
OD
50mm
40mm
32mm
-- -- SQMT
LANDSCAPINGANDGARDENING 80098 80098

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