BOQ Krisha Dharaiya

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SUMMARY OF ESTIMATES

NB:ALLWORKSSHALLBECARRIEDOUTASPER ARCHITECT'SSPECIFICATIONS ALLWORKSSHALLBECARRIEDOUTASPERAPPROVEDDRAWINGSONLY

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Sr.No. DescriptionofItem Amount(Rs.) Contingencies@10% 4,175,311.73 GrandTotal 45,928,429.03 1 SitePreparationandCleaning 25,000.00 2 CivilWork 33,789,59230 3 CarpentryandBuiltinFurniture 1,147,200.00 4 MiscellaneousItems 5,000.00 5 Electrical 5,035,20000 6 Plumbing 1,741,125.00 7 LandscapingandGardening 10,000.00 TOTAL 41,753,11730
KrishaDharaiya CommunityToilet

BILL OF QUANTITIES

ForallItemsinallSections:Rateshallincludetransportation,loading/unloading,providing/supplying/laying/fixing/installing/ fabricating/testing/commissioningetc onsite RateshallalsoincludealltaxessuchasVAT,excise,salestax,octroi,etc

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

Note:

1)TheitemsgivenbelowshallbeasperSectionA""Earthwork,MetalPacking& SubsurfaceDrainage"ofthespecifications

2)Rateforexcavationshallincludedewateringduringtheexcavationincluding shoring,struttingetcandkeepingitdryduringexcavationandconstruction

3)AllearthworkshallbecarriedoutasperArchitect'sinstructionsandsafety normsasperrelevantIScode Therateshallincludeallscaffoldingandmeasures forcordoningoffareasduringdismantling,providingsignboardsetc

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

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

Providingpost-constructionalanti-termitetreatmentbydrillinginholesatthe junctionsofwallsandflooringandinjectingchemicalemulsion,wallsprayanddoor framestobedrilledandsprayedcompleteusingapprovedchemicalsattherateof 5litersofemulsionconcentrateofonepercentconcentrationofCHLORPYRIFOC 20%EC,ISIapprovedconforming(IS8944),Includingtreatmentofwoodfor

Providingpost-constructionalanti-termitetreatmentbydrillinginholesatthe junctionsofwallsandflooringandinjectingchemicalemulsion wallsprayanddoor framestobedrilledandsprayedcompleteusingapprovedchemicalsattherateof 5litersofemulsionconcentrateofonepercentconcentrationofCHLORPYRIFOC 20%EC,ISIapprovedconforming(IS8944),Includingtreatmentofwoodfor

ProvidingexhaustiveAntiTermitetreatmenttothewoodenframesbydrilling6mm holesatthefourcornersorasdirectedononesideatdownwardangleof45 degreeatthejunctionofwoodworkandmasonryandinbetweenasinstructedby theengineerattherateof60millimeterofchlorpyrifos20%ECandfillingwith

Providing,chasing,inserting/layingDampproofcourse50mmthickM-20cement concretelayerandbitumenusingcementwithapprovedwaterproofingcompound

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Sr No Description Qty Unit Rate (Rs) Amount (Rs)
179855 Cum 286 51438387
completeasdirected 160062 Cum 780 12484836
yearsguaranteeonasuitablebond) 73071 Sqm 195 14248845
termites,borers,wetrotsanddryrots Coveredfloorareashallbemeasuredfor payment (GroundFloor) 40641 Sqm 195 7924995
termites,borers,wetrotsanddryrots Coveredfloorareashallbemeasuredfor payment (FirstFloor) 35442 Sqm 195 691119
puttyetc withtwoyearsguaranteebondasperIS 6313(PartIII)of1981 6000 Nos 195 11700
attherateof1Kgper50kgofcementetc complete 8832 Sqm 364 3214848 209756625 SECTION-I: SitePreparation&Cleaning TOTALOFSECTION-I SECTION-II: CIVILWORK a1 A EARTHWORKANDMETALPACKING a1 a2 a3 a4 a5 a6 a7 TOTALOFSUBSECTION-A LUMPSUM 25000 25000

BILL OF QUANTITIES

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

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

NotesforFormwork:

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

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Sr No Description Qty Unit Rate (Rs) Amount (Rs) B CONCRETE-PLAIN&REINFORCED

BILL OF QUANTITIES

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

ProvidingandlayingConcreteM20/40usingRMCforallPCCworksbelowraft slab,plinthbeams,foundations,etc includingsideformsifrequired Therateshall beinclusiveofalltaxes,towardsplants&machinery,labour,allleads&lifts,all floorsallchargesrequiredincludingtransportation,centering,formwork, compacting,rougheningthesurfaceifspecialfinishistobeprovidedandcuring

ProvidingandlayingconcreteM25/20usingRMCforfloorslabongradeincluding finishingthesurfacesmoothetccomplete Therateshallbeinclusiveofalltaxes, towardsplant&machinery,labour,allleads&lifts,allfloorsallchargesrequired

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

ProvidingandlayingCC M25/15inRCCjali-precastorcastinsituusinggraded aggregatesandnominalreinforcement6mm,asperdesign&sizeapprovedby theConsultant Theconcretetobemachinemixedandtoincludeallnecessary shutteringofwaterproofplyandadequatestrutting&scaffolding,andadequate

Providing&layingConcreteM20/40,usingRMC,inalternatebaysfor75MM plinthprotectionandpavingincludingcompacting,vibrating,curing,finishingto correctline&levelwiththeuseofwoodenbottomandsurfacefinallyfinishedwith broomsasdirectedbyArchitect Jointsofandasprovidedinalternatebaysshall befilledwithbitumenetc allcompletetothesatisfactiontotheArchitect

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

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

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Sr No Description Qty Unit Rate (Rs) Amount (Rs)
etccomplete 6181 Cum 7800 4821336
includingtransportation shuttering centering formworkasperconditionbelow etc complete (FloorSlabs) 20766 Cum 12740 2645636175
complete 29906 Cum 8450 2527061225
curing,etc complete 538 SqMt 1040 55995264
9012 SqMt 780000 702936
1800000 Litres 65 117000
749853 Litres 26700 80100 6560466526 C b1* b2* b3 b4 b7 b8 b9 TOTALOFSUBSECTION-B FORMWORK

BILL OF QUANTITIES

Notes:

1)TheitemsgivenbelowshallbeasperSectionC:'Formwork'ofthespecifications

2)ContractorshouldsubmitfortheConsultant'sapprovaldesignanddrawingfor

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

4)Allsurfacesofconcreteelementsshallnotbetreatedinanywayunlessotherwiseinstructed

5)Allconcretesurfacesshallhavesmoothandevenfinishoriginallybythemselves

6)Rateshallincludeuseof5mmthickcompressiblegasketmaterials,fixingagent,

7)Onlyapprovedmouldreleaseagentshouldbeused

8)Manual/mechanicalcleaningofshutterplatesaftereveryuseisamust

9)Therateshallincludehackingofconcretesurfacerequiredtobeplastered

10)Onlynewsteelandplywoodshutteringshallbepermittedforitsfirstuseatsite,

11)Providingcutouts,holes,slits,depressionetc forelectricalfixturesshallnotbe paidseparately

12)Sizeofthepanelsusedforexposedconcretefinishareasshallbeapprovedby

13)Thesupportingsystemforplatformdoorshallbehavingselfalignmentdevices

14)Forquickerectionofshutteringandstagingthesystemshouldhavesuitable

ThisitemisworkedoutbytheStructuralConsultant Forthepurposeofthiscourseanapproximateamountisbudgeted

Notes:

1)TheitemsgivenbelowshallbeasperSectionD:'Reinforcement'ofthespecifications

2)CoverblocksshallbeofgoodqualityconcreteM30/10andshallbevibratedon

3)Whereverweldingofreinforcementisspecified,thesameshallbecarriedout conformingtoIS:9417orIS:2751 Weldingshallbecarriedoutbyapproved

4)Overweightofthesteelshallnotbeconsideredforcalculatingconsumptionand paymentpurpose IS constantforweightofdifferentdia ofbarsshallbe consideredforpaymentaswellasconsumptionpurpose

5)Columnreinforcementbarsarerequiredtobelappedinthemiddleportionof columnsasperIS13920 Properarrangementshallbemadetosupport

ProvidingandfixinginpositionmildsteelreinforcementofTATA/Vizag/SailSteel ofvariousdiametersforRCC piles,pilecaps,footings,foundations,slabs,beams, columns,canopies,staircases,dowels,chajjas,lintels,pardis,copings,fins,arches

Sameasitemd1abovebutforProvidingandfixinginpositionhighyieldstrengths deformedbarreinforcementofTATA/Vizag/SailSteelwithyieldstressnotless

d3 Sameasitemd2above,butforTMTSteelReinforcementofTATA/Vizag/SailSteel

ThisitemisworkedoutbytheStructuralConsultant Forthepurposeofthiscourseanapproximateamountisbudgeted Supplying,fabricating,erecting,aligninginposition,fixing,StructuralSteel ofTATA /Vizag/SailSteelinalltypesofmembers(Box Ropes I-sections C-sections L-anglesetc)forColumns,Beams,TrussRafter,Purlinforroofs,lofts,stairs, mezzanines,storageracksforparaffinboxes,portals,braces,underpinning, shoring,frames etc Theratetoincludecutting,anchorfasteners,bolting, welding,wastageandapplicationofepoxybasedpaints(Asianmake)asper manufacturer'sspecificationsandasdirected Therateshouldincludepaintingof thesteelasstatediniteme5below

Providing,fabricating,erectingandfixingatalllevelsstructuralsteelofTATA/

i)Usingrolledangle,beamandchannelsectionsincluding

ii)Forgussetplates,baseplates,stiffenerplates,etc

iii)ForPipeframestructure

iv)ForSlottedanglestoragerackstructure

Providingfabrications,erectingandfixingSS Railing

i)SS PoleMadein16gauge50mm DiameterISapprovedSS304pipewitha ornamentalSSringatthebottomendsSS topatapexforassemblyofupper Handholdpipewholeunitprovidedwithmirrorfinish (Foraheightof12M)

19609200

2)Rateshouldbeinclusiveofscaffolding,curingandalsodewatering&keeping surfacedryduringconstruction

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Sr No Description Qty Unit Rate (Rs) Amount (Rs)
D 83920 82500 692340
d1* d2*
d4* StainlessSteel304screws,nails,bolts,fasteners,etc forallrepairworks 692340
permetricton 10400000 6536400 permetricton 10400000 6536400
10400000 6536400
Note:
TOTALOFSUBSECTION-D E STRUCTURALSTEELWORKSANDOTHERFABRICATIONITEMS e1 e2* e11 TOTALOFSUBSECTION-E G MASONRYWORK 62.85 62.85 24.00
REINFORCEMENT

BILL OF QUANTITIES

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

9)Therateforconcreteblockmasonrywallsshallbeinclusiveofproducinghalf blocksandoddsizedblockstosuittheconstruction

10)Mortarsforallmasonryworkshallbemixedinanapprovedmortarmixeror concretemixer

11)Handmixingofmortarwillnotbeallowed

12)Onlyriversandand43gradecementshallbeused

13)Washingofsandinrotaryscrewtypewashingmachinesisamust

14)Bricksusedshallbeoffirstclassandshallbeofregularinshapeandtheir edgesshouldbesharpandshallbefreefromcrack Brickshallbefullysoakedin cleanwaterbysubmerginginatankforaperiodof12hoursimmediatelybefore use

15)Contractorwillberesponsibleformakinggoodallthesurfacesofbrick/block masonrywallinitsoriginalformwhereverinchasingthewallisdoneforproviding servicelineslikeelectrical,telecommunicationandwatersupplyandplumbingetc

Providingandlaying350mmthickbrick(firstclasswirecut)masonrywallin1:6 C:M,aboveplinthoratalllevelsincludingforoddshapedwalls,brickfins, columns etc includingstrikingjoints rakingoutjoints scaffolding curingetc

Providingandlaying230mmthickbrick(firstclasswirecut)masonrywallin1:6 C:M,aboveplinthoratalllevelsincludingforoddshapedwalls,brickfins, columns,etc includingstrikingjoints,rakingoutjoints,scaffolding,curingetc

Providingandfixing overterraceparapethavingdimensions230mmwide 100mmthicknessoveramortarbeddingofCM1:6/Limemortar1:3ofvarying

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

Providingandapplying15mmthickcementplasterincementmortar1:4 without/withneerufinishedsmooth forRCC/brick/blockmasonrycompleteinall respectsincludingscaffolding,bondingagent,curingandasdirectedbyArchitect

Providing&applyingacontinuouscementplasterdripmouldofsize50mmwide and15mmthickunderRCCpardi,chajjaandaroundwindowopeningsatalllevels includingnecessaryscaffolding,stagingetc

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Sr No Description Qty Unit Rate (Rs) Amount (Rs)
complete (Min cementcontent15Bag/cum) 28352 persq m 182000 516008038
complete (Min cementcontent15Bag/cum) 34316 persq m 182000 624553384
lengths: 11562 perrunningmetre 47000 543414 1194902822
164068 sq m 39000 6398652
andcuringcomplete 31543 perrunningmetre 20000 63086 Limepointing1:2limetosandmortaronexposedbrickwallsofthickness12mmin beadedpointing 63180 sq m 7029512 g1* g5 g9* PCC TOTALOFSUBSECTION-G H PLASTERING,POINTING h1 h2 h3 TOTALOFSUBSECTION-H J PAINTING

BILL OF QUANTITIES

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

TOTALOFSUBSECTION-J

K FLOORING&PAVING&SKIRTING

Notes:

1)Theitemsgivenbelowshallbeasper'Flooring'ofthespecifications

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 manufacturer'sinstructionsshallbeusedandtheratesquotedshallbeinclusiveof 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

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Sr No Description Qty Unit Rate (Rs) Amount (Rs)
completeinallrespects 164068 sq m 18500 3035258 3035258
j1*

BILL OF QUANTITIES

20)Asample/mockupofflooring,cladding,etctobegotapprovedfrom,Architect

21)Alladditionalgroovestobeprovidedinvertical horizontalanddirectionas shownindetaileddrawingsorasdirected

22)Tomakewallcladdingsurfaceandskirtingsurfaceflush,wallatskirtinglevel shallberequiredtorecessinsideasperfixingdetails Thenecessaryrecessesin RCCwalletcshallbetakenatthetimeofconstructionitself

23)Only43gradecementshallbeused

Providingandlayingfullbody8mmthickCeramicVitrifiedtilesofRestile/Pedder /Johnson/Nitcooranyapprovedmakecolourorofsize300x300mminclusive ofbeddingofCM 1:4,forlocalisedrepairsorinlargequantities,fordado,and withcementfloatandJohnsonbalgrout

Providingandlayingfullbody8mmthickCeramicVitrifiedtilesofRestile/Pedder /Johnson/Nitcooranyapprovedmakecolourorofsize300x300mminclusive ofbeddingofCM 1:4,forlocalisedrepairsorinlargequantities,forflooring/ skirting,andwithcementfloatandJohnsonbalgrout

Providingandlayinginrequiredpositionchinamosaicflooringoverconventional waterproofingtreatmentoratgroundleveloverPCCorIPSbaseofapproved colourandpatternon40mmthickbeddingof1:4cementmortarincludingneat cementfloat,givingproperslopes,compaction,curingetc

Providingandfixing25-32mmthicklaboratory/otherplatformcountersofpolished jetblackgranitestoneofapprovedshape,qualityandcolourincludingrough granitebase,samegranitebothsidepolishedverticalframes,cuttingholesof requiredsizesinappropriatelocationstoreceivesinkpipesetc horizontalshelves asdirectedbyArchitect Doublestonefasciaupto300mmskirting,edge moulding rounding/polishing fixinginthecementmortar1:3 curing cleaning withallvisibleedgesofgranitestonestobefinishedashalfroundorother specifiedmoulding,withheavygauge(18BWG)stainlesssteelsinkofavg 450mmx600mm,asapprovedofmakeslikeNirali,orCeramiclab(parryware/ Hindustanorapprovedequivalent)etccomplete

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

Providingandlaying40-60mm thk RoughGranite{shotblasted/flamefinished} Flooring,forentrancearea,porch,rearwaiting,rampsetc orasmentionedunder ofsizes12x12m orasmentionedonacementmortarbeddingof1:6with10 mmgroovebetweentheslabsandrecessedby5mmandfinishedinrichcement

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 manufacturer'sforapproval Architectdecisionshallbefinal

6)Alljointsbetweencivilworkandaluminumframesshallbesealedandmadeair tightbyapplyingSiliconesealantorequivalentasapprovedatContractor'scost

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

7
Sr No Description Qty Unit Rate (Rs) Amount (Rs)
15185 persq metre 20000 30370
106708 persq metre 20000 213416
complete 36700 persq metre 40000 146800
7645 runningmetre 45000 344025
51334 persq m 78000 4004052
slurry 13200 8253937
k8* k9 k10* k11 k15 k18 TOTALOFSUBSECTION-K M DOORS,WINDOWSANDPARTITIONS

BILL OF QUANTITIES

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 'Dorma'TGDI35025Spullhandle,25mmdia,350mmlongor 'DORMA'TG9155ormatchingwithexistinghandleasspecifiedandapprovedby 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

ProvidingandfixingShutters35mmthicksolidcoremarineflushsingle/double shutterasspecifiedinthedrawinganddoorscheduleswith6mmTWslatsasper drawingwith8mm thickglassobservationwindow,shutterfinishedwith2mm thickapprovedlaminate withkickingplateandlockplate200mmwidein3mm thickSSsheet,with2mmthick100mmwideedgeguardalongalledgesofthe shutter,withconcealed/opendoorcloser/floorspringandotherhardware,as approved

RCC Jali

ProvidingandfixingatalllevelsRCC precastjaliupto75mmthicknessof approveddesigninCM 1:2laidinlineandlevelincludingwatering,curing, scaffolding etc

Providingandfixing24MX015Mpanels12mmthickasspecifiedinwindow schedulewith40mmX40mmblocksaddedtosupport12mmMSbarforpivoting thepaneland10mmgrooveonbothsidesforlocking

TOTALOFSUBSECTION-M

WATERPROOFING

Notes:

1)Thecontractorwillgivea10yearsguaranteeoftheworkundertakenon Rs100/-Stamppaperontheapprovedformatdulyregistered

2)Tenpercentamountofvalueofworkswillberetainedfortheperiodoffiveyears fromthedateofactualcompletionofthework,willbereleasedprogressivelyat fourpercentaftertwoyearssubjecttoattendinganyrectificationofdefectsand balanceamountsbytheendoffiveyears

3)Allworktobedonethroughspecialistwaterproofingandstructuralrepair agenciesshallbeundertakenonlyontheapprovaloftheArchitect

8
Sr No Description Qty Unit Rate (Rs) Amount (Rs)
complete 2742 persq m 780000 213876
106 persq m 845000 8957
8974 percu m
complete
3600 persq m 845000 304200 527033
m1* m3 m3 m4
N

n15

BILL OF QUANTITIES

Providingandapplying70mmto75mmthickproprietarybrandcementbased waterproofing(boxtype)forbottomRCCraftslabandsidesofRCCwallsofwater tanks septictanks effluenttreatmenttanks etc including providingleakproof treatmentby injectiongrouting toconcretemembersat10mcentresinboth directionsandalsoatallconstructionjoints,andprovidingandfixing20mmto 25mmthickroughShahabadstoneorotherapprovedstonetilessetin20mmthick 1:3waterproofcementmortarandfinishingthebylaying/plastering with20-30 mmthickC:Min1:3withwaterproofcompound(Contractortogivecomplete

ProvidingandlayingwaterproofinginWCandbathroomincludingBB cobainall positionconsistingofspecialisedapprovedwaterproofingcompoundandmaterial

Providingandlayingcementbasedwaterproofingtreatmenttoterracewithbricks batslaidinrequiredslopetodrainthewaterforanyspanaftercleaningthe base surfaceapplyingacoat ofcementslurryadmixedwithapprovedwaterproofing compoundandlayingthebrickbatsonbottomlayerinC:M1:5admixedwith approvedwaterproofingcompoundfillinguptohalfdepthofthebrickbats,curing thislayerfor3daysapplyingcementslurryoverthislayerjointingofbrickbatswith C:M1:3admixedwithapproved waterproofcompoundandfinallytopfinishingwith average20mmthicklayersofcementmortaraddedwithjutefiberat1kgperbag includingfinishingthesurfacesmoothwithcementslurryadmixedwithapproved waterproofingcompound

Thefinishedsurfaceshallbelinedwithfalsesquaresof300mmx300mmor preparingthesurfacetoreceivewhitechinamosaicflooringonit(costtoinclude whitechinamosaicflooring)andmakingthejunctionsattheparapetroundedand taperedtowardstopforrequiredheight,withdripmouldatthejunctionofthe plasterandparapetincludingcuringbypondingtestetc complete Average thicknessofbrickbat200mm

WaterProofingChajja

Providingandapplyingwaterproofingtreatmentoverchajjausingproprietary cementbasedsystemlikeIndiaWaterproofingusingbrickbatsof50mmormetal no2,averagethicknessoftreatment50mm,finishedwithsmoothcementfinish withfalsetilemarks,includingbreaking/removingexistingwaterproofingand cartingawaythedebrisetc

Tilejointfilling

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

Gapssealing

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

ProvidingandfixingLeadFlashing750mmoverChajjashallbehoused approximately300mmabovechajjainamortarjointofadjoiningmasonrywall,this sheetctshallbeslopingoutwards Fasteningdown –Thesheets,shallbe fastenedwiththebestSSorBrassscrews/boltsandleadwashersAllen’s,Fisher orotherapprovedfasteningsasdirectedbytheConservationArchitect Thelead sheetingshallbegoodmilledleadnotlessthan10Kg/Sqmbenttotheshape fastenedintothewall groove20mm withbrass/sswallhookswithjointsatright anglestotheflowbyadripwithaproperlap,iflevelspermit,orby75mmjointsof

TOTALOFSECTION-II

SECTION-III: CARPENTRYANDBUILTINFURNITURE

Notes:

1)CarpentryandJoinery,forpartitions,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

9
Sr No Description Qty Unit Rate (Rs) Amount (Rs) n1* n4 n5* n12 n13* n14*
TOTALOFSUBSECTION-N
specificationsforwaterproofingsystemheproposetocarryout) 5160 persq m 140000 72240
asperspecificationswithallleadandlift 54600 persq m 90000 491400
33300 persq m 105000 349650
complete 3377 persq m 90000 30393
complete 124400 persq m 2500 31100
complete 700 perrunningmetre 5000 350
foldedlead 11580 perrunningmetre 301080 1276213 33789592
260000

BILL OF QUANTITIES

4)Contractorshallsubmitsamplesofassemblysectionsfromdifferent manufacturer'sforapproval 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 'Dorma'TGDI35025Spullhandle,25mmdia,350mmlongor 'DORMA'TG9155ormatchingwithexistinghandleasspecifiedandapprovedby 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

SupportforPCCjaali-WoodenangledsupportsforW1asmentionedinthedoor

WoodenframesforW2-12woodenstripsforthickness10mmandlength100mm joinedtoformacubicleframefortheglassblocktofitandsupport Theseframes

SECTION-IV: MISC

Notes:

1)Rateshallincludeminorcivilwork scaffolding electricalworks dismantling liasoningcost,steelitems,etc

2)Thequotedpriceshallbeinclusiveofcentralexciseduty,VAT,octroiandservice taxandallotherapplicabletaxes Thisquotationshallnotbesubjecttoprice variationcost

3)Thecontractorshallmakenecessaryarrangementstoprovidesuitablelockable weatherproofstoragespaceforthematerialsandshallalsostacktheexisting dismantledmaterialinasafesecureplaceforthedisposalofthemunicipal authorities

4)Thecontractorshallincludeinthequotation60monthsfreemaintenance which willbecommencedfromthedateofcompletionofproject

5)Thecostshallbeinclusiveofallpreparatoryworkandnoextracostwillbe providedtowardsthisitem

7) Therateshallbeinclusiveofproviding&fixingglasspanelsincludescostofall typesoffixturesandfasteningsmadeofanymaterials,neoprenerubbergaskets, screws etc

10
Sr No Description Qty Unit Rate (Rs) Amount (Rs)
andwindowschedule 84000 Nos 5000 42000
aretobejoinedtoeachotherusingfasteningmaterials 1473600 Nos 7500 1105200 1147200
A CARPENTRY a1* a2
TOTALOFSECTION-III

BILL OF QUANTITIES

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

8)Contractorshallsubmitsamplesofassemblysectionsfromdifferent manufacturer'sforapproval Architectdecisionshallbefinal

9)Alljointsbetweencivilworkandtimberframesshallbesealedandmadeair tightbyapplyingSiliconesealantorequivalentasapprovedatContractor'scost FabricationandinstallationofInformationSignasspecifiedinthedrawings

FabricationandinstallationofTreeGratingasspecifiedinthedrawings

i)Castirontreegrating,paintedwithanticorrosionprimerand2coatsof polyurethane/epoxypaintinapprovedshade,tobefixedontoconcretebaseas

Supply,Installation,TestingandCommissioningofEarthingstationasperIS3043

Supply&Layingof followingsizesofstrips &wiresfromearthingchamber/Gridto 25mmx3mmGI stripforDistributionBoard(FirstDistributionBoardinacluster

Supply,Installation,testing andcommissioningof3phaseenergymetersuitable Supply,Installation,testing andcommissioningofTPNMCB16A andincluding Supply,Installation,testing andcommissioningofTPNMCB40A andincluding Supply,Installation,testing andcommissioningofTPNMCB32A andincluding

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

Supply,Installation,Testing&CommissioningofPVCArmouredCablefixedto TerminationofcableswithHeavydutySiemenstypeglands&lugs Lugsused

Pointwiringforlight,bellpoint ScopetoincludecircuitWiringforlighting&the

PrimaryLightPointwiringofaveragelengthupto5meterslengthofwire

PrimaryLightPointwiringofaveragelengthupto55to10meterslengthofwire

PrimaryLightPointwiringofaveragelengthupto105to15meterslengthofwire;

PrimaryLightPointwiringofaveragelengthupto155to20meterslengthofwire;

SECONDARYLIGHTPOINT(FirstLighttosecondlightpointUpto5metersof SECONDARYLIGHTPOINT(FirstLighttosecondlightpointUpto55to10

SECONDARYLIGHTPOINT(FirstLighttosecondlightpointUpto105to15

SECONDARYLIGHTPOINT(FirstLighttosecondlightpointUpto155to20 FanpointwiringshallbesameasPrimarylightpointpointwithindividual

FanPointwiringwiringlength55to10meterlength

FanPointwiringwiringlength105to15meterlength

FanPointwiringwiringlength155to20meterlength

Pointwiringfor6Ampswitchsocketpoint Scopetoincluderunningof3x25mm2

6Asocketpointwiringlength55to10meters

6Asocketpointwiringlength105to15meters

11
Sr No Description Qty Unit Rate (Rs) Amount (Rs)
Providing&fixinginposition inaluminiumextrudedbrown anodizedsectionwithlettersinvinylonbothsidescoveredwithacrylicsheetand asperapprovedsamplebyArchitectfixingasdirected 500 40000 2000
shownindrawings
bolts,welding,painting,etc complete 300 100000 3000 5000
Forthepurposeofthiscourseanapproximateamountisbudgeted
Ratetobeinclusiveofbasegrouting,providing,fixing,nuts,
ThisitemisworkedoutbytheElectricalConsultant
4Cx16SqmmALAYFY 3Cx10SqmmALAYFY 4Cx10SqmmAYFY 3Cx4SqmmAYFY 3Cx6SqmmAYFY 3Cx25SqmmAYFY 4Cx16SqmmALAYFY
8SWGGI EarthingwireforLighting&PowerDistributionBoard
3Cx10SqmmALAYFY 4Cx10SqmmAYFY 3Cx4SqmmAYFY 3Cx6SqmmAYFY 3Cx25SqmmAYFY
Exhaustfan/WallFanpointswiringshallbesameasPrimarylightpointwith
3* a) signageboard 4* 1 EARTHING a 2 EARTHINGSTRIPS/CONDUCTOR a b 3 METER a b c d 4 DISTRIBUTIONBOARD a 5 CABLES&TERMINATIONS a b c d e f 6 TERMINATIONOFCABLE a b c d e f 7 POINTWIRING ai a.ii aiii aiv bi bii biii biv ci cii ciii civ d ei eii eiii TOTALOFSECTION-IV SECTION-V: ELECTRICAL 83920 sqmetre 600000 5035200

BILL OF QUANTITIES

6Asocketpointwiringlength155to20meters

Pointwiringfor6/16Amp switchsocketpoint ScopetoincludecircuitfromDB

6/16APointwiring55to10meterlengthofwire

6/16APointwiring105to15meterlengthofwire

6/16APointwiring155to20meterlengthofwire

6/16APointwiring205to25meterlengthofwire

Supply,Installation,Testing&Commissioning6Aswitchsocketoutlet&box Supply,Installation,Testing&Commissioning6/16Aswitchsocketoutlet&box Supply,Installation,Testing&Commissioningof20AReyrollPlugsocketwith3pin Supply,Installation,Testing&Commissioningof225mmDia ExhaustFanwith Providingandinstalling,connectingandcommissioning32ATPNSFUwithHRC

ProvidingandlayingTwopairTelephonecableinexistingconduit/casingcaping

Providingandinstallingoutlet fortelephonecable

Providingandinstallingcelingfan1200mmsweepwithfivestepselectronic

Supply&InstallationoflightfixtureswithSigmaBallastincludinglamps,junction SupplyandInstallationofPortableEmergencyLightonBatterysuitableforupto10

1x18WBracketlight

WST71150withGI waterpipearm1mlongweldedtothecap

WFZ42250

WIF22228SGW

Liasoningchargeswithrespectiveauthoritiesforshiftingofpointofelectrical

Excavationinoutsidesoilincludingrefilling

Supplyinganderectingsteeltubulerpole1651x1397x1143mmthickwith

Note:Foritemnos 16,17and18,ratesshouldbeinclusiveofa

Supplyinganderectingcentrifugalwaterpump(Monoblock)withCI impler, Waterlevelcontrollerwithnecessaryprobesforcontrollingmotorforcutoffwhen

DOLStartersuitablefor3HP motorincludingoverload

Providingandfixing25mmPVCconduits/Casingcapingincludingallfittings

Providing&fixingapprovedmakePVCrigidconduitpipesinslabs,beams,walls,

i)20mmdia ii)25mm dia

Providing&fixingapprovedmakePVCrigidjunctionboxesinconcreteormasonry

i)150mmdia roundor150mmx150mmsquare&75mmdeep

ii)100mmdia roundor100mmx100mmsquare&75mmdeep

iii)50mmdia roundor50mmx50mmsquare&50mmdeep

TOTALOFSECTION-V

Note: Allcataloguenos referredinvariousitemsofsanitaryfittingsareasperHindustan /ParrywareSanitarywareCataloguesandallfixturesareJaguarContinental series

Providingandfixingapproved'Indian make white/colouredglazedvitreous

a)10litrescapacityflushingcisternwith15mminletconnectionwithCPbrassstop

b)CIchairsupportsforthewatercloset

c)Whiteorcoloured solidplasticseat&cover veryheavyqualitywith rubber buffersfixedtotheclosetwithCPbrasspillarhinges

100mmdiaconnectorpipefromPtraptothejunctionofthesoilstackonexternal

ProvidingandfixingapprovedISImarkedmakewhite/colouredglazed'vitreous chinawarewash'handbasincountertoporsuitableformountingbelow'counter comprising:

a)White/colouredglazedvitreouschinawareovalshapedwashbasin size 550mmx400mmwithsupportingMSorCIbrackets

12
Sr No Description Qty Unit Rate (Rs) Amount (Rs) eiv 8(i) (ii) (iii) (iv) (v) 9a b c d e 10a b 11 12 LIGHTFIXTURESINCLUDINGCONNECTIONANDBULB a b c d e 13 14 15 16 17 18 19 A SANITARYSYSTEM 11 12 13
5035200
chinawarewallhungEuropeanwaterclosetcisternincluding- 300 330000 9900
300 150000 4500
cock,CPbrass flushbendetc
faceofbuilding 4700 19000 8930
1800 190000 34200
SECTION-VI: PLUMBING 83920 sqm 150000 1258800

BILL OF QUANTITIES

b)1No15mmCPbrasspillarcockwithallfittings

c)1No32mmCPcastbrassbottletrapwithextensionpiecetowall,wallflange withrubberadopterwasteconnection

d)1NoheavyqualityCPbrassangularstopcock15mmsizewithCPbrassflexible connectorpipe Thesupportingbracketshallbeprovidedwith3coatsofapproved paintofapprovedshade

Providingandfixing15mmsizeCPbrassbibtapISImarkedheavyqualityonGI

Providingandfixing25mmthickwhite/colouredPVCpartitionswithmachinecut edges,roundedexposedcornersfixedtowallbycuttingchasesandfixingin35 mmaluminumframecomplete

ProvidingandfixingheavyISImarkedmakeheavyqualityCPbrassconcealed

ProvidingandfixingapprovedheavyISImarkedmakeCPbrass spoutsforbath with20mmthreadsoutsideand15mmthreadinsidecompletewithtaperedwall

ProvidingandfixingapprovedISImarkedmakewhite/colouredglazedvitreous chinawareOrissawaterclosetcomprising:

ProvidingandfixingISImarkedmakeSSsinkwithintegraldrainboard,single pressingofsize930mmx460mmwithsupportingbracketsCPbrasswaste,bottle

SupplyandfixingHindustanPilkingtonmakemirrors,6mmthickwithplainor bevelededge,8mmthickplywoodbacking,4NosCPbrassscrewswithCPbrass

ThisitemisworkedoutbytheServicesConsultant Forthepurposeofthiscourseanapproximateamountisbudgeted

Providing,laying,fixingjointingwithscrewedjointsusingteflontapeGIpipes

Providing,laying,fixingjointingwithscrewedjoints'C'classheavyGIpipes

Providing,fixingandtestingheavyqualitygunmetalorbrassballvalvewith

13
Sr No Description Qty Unit Rate (Rs) Amount (Rs)
lineswithflangeandCPconnectorofapprovedmake 300 12500 375
Size1800mmx600mmclearofwall 16200 170000 275400
typestopcockwithheavyqualitycastwallflange 4700 30000 14100 Size15mm
flange 100 180000 1800 Size15mm
a)Orissapansize580mmx440mmwithboxriminletwithPorStrapasrequired 2500 260000 65000 b)10litrescapacityflushingcisternwith15mminletconnectionwithCPbrassstop cock,CPbrass flushbendetc 2500 150000 37500
trapetc complete 400 460000 18400
capsscrewedtorawlplugsembeddedinwall 1800 27000 4860 Supplyandfixing40mmCPbrasswastecouplingwithrubberplugandCPchain 1800 12000 2160 Providing&fixinginpositionheavytestedscrewdown15mmCP
400 130000 5200
brasssinkcock withraisedJshapedswingingspoutwithflangeofapprovedmake
15mmnb 20mmnb 25mmnb 32mmnb 40mmnb 50mmnb 65mmnb 80mmnb 100mmnb 15mm 20mm 25mm 32mm 80mm 65mm 50mm 40mm 32mm 25mm 20mm 15mm i)50mmdia ii)40mmdia iii)32mmdia iv)25mmdia
ProvidingandfixinginpositiontestedheavyqualityISImarkedfullwaygunmetal 15 18* 110 111 113 117 118* 120* 130* B WATERSUPPLYSYSTEM 21* 22* 23* 24*

BILL OF QUANTITIES

Providing erecting fixingandcommissioningPVCoverheadwatertank(BMC

Providing,fixinggunmetalnonreturnvalveofapprovedquality

ProvidingandfixingapprovedISImarkedmakeCIflangedwatermetersdirect

Constructingbrickmasonryvalve&meterchambersin230mmthickbrickmasonry Chamber600x600mmclearinsidewith600x600CIframe&coverweightingnot

ProvidingStructuralsupportforpipelinesusingchannels,tees,angles,flats&

Providing&fixingbrassfloatvalveswithbrassrodandcopperfloat suitableto

Excavationintrenchesforpipelinesofrequiredwidthanddepthasdirectedby Inordinarysoil(forCIpipelineslaidoutsidethebuildingonly)depthnotexceeding

ProvidingandfixingbestIndianmakeCPbrassairvalveswithisolationvalvefixed

Providingconnectionstoequipments(Kitchen/Laundryetc includingprovisionof

SupplyingandinstallingBourdentypepressuregaugesrange0to20Kg/sqcm

Providingandfixingpipesleevesupto600mmlong,cutfromheavyqualityMS

ThisitemisworkedoutbytheServicesConsultant Forthepurposeofthiscourseanapproximateamountisbudgeted

Providingandfixingcastiron traps of selfcleansing design with watersealnot

Asinitem31buttrapwith75mmoutlet

Asinitem31buttrapinPVC

Asinitem32butwithPVCtrap

Providingandfixingstainless steel gratingof 18 gaugethick withcircular

-Do-gratingofsize150mmx150mm

Providing, fixing, jointingand testingPVCWCpanconnectorofapprovedcolour

Supplying,laying,fixingjointing&testingheavyISImarkedcastiron spun soil

Providing, laying, jointing with screwed jointsusing teflon tape GI pipesof

14
Sr No Description Qty Unit Rate (Rs) Amount (Rs) v)20mmdia vi)15mmdia
i)5000litrescapacity ii)2000litrescapacity iii)1000litrescapacity
65mm 50mm 40mm 32mm 40mmsize 50mmsize 50mmnb 40mmnb
80mm
65mmconnections 50mmconnections 40mmconnections 32mmconnections 25mmconnections 20mmconnections 15mmconnections 40mmnb 50mmnb 65mmnb 80mmnb 100mmnb
-Do-insoftrock 15mmnbairvalvewith15mmisolationvalve 20mmnbairvalvewith20mmisolationvalve
100mmi/d 75mmi/d 65mmi/d 50mmi/d 50mmi/d 40mmi/d
150mmi/d
25* 2.6* 2.7* 28* 2.9* 210* 211* 212* 213* 214* 215* C INTERNALDRAINAGESYSTEM 3.1* 32* 33* 34* 35* 36 37* 38* 39

BILL OF QUANTITIES

Providing and fixing inposition cast iron rain water inlets withgravelguard

Providing and fixingleadsheet flashing madeoutof3mmthickleadsheets

ProvidingandfixingMSsupportsforpipesfabricatedfromMSflatsanglesand

Providingandlayingcementconcrete1:2:4forbedding,envelopeshaunchesetc

SupplyinglayingfixingjointingandtestingPVCdrainagesystem(SWR)including

ProvidingandfixingPVCplainor multi floor traps of selfcleansingdesignwith

Providingcleanoutsincastiron drainpipingcomprisingGIheavyclasssocket

Supply,laying,jointingandtestingPVCpipesincludingallmouldedfittings

ProvidingandfixinginpositionheavyISImarkedlongarmCI nahanitrapofIS

Providing,fixingandjointinginproperalignment&positionheavyISImarked

Providing,fixingandjointinginproperalignment&positionheavyISImarkedCI

Providingandconstructing300x300mminternalsizebrickmasonrygullytrap

Providing,layingandjointingISImarkedfirstquality‘A’gradesaltglazed

i)100mmdia

ii)150mmdiafordepthbetween045and060Mtrs

iii)150mmdiafordepthbetween060and100Mtrs

Providing&fixing150mmdiameterISImarkedfirstquality A’gradesaltglazed

Constructingbrickmasonryinspectionchamberofsizeof900x450mmanddepth

15
Sr No Description Qty Unit Rate (Rs) Amount (Rs) 32mmi/d Inletfor: 150mmi/dpipes 100mmi/dpipes 150mmi/dpipes 100mmi/dpipes 110OD 75OD 150mm 100mm 75mm 50mm OD 40mm OD 32mm OD
ii)Depthbetween060and100m Plant1 100 Nos 1000000 10000 10000 41753117
i)150mmdiameter i)Depthbetween045and060m
310* 311* 312* 313* 3.14* 315* 316* 317 318 319 320 321 322 323 324* B* Providingplantsandtreesaplings: b1* TOTALOFSECTION-VI: PLUMBING SECTION-VII: LANDSCAPINGANDGARDENING
LANDSCAPINGANDGARDENING GRANDTOTAL(SECTIONSI+II+III+IV+V+VI+VII) 1741125
TOTALOFSECTION-VII:

MEASUREMENT SHEET

ForallItemsinallSections:Rateshallincludetransportation,loading/unloading,providing/supplying/laying/fixing/installing/ fabricating/testing/commissioningetconsite RateshallalsoincludealltaxessuchasVAT,excise,salestax,octroi,etc

SECTION-I: SitePreparation&Cleaning

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

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 materialatsiteaspertheinstructionsoftheConservationArchitect Alldebris associatedwiththeearthworkshouldhoweverbedisposedoffbytheContractor

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

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

Providingpost-constructionalanti-termitetreatmentbydrillinginholesatthe junctionsofwallsandflooringandinjectingchemicalemulsion,wallsprayanddoor framestobedrilledandsprayedcompleteusingapprovedchemicalsattherateof 5litersofemulsionconcentrateofonepercentconcentrationofCHLORPYRIFOC 20%EC,ISIapprovedconforming(IS8944),Includingtreatmentofwoodfor

Providingpost-constructionalanti-termitetreatmentbydrillinginholesatthe junctionsofwallsandflooringandinjectingchemicalemulsion,wallsprayanddoor framestobedrilledandsprayedcompleteusingapprovedchemicalsattherateof 5litersofemulsionconcentrateofonepercentconcentrationofCHLORPYRIFOC 20%EC,ISIapprovedconforming(IS8944),Includingtreatmentofwoodfor

Providingpost-constructionalanti-termitetreatmentbydrillinginholesatthe junctionsofwallsandflooringandinjectingchemicalemulsion,wallsprayanddoor framestobedrilledandsprayedcompleteusingapprovedchemicalsattherateof 5litersofemulsionconcentrateofonepercentconcentrationofCHLORPYRIFOC 20%EC ISIapprovedconforming(IS8944) Includingtreatmentofwoodfor

Providing,chasing,inserting/layingDampproofcourse50mmthickM-20cement concretelayerandbitumenusingcementwithapprovedwaterproofingcompound

Note:

1)TheitemsgivenbelowshallbeasperSectionB"Concrete-Plain&Reinforced" ofthespecifications

1
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units a1 A EARTHWORKANDMETALPACKING a1 a2 a3 a4 a5 a6 a7 B CONCRETE-PLAIN&REINFORCED
51387 350 -- 179855 CUM
completeasdirected 45732 350 -- 160062 CUM
yearsguaranteeonasuitablebond) 24357 300 -- 73071 SQ M
termites,borers,wetrotsanddryrots Coveredfloorareashallbemeasuredfor payment (GroundFloor) 40641 -- -- 40641 SQ M
termites,borers,wetrotsanddryrots Coveredfloorareashallbemeasuredfor payment (FirstFloor) 35442 -- -- 35442 SQ M
termites,borers,wetrotsanddryrots Coveredfloorareashallbemeasuredfor payment (SecondFloor) 6000 -- -- 6000 SQ M
attherateof1Kgper50kgofcementetc complete 8832 300 -- 8832 SQ M

MEASUREMENT SHEET

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

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

NotesforFormwork:

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

2
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units

MEASUREMENT SHEET

12)Providingcutouts,holes,slits,depressionetc forelectricalfixturesshallnotbe paidseparately

13)Sizeofthepanelsusedforexposedconcretefinishareasshallbeapprovedby theArchitect

14)Thesupportingsystemforplatformdoorshallbehavingselfalignmentdevices toensureperfectlineandlevel,andverticalityoftheshuttering,stagingtoachieve requireddegreeofperfection

15)Forquickerectionofshutteringandstagingthesystemshouldhavesuitable arrangementformovingentiresetintransverseaswellasinlongitudinaldirections andrails/wheelsonanysuitablearrangementwhichwillbeapprovedbythe consultant

PCCworksbelowraft slab,plinthbeams,foundations,etc

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

a)ProvidingandlayingconcreteM25/20usingRMCforRCCworkoffloorslabon gradeincludingfinishingthesurfacesmoothetccomplete Therateshallbe inclusiveofalltaxes,towardsplant&machinery,labour,allleads&lifts,allfloors

b)ProvidingandlayingconcreteM25/20usingRMCforfloorslabongrade includingfinishingthesurfacesmoothetccomplete Therateshallbeinclusiveof alltaxes

c)ProvidingandlayingconcreteM25/20usingRMCforfloorslabongrade includingfinishingthesurfacesmoothetccomplete Therateshallbeinclusiveof alltaxes,towardsplant&machinery,labour,allleads&lifts,allfloorsallcharges

d)ProvidingandlayingconcreteM25/20usingRMCforfloorslabongrade includingfinishingthesurfacesmoothetccomplete Therateshallbeinclusiveof alltaxes,towardsplant&machinery,labour,allleads&lifts,allfloorsallcharges requiredincludingtransportation shuttering centering formworkaspercondition

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

ProvidingandlayingCC M25/15inRCCjali-precastorcastinsituusinggraded aggregatesandnominalreinforcement6mm,asperdesign&sizeapprovedby theConsultant Theconcretetobemachinemixedandtoincludeallnecessary shutteringofwaterproofplyandadequatestrutting&scaffolding,andadequate curing,etc

Providing&fixingapprovedmakePVCrigidconduitpipesinslabs,beams,walls,

i)20mmdia

ii)25mm dia

ThisitemisworkedoutbytheElectricalConsultant

Forthepurposeofthiscourseanapproximateamountisbudgeted

Providing&fixingapprovedmakePVCrigidjunctionboxesinconcreteormasonry

i)150mmdia roundor150mmx150mmsquare&75mmdeep

ii)100mmdia roundor100mmx100mmsquare&75mmdeep

iii)50mmdia roundor50mmx50mmsquare&50mmdeep

ThisitemisworkedoutbytheElectricalConsultant

Forthepurposeofthiscourseanapproximateamountisbudgeted

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

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

i)Rubblesoling230thk

ii)PCC,M20/30belowraft

3
No Description Quantity PLineArea/Perimeter Height/Width No Total Units
Sr
etccomplete 41208 015 -- 61812 CUM
allchargesrequiredincludingtransportation shuttering centering formworkasper conditionbelow,etc complete (GroundFloor) 38745 0175 -- 6780375 CUM
towardsplant&machinery labour
allfloorsallcharges requiredincludingtransportation,shuttering,centering,formworkaspercondition below,etc complete (FirstFloor) 37682 0175 -- 6993 CUM
allleads&lifts
requiredincludingtransportation,shuttering,centering,formworkaspercondition below,etc complete (SecondFloor) 39960 0175 -- 6993 CUM
below,etc complete (Terrace) 6280 0175 -- 1099 CUM
a)RaftSlab 37523 035 -- 1313305 CUM b)RaftColumns 1762 300 -- 5286 CUM c)RaftExternalRetainingWalls 3829 300 -- 11487 CUM
complete 89736 001 000 538416 SQ M
withbitumenetc allcompletetothesatisfactiontotheArchitect 9012 100 -- 9012 SQM
b1*
b2* b3 b4 b5* b6* b7 plinth protectionandpaving b8*

MEASUREMENT SHEET

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

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

Notes:

2)ContractorshouldsubmitfortheConsultant'sapprovaldesignanddrawingfor

3)Amockupofformworkforcolumns typicalcolumn-beamjunction beams

4)Allsurfacesofconcreteelementsshallnotbetreatedinanywayunlessotherwiseinstructed

5)Allconcretesurfacesshallhavesmoothandevenfinishoriginallybythemselves

6)Rateshallincludeuseof5mmthickcompressiblegasketmaterials,fixingagent,

7)Onlyapprovedmouldreleaseagentshouldbeused

8)Manual/mechanicalcleaningofshutterplatesaftereveryuseisamust

9)Therateshallincludehackingofconcretesurfacerequiredtobeplastered

10)Onlynewsteelandplywoodshutteringshallbepermittedforitsfirstuseatsite,

11)Providingcutouts,holes,slits,depressionetc forelectricalfixturesshallnotbe

12)Sizeofthepanelsusedforexposedconcretefinishareasshallbeapprovedby

13)Thesupportingsystemforplatformdoorshallbehavingselfalignmentdevices

14)Forquickerectionofshutteringandstagingthesystemshouldhavesuitable

ThisitemisworkedoutbytheStructuralConsultant Forthepurposeofthiscourseanapproximateamountisbudgeted

Notes:

2)CoverblocksshallbeofgoodqualityconcreteM30/10andshallbevibratedon

3)Whereverweldingofreinforcementisspecified,thesameshallbecarriedout

4)Overweightofthesteelshallnotbeconsideredforcalculatingconsumptionand

5)Columnreinforcementbarsarerequiredtobelappedinthemiddleportionof

ProvidingandfixinginpositionmildsteelreinforcementofTATA/Vizag/SailSteel

Sameasitemd1abovebutforProvidingandfixinginpositionhighyieldstrengths

Sameasitemd2above butforTMTSteelReinforcementofTATA/Vizag/SailSteel

StainlessSteel304screws,nails,bolts,fasteners,etc forallrepairworks

STRUCTURALSTEELWORKSANDOTHERFABRICATIONITEMS

Supplying,fabricating,erecting,aligninginposition,fixing,StructuralSteel ofTATA /Vizag/SailSteelinalltypesofmembers(Box,Ropes,I-sections,C-sections, L-anglesetc)forColumns,Beams,TrussRafter,Purlinforroofs,lofts,stairs, mezzanines,storageracksforparaffinboxes,portals,braces,underpinning, shoring frames etc Theratetoincludecutting anchorfasteners bolting welding,wastageandapplicationofepoxybasedpaints(Asianmake)asper manufacturer'sspecificationsandasdirected Therateshouldincludepaintingof thesteelasstatediniteme5below a)ISMB200beams

Providing,fabricating,erectingandfixingatalllevelsstructuralsteelofTATA/ Vizag/SailSteelinalltypesofmembersforColumns,Beams,TrussRafter, Canopies,roofcovers,purlinforroofs,lofts,mezzanines,storageracksforparaffin boxes portals braces underpinning shoring frames workforallstructuraland otherpurposes,includingcuttingedgestotherequiredprofile,bolting,welding, anchorfastening,riveting,groutingetc completeinallrespects,includingepoxy paintingasspecifiedine5

i)Usingrolledangle,beamandchannelsectionsincluding

ii)Forgussetplates baseplates stiffenerplates etc

iii)ForPipeframestructure

iv)ForSlottedanglestoragerackstructure

Providingfabrications,erectingandfixingSS Railing

i)SS PoleMadein16gauge50mm DiameterISapprovedSS304pipewitha ornamentalSSringatthebottomendsSS topatapexforassemblyofupper Handholdpipewholeunitprovidedwithmirrorfinish (Foraheightof12M)

6285 kg

215 2400 2400 Nos

4
Description Quantity PLineArea/Perimeter Height/Width No Total Units
Sr No
UGtankcapacity 10000 18000 18000 Litres
completeasperthesatisfactionoftheArchitect 14703 1700 300 7499 Litres
210 600 126 kg 090 1000 9 kg 180 200 36 kg 025 300 075 kg
240 1200 288 kg 135 600 81 kg
b)ISMB100columns
D
d1* d2* d3 d4* E
e1 e2* e3
b9 C FORMWORK
REINFORCEMENT

MEASUREMENT SHEET

Note:

1)Theitemsgivenbelowshallbeasper'MasonryWork'ofthespecifications

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

9)Therateforconcreteblockmasonrywallsshallbeinclusiveofproducinghalf blocksandoddsizedblockstosuittheconstruction

10)Mortarsforallmasonryworkshallbemixedinanapprovedmortarmixeror concretemixer

11)Handmixingofmortarwillnotbeallowed

12)Onlyriversandand43gradecementshallbeused

13)Washingofsandinrotaryscrewtypewashingmachinesisamust

14)Bricksusedshallbeoffirstclassandshallbeofregularinshapeandtheir edgesshouldbesharpandshallbefreefromcrack Brickshallbefullysoakedin cleanwaterbysubmerginginatankforaperiodof12hoursimmediatelybefore use

15)Contractorwillberesponsibleformakinggoodallthesurfacesofbrick/block masonrywallinitsoriginalformwhereverinchasingthewallisdoneforproviding servicelineslikeelectrical,telecommunicationandwatersupplyandplumbingetc

Providingandlaying350mmthickbrick(firstclasswirecut)masonrywallin1:6

C:M,aboveplinthoratalllevelsincludingforoddshapedwalls,brickfins, columns,etc includingstrikingjoints,rakingoutjoints,scaffolding,curingetc complete

Providingandlaying350mmthickbrick(firstclasswirecut)masonrywallin1:6 C:M,aboveplinthoratalllevelsincludingforoddshapedwalls,brickfins, columns,etc includingstrikingjoints,rakingoutjoints,scaffolding,curingetc complete (Min cementcontent15Bag/cum) (GroundFloor)

Providingandlaying230mmthickbrick(firstclasswirecut)masonrywallin1:6 C:M,aboveplinthoratalllevelsincludingforoddshapedwalls,brickfins, columns,etc includingstrikingjoints,rakingoutjoints,scaffolding,curingetc complete (Min cementcontent15Bag/cum) (GroundFloor)

Providingandlaying350mmthickbrick(firstclasswirecut)masonrywallin1:6

C:M,aboveplinthoratalllevelsincludingforoddshapedwalls,brickfins, columns,etc includingstrikingjoints,rakingoutjoints,scaffolding,curingetc complete (Min cementcontent15Bag/cum) (Min cementcontent15 Bag/cum) (FirstFloor)

Providingandlaying230mmthickbrick(firstclasswirecut)masonrywallin1:6

C:M aboveplinthoratalllevelsincludingforoddshapedwalls brickfins columns,etc includingstrikingjoints,rakingoutjoints,scaffolding,curingetc complete (Min cementcontent15Bag/cum) (FirstFloor)

Providingandlaying230mmthickbrick(firstclasswirecut)masonrywallin1:6 C:M,aboveplinthoratalllevelsincludingforoddshapedwalls,brickfins, columns,etc includingstrikingjoints,rakingoutjoints,scaffolding,curingetc complete (Min cementcontent15Bag/cum) (SecondFloor)

Providingandfixing overterraceparapethavingdimensions230mmwide 100mmthicknessoveramortarbeddingofCM1:6/Limemortar1:3ofvarying

LengthofRunningWall

Notes:

2)Scaffoldingforplasteringshallbeofselfsupportingtype Holeswillnotbe allowed,tobemadeinthemasonryorRCCworkforanchoringthescaffolding

3)OnlyRiverSandshouldbeused Howeverwashingofsandinrotaryscrewtype

4)Mortarforplasteringworkshallbemachinemixedinamortarmixerorconcrete

5)Therateforplasteringshallalsoincludeprovidingandmixing/applyingan

6)Only43gradecementshallbeused

5
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units G MASONRYWORK g1* g2* g3* g4* g5* g6 g7* PCC g8
PLASTERING,POINTING
1863 2125 - 3958875 SQMT
(Min cementcontent15Bag/cum) (GroundFloor)
7154 2635 - 1885079 SQMT
2730 1250 - 34125 SQMT
1863 2975 - 5542425 SQMT
8860 2975 - 263585 SQMT
1671 2720 - 454512 SQMT
lengths: 11562 -- -- 11562 RUNNING MT ProvidingandlayingBB cobainallpositionssuchasplinths 91300 0264 241032 CUMT H

MEASUREMENT SHEET

7)Rateshouldbeinclusiveofscaffoldingandcuringshallbestartedassoonas theplasterhashardenedsufficientlynottobedamagedwhenwatered Theplaster shallbekeptwetforatleast10days

Providingandapplying15mmthickcementplasterincementmortar1:4 without/withneerufinishedsmooth forRCC/brick/blockmasonrycompleteinall respectsincludingscaffolding bondingagent curingandasdirectedbyArchitect

Providing&applyingacontinuouscementplasterdripmouldofsize50mmwide and15mmthickunderRCCpardi chajjaandaroundwindowopeningsatalllevels includingnecessaryscaffolding,stagingetc

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

Notes:

1)Theitemsgivenbelowshallbeasper'Flooring'ofthespecifications

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 manufacturer'sinstructionsshallbeusedandtheratesquotedshallbeinclusiveof 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

6
No Description Quantity PLineArea/Perimeter Height/Width No Total Units
Sr
164068 -- -- 164068 SQMT
andcuringcomplete 31543 -- -- 31543 R MT Limepointing1:2limetosandmortaronexposedbrickwallsofthickness12mmin beadedpointing 63180 -- -- 63180 SQMT
completeinallrespects 164068 -- -- 164068 SQMT
h1 h2* h3 J PAINTING j1* K FLOORING&PAVING&SKIRTING

MEASUREMENT SHEET

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

Providingandlayingfullbody8mmthickCeramicVitrifiedtilesofRestile/Pedder /Johnson/Nitcooranyapprovedmakecolourorofsize300x300mminclusive ofbeddingofCM 1:4,forlocalisedrepairsorinlargequantities,fordado,and

Providingandlayingfullbody8mmthickCeramicVitrifiedtilesofRestile/Pedder /Johnson/Nitcooranyapprovedmakecolourorofsize300x300mminclusive ofbeddingofCM 1:4,forlocalisedrepairsorinlargequantities,forflooring/ skirting,andwithcementfloatandJohnsonbalgrout

Providingandlayinginrequiredpositionchinamosaicflooringoverconventional waterproofingtreatmentoratgroundleveloverPCCorIPSbaseofapproved colourandpatternon40mmthickbeddingof1:4cementmortarincludingneat cementfloat,givingproperslopes,compaction,curingetc

Providingandfixing25-32mmthicklaboratory/otherplatformcountersofpolished jetblackgranitestoneofapprovedshape,qualityandcolourincludingrough granitebase,samegranitebothsidepolishedverticalframes,cuttingholesof requiredsizesinappropriatelocationstoreceivesinkpipesetc horizontalshelves asdirectedbyArchitect Doublestonefasciaupto300mmskirting edge moulding,rounding/polishing,fixinginthecementmortar1:3,curing,cleaning, withallvisibleedgesofgranitestonestobefinishedashalfroundorother specifiedmoulding,withheavygauge(18BWG)stainlesssteelsinkofavg 450mmx600mm asapprovedofmakeslikeNirali orCeramiclab(parryware/ Hindustanorapprovedequivalent)etccomplete

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

Providingandlaying40-60mm thk RoughGranite{shotblasted/flamefinished} Flooring,forentrancearea,porch,rearwaiting,rampsetc orasmentionedunder ofsizes12x12m orasmentionedonacementmortarbeddingof1:6with10 mmgroovebetweentheslabsandrecessedby5mmandfinishedinrichcement slurry

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 manufacturer'sforapproval Architectdecisionshallbefinal

6)Alljointsbetweencivilworkandaluminumframesshallbesealedandmadeair tightbyapplyingSiliconesealantorequivalentasapprovedatContractor'scost

7
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units
15185 -- -- 15185 SQMT
withcementfloatandJohnsonbalgrout
106708 -- -- 106708 SQMT
complete 36700 -- -- 36700 SQMT
7645 -- -- 7645 SQMT
51334 -- -- 51334 SQMT
13200 -- -- 13200 SQMT
k1 k2 k3 k4 k5 k6 M

MEASUREMENT SHEET

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 'Dorma'TGDI35025Spullhandle,25mmdia,350mmlongor 'DORMA'TG9155ormatchingwithexistinghandleasspecifiedandapprovedby 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

ProvidingandfixingShutters35mmthicksolidcoremarineflushsingle/double shutterasspecifiedinthedrawinganddoorscheduleswith6mmTWslatsasper drawingwith8mm thickglassobservationwindow,shutterfinishedwith2mm thickapprovedlaminate,withkickingplateandlockplate200mmwidein3mm thickSSsheet,with2mmthick100mmwideedgeguardalongalledgesofthe shutter withconcealed/opendoorcloser/floorspringandotherhardware as approved

Providingandfixing24MX015Mpanels12mmthickasspecifiedinwindow schedulewith40mmX40mmblocksaddedtosupport12mmMSbarforpivoting thepaneland10mmgrooveonbothsidesforlocking

Notes:

1)Thecontractorwillgivea10yearsguaranteeoftheworkundertakenon Rs100/-Stamppaperontheapprovedformatdulyregistered

2)Tenpercentamountofvalueofworkswillberetainedfortheperiodoffiveyears fromthedateofactualcompletionofthework,willbereleasedprogressivelyat fourpercentaftertwoyearssubjecttoattendinganyrectificationofdefectsand balanceamountsbytheendoffiveyears

3)Allworktobedonethroughspecialistwaterproofingandstructuralrepair agenciesshallbeundertakenonlyontheapprovaloftheArchitect

8
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units
complete 2742 100
Ratealsotoincludeprovidingplain6mmthickModiorAsahifloatglass forpartlyglazeddoors includingsidebeadings,rubbergasketsetc complete 106 100 RCC Jali
precastjaliupto100mmthicknessof
scaffolding etc complete 89736 010 89736
ProvidingandfixingatalllevelsRCC
approveddesigninCM 1:2laidinlineandlevelincludingwatering,curing,
3600 19000 6840 SQMT
m1* m2 m3 m4 N WATERPROOFING

MEASUREMENT SHEET

Providingandapplying70mmto75mmthickproprietarybrandcementbased waterproofing(boxtype)forbottomRCCraftslabandsidesofRCCwallsofwater tanks septictanks effluenttreatmenttanks etc including providingleakproof treatmentby injectiongrouting toconcretemembersat10mcentresinboth directionsandalsoatallconstructionjoints,andprovidingandfixing20mmto 25mmthickroughShahabadstoneorotherapprovedstonetilessetin20mmthick 1:3waterproofcementmortarandfinishingthebylaying/plastering with20-30 mmthickC:Min1:3withwaterproofcompound(Contractortogivecomplete

Providingandapplying20to35mmthicksmoothfinished waterproofplaster/ bedding in cementmortar1:3withwaterproofadmixtureofapprovedqualityand quantityforwaterproofingwatertank, includingbacktroweling asspecified, makingthesurfacesmoothandhardorpreparingthesurfacetoreceivetheplaster or

ProvidingandlayingwaterproofinginWCandbathroomincludingBB cobainall positionconsistingofspecialisedapprovedwaterproofingcompoundandmaterial

Providingandlayingcementbasedwaterproofingtreatmenttoterracewithbricks batslaidinrequiredslopetodrainthewaterforanyspanaftercleaningthe base surfaceapplyingacoat ofcementslurryadmixedwithapprovedwaterproofing compoundandlayingthebrickbatsonbottomlayerinC:M1:5admixedwith approvedwaterproofingcompoundfillinguptohalfdepthofthebrickbats,curing thislayerfor3daysapplyingcementslurryoverthislayerjointingofbrickbatswith C:M1:3admixedwithapproved waterproofcompoundandfinallytopfinishingwith average20mmthicklayersofcementmortaraddedwithjutefiberat1kgperbag includingfinishingthesurfacesmoothwithcementslurryadmixedwithapproved

WaterProofingChajja

Providingandapplyingwaterproofingtreatmentoverchajjausingproprietary cementbasedsystemlikeIndiaWaterproofingusingbrickbatsof50mmormetal no2,averagethicknessoftreatment50mm,finishedwithsmoothcementfinish withfalsetilemarks includingbreaking/removingexistingwaterproofingand cartingawaythedebrisetc

Tilejointfilling

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

Gapssealing

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

ProvidingandfixingLeadFlashing750mmoverChajjashallbehoused approximately300mmabovechajjainamortarjointofadjoiningmasonrywall,this sheetctshallbeslopingoutwards Fasteningdown –Thesheets,shallbe fastenedwiththebestSSorBrassscrews/boltsandleadwashersAllen’s,Fisher orotherapprovedfasteningsasdirectedbytheConservationArchitect Thelead sheetingshallbegoodmilledleadnotlessthan10Kg/Sqmbenttotheshape fastenedintothewall groove20mm,withbrass/sswallhookswithjointsatright anglestotheflowbyadripwithaproperlap,iflevelspermit,orby75mmjointsof

SECTION-III: CARPENTRYANDBUILTINFURNITURE

Notes:

1)CarpentryandJoinery,forpartitions,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 manufacturer'sforapproval Architectdecisionshallbefinal

5)Alljointsbetweencivilworkandtimberframesshallbesealedandmadeair tightbyapplyingSiliconesealantorequivalentasapprovedatContractor'scost

6)Ratesforrepairsaswellasprovidingandfixingofnewcarpentryitemsand furnitureinthissectionshallbeinclusiveofalltheitemsofhardwareandfittings requiredandnoextrashallbepaidtothecontractortowardsthecostofhardware/ fittings

9
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units n1* n2 n3 n6 n7 n8 n9 n10
specificationsforwaterproofingsystemheproposetocarryout) 48343 48343
tilesasdirectedetccomplete 5160 5160
54600 54600
asperspecificationswithallleadandlift
waterproofingcompound 33300 33300
complete 3377 3377
complete 124400 124400
foldedlead 11580 11580

MEASUREMENT SHEET

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 'Dorma'TGDI35025Spullhandle 25mmdia 350mmlongor 'DORMA'TG9155ormatchingwithexistinghandleasspecifiedandapprovedby 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

SupportforPCCjaali-WoodenangledsupportsforW1asmentionedinthedoor andwindowschedule

WoodenframesforW2-12woodenstripsforthickness10mmandlength100mm joinedtoformacubicleframefortheglassblocktofitandsupport Theseframes aretobejoinedtoeachotherusingfasteningmaterials

Notes:

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

2)Thequotedpriceshallbeinclusiveofcentralexciseduty,VAT,octroiandservice 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 500 No

FabricationandinstallationofTreeGratingasspecifiedinthedrawings

10
No Description Quantity PLineArea/Perimeter Height/Width No Total Units
Sr
84000 840 Nos
1473600 14736 Nos
A
a1* a2 1 a) signageboard 2 SECTION-IV: MISC
CARPENTRY

MEASUREMENT SHEET

i)Castirontreegrating,paintedwithanticorrosionprimerand2coatsof polyurethane/epoxypaintinapprovedshade,tobefixedontoconcretebaseas shownindrawings Ratetobeinclusiveofbasegrouting providing fixing nuts bolts,welding,painting,etc

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

ProvidingandfixingapprovedISImarkedmakewhite/colouredglazed'vitreous chinawarewash'handbasincountertoporsuitableformountingbelow'counter comprising:

a)White/colouredglazedvitreouschinawareovalshapedwashbasin,size 550mmx400mmwithsupportingMSorCIbrackets

b)1No15mmCPbrasspillarcockwithallfittings

c)1No32mmCPcastbrassbottletrapwithextensionpiecetowall,wallflange withrubberadopterwasteconnection

d)1NoheavyqualityCPbrassangularstopcock15mmsizewithCPbrassflexible connectorpipe Thesupportingbracketshallbeprovidedwith3coatsofapproved paintofapprovedshade

Providingandfixing15mmsizeCPbrassbibtapISImarkedheavyqualityonGI lineswithflangeandCPconnectorofapprovedmake

Providingandfixing25mmthickwhite/colouredPVCpartitionswithmachinecut edges,roundedexposedcornersfixedtowallbycuttingchasesandfixingin25

ProvidingandfixingheavyISImarkedmakeheavyqualityCPbrassconcealed typestopcockwithheavyqualitycastwallflange

ProvidingandfixingapprovedheavyISImarkedmakeCPbrass spoutsforbath with20mmthreadsoutsideand15mmthreadinsidecompletewithtaperedwall flange

ProvidingandfixingapprovedISImarkedmakewhite/colouredglazedvitreous chinawareOrissawaterclosetcomprising:

a)Orissapansize580mmx440mmwithboxriminletwithPorStrapasrequired

b)10litrescapacityflushingcisternwith15mminletconnectionwithCPbrassstop cock CPbrass flushbendetc

ProvidingandfixingISImarkedmakeSSsinkwithintegraldrainboard,single pressingofsize930mmx460mmwithsupportingbracketsCPbrasswaste bottle

SupplyandfixingHindustanPilkingtonmakemirrors 6mmthickwithplainor bevelededge,8mmthickplywoodbacking,4NosCPbrassscrewswithCPbrass

Providing&fixinginpositionheavytestedscrewdown15mmCPbrasssinkcock withraisedJshapedswingingspoutwithflangeofapprovedmake

11
Sr No Description Quantity PLineArea/Perimeter Height/Width No Total Units
complete 800 100 300 24 SQMT
300 300 Nos
4700 4700 Nos
faceofbuilding
1800 1800 Nos
300 300 Nos
Size1800mmx600mmclearofwall 16200 162
MMaluminumframecomplete
4700 4700 Nos Size15mm
100 100 Nos Size15mm
2500 2500
Nos
trapetc complete 400 400 Nos
capsscrewedtorawlplugsembeddedinwall 1800 1800 Nos Supplyandfixing40mmCPbrasswastecouplingwithrubberplugandCPchain 1800 1800 Nos
400 400 Nos Plant1 100 100 Nos SECTION-VI: PLUMBING TOTALOFSECTION-VI SECTION-VII: LANDSCAPINGANDGARDENING A SANITARYSYSTEM 11 12 13 14 15* 16 17 18 19 110 111 B* Providingplantsandtreesaplings: b1*
EXCAVATIONPIT EXCAVATIONPIT RETAININGWALL FOUNDATIONCOLUMN RETAININGWALL LOADBEARING BRICKWALL PLINTH RCSLAB RCSLAB LOADBEARINGBRICKWALL II.A.a1:Amountofsoiltobeexcavated LOADBEARINGBRICKWALL 514sq.mt II.A.a2Fillingofmurruminsidetheraft 485sq.mt II.A.a3Antitermiteprotection-verticalsurfaceareaofcolumnsandretainingwall 244sq.mt II.A.a4:Anti-termitetreatment-Groundfloor(coveredplintharea) 406sq.mt II.A.a5Antitermiteprotection-Firstfloor(Slab1coveredarea) 354sq.mt II.A.a6Antitermiteprotection-Secondfloor(Slab2coveredarea) 60sq.mt II.A.a7Dampproofcourse(perimeteroftheplinthslab) 88.3mt PLINTH 1:500 1:500 1:500 1:500 1:500 1:500
PCCBED PLINTH RCSLAB RCSLAB RCSLAB RAFT FOUNDATIONCOLUMN RAFT FOUNDATIONCOLUMN RAFT II.B.b1:PCCbedbelowraft 412sq.mt II.B.b2.a:Concretefillingforplinth 387.5sq.mt II.B.b2.b:Concretefillingforfirstfloorslab 377sq.mt II.B.b3.a:Concretefillingforraftslab 375sq.mt II.B.b3.c:Concretefillingforsecondfloorslab 400sq.mt II.B.b2.d:Concretefillingforterraceslab 63sq.mt II.B.b3.b:Concretefillingforfoundationcolumns 7sq.mt 1:500 1:500 1:500 1:500 1:500 1:500 1:500
PLINTH PLINTHPROTECTION 11300 2650 12200 3550 450 300 1000 4502650 1750 FREEBOARDSPACE RCTANK 1500 1720 515 1500 SINTEXPVC WATERTANK RETAININGWALL 1010 150 2400 40 12 40 700 35 75 35 40 35 2510 40 SSRAILING BALUSTERS CHAJJA RAFT II.B.b3.c:Concretefillingforretainingwalls 28.5sq.mt II.B.b4Concreteforplinthprotectionandpaving(perimeterofplinthinrunningmt.) 90sq.mt II.B.b5:Concretefillingforundergroundwatertank(volumeoftank) 15000+3000(freeboard)sq.mt II.B.b6:CapacityofoverheadSintexwatertank 2500*3=7500L II.E.e3:SSstaircaserailing(inrunningmetre) 31.5mt II.H.h215mmDripmould(inrunningmt) 315.4mt III.A.a1:Plywoodcuttingforverticalwoodenlouvres 514sq.mt 1:500 1:500 1:500 1:50 1:200 1:100 1:250

II.G.g2:350mmthickwallsongroundfloor(height-2.935m)

II.G.g1:350mmthickwallsongroundfloor(height-2.125m)

II.G.g3:230mmthickwallsongroundfloor(height-1.125m)

II.G.g4:350mmthickwallsonfirstfloor(height-2.975m)

II.G.g7:230mmwidePCCcopingalongupstand(thickness-100mm)

II.G.g5:230mmthickwallsonfirstfloor(height-2.975m) 88.60sq.mt

LOADBEARINGBRICKWALL LOADBEARINGBRICKWALL LEDGEBRICKWALL LEDGEBRICKWALL LOADBEARINGBRICKWALL LOADBEARINGBRICKWALL LOADBEARINGBRICKWALL +3.0M +6.0M +8.7M +6.0M COPINGONUPSTAND
18.63sq.mt
71.5sq.mt
27.3sq.mt
18.63sq.mt
16.7sq.mt
II.G.g6:230mmthickwallsonsecondfloor(height-2.72m)
115.6sq.mt 1:500 1:500 1:500 1:500 1:500
PAVERBLOCKS ROOFCOVEREDWITHCHINA MOSAICFLOORING LOADBEARINGWALL(LENGTHTO BECOVEREDWITHDADOTILING) LEDGEWALL(LENGTHTO BECOVEREDWITHDADOTILING) SLOPEENTRYFORPLINTH RAMPSFORTOILETBLOCK +0.3M +0.2M +0.1M +0.05M +0.0M +0.0M +0.0M +0.0M +0.3M 1250500 500 +0.0M RCSLAB LOADBEARINGBRICKWALL TOILETBLOCKPLINTH II.K.k2:Tilingforflooringandskirtingforground,firstandsecondfloor 1067sq.mt II.K.k1:Tilingfordadointhetoiletblock 177.1sq.mt II.K.k3:Terraceareacoveredwithchinamosaicflooring 367sq.mt II.K.k5:Layingofpaverblockarea 513sq.mt II.K.k6:Roughgraniteflooringforrampsandplinthslope 132sq.mt 1:500 1:500 1:500 1:500 1:500 1:500 1:500
WOODEN DOORFRAME 75 60 450 2300 35 30 125 125 200 860 PCCJAALI AREAOFCHAJJA AREAFORWATERPROOFINGONTERRACE AREAFORSUNK SLABFILLEDWITHBBC INTERNALSURFACEAREA OFWATERTANKFOR SHAHABADTILING LOADBEARINGBRICKWALL PLINTH II.M.m2:WoodenshutterfordoorD1 1.06sq.mt II.M.m3:PCCjaali(width-100mm) 897.4sq.mt II.N.n1:Shahabadtilewaterproofingforinteriorofundergroundtank 51.6sq.mt II.N.n1:Brickbatcobawaterproofingonterraceareas(thickness-100mm) 333sq.mt II.N.n4:Brickbatcobafillinginsunkslabfortoiletblock 546sq.mt II.N.n6:Waterproofingforchajja 34sq.mt 1:500 1:500 1:500 1:50 1:50 1:25 1:500
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