Volume-II

CENTEROFINNOVATIVEAPPLIED

BIOPROCESSINGDEPARTMENTOFBIOTECHNOLOGY

(Govt.ofIndia)

KnowledgeCity,Sector‐81,Mohali

FINANCIALBIDDOCUMENT

Provisionof RCCretainingwallonpilefoundationforpreventionofsoilerosionfromNaturalChoeincampus.

TECHNICALSPECIFICATIONS

1.0STANDARDSPECIFICATIONSTOBEFOLLOWED

TheworkshouldbeexecutedasperfollowingCPWDspecificationandalsothespecificationlaidintenderdocument.Incase,abovespecificationsarenotavailableforcertainitem,thenthematerialshouldconformtoISIandBISstandards.

1.1CivilEngineeringWorks

CPWDSpecification2009Vol.IIIalongwithlatestcorrectionslips.TheseSpecificationshavereplacedCPWDSpecifications1996alongwithCorrectionSlipsissuedonthem.TheseSpecificationscoveralltypesofWorks.ThespecificationsareavailableasaprinteddocumentissuedbyCPWDandalsoinsoftcopyPDFFormatinCPWDwebsite.

1.2ElectricalEngineeringWorks

(A)CPWDGeneralSpecificationsforElectricalWorksPartIInternal-2013.

(B)CPWDGeneralSpecificationsforElectricalWorksPartIIExternal-1994.

(C)CPWDGeneralSpecificationsforElectricalWorksPartIVSubStations–2013.Theabovespecificationsshallbereadwithuptodatecorrectionslips(ifany).

(A)CIVILWORKS

WORKMANSHIPFORTHEENTIREPLUMBINGWORK.

Theworkmanshipshallbebestofitskindandshallconformtothespecifications,asbeloworIndianStandardSpecificationsineveryrespectorlatesttradepracticesandshallbesubjecttoapprovaloftheEngineer-in-Charge.Allmaterialsand/orWorkmanshipwhichintheopinionoftheEngineer-in-Chargeisdefectiveorunsuitableshallberemovedimmediatelyfromthesiteandshallbesubstitutedwithpropermaterialsand/orworkmanshipforthwith.

WARRANTYANDHANDOVER

TheContractorshallwarrant thatallplant,materialsandequipment suppliedandallworkmanshipperformedbyhimtobefreefromdefectsofwhatsoevernaturebeforehandovertotheEngineer-in-Charge.AlltheGuarantee/WarrantycertificatesofalltheitemsshallbeinthenameofInstitutei.e.,CENTEROFINNOVATIVEAPPLIEDBIOPROCESSING(CIAB),Mohali.

HANDINGOVEROFDOCUMENTS

AlltestingandcommissioningshallbedonebytheContractortotheentiresatisfactionoftheEngineer-in-ChargeandalltestingandcommissioningdocumentsshallbehandedovertotheEngineer-in-Charge.

NOTE:Incaseofanycontradictionbetweenthespecifications,thecontractorshalltakethepriorapprovaloftheEngineer-In–Chargebeforeexecutingthesameatsite.

LISTOFMAKESTOBEADOPTED

S.No / Item / Make
1. / Cement / JKLakshmi/ACC/Ultratech/Ambuja
2. / SteelReinforcement(TMTbars) / Tata/JSWJindal/Sail/Vizag
3. / Mildsteeltubular/sectionwork/Tubes / Jindal/Apollo/Tata/SAIL
4. / AdmixturesCompound / BASF,SIKKA,SKOFINDIA

Note:-AnyothermaterialmakesnotmentionedaboveshallbeISImarkedgotapprovedfromEngg-in-charge

NAMEOFWORK:-ProvisionofRCCretainingwallonpilefoundationforpreventionofsoilerosionfromNaturalChoeincampus

ABSTRACTSHEET

S.NO / PARTICULARS / AMOUNT(InINR)
1 / ESTIMATEDVALUEOFWORK(INCLUSIVEOFTAXES,LABOUR
CESSETC) / Rs1,68,68,787/-
2 / PERCENTAGE(%AGE)QUOTE
PLUS/MINUS(+/-)BYBIDDERONESTIMATEDAMOUNT(INFIGURES)
3 / PERCENTAGE(%AGE)QUOTE
PLUS/MINUS(+/-)BYBIDDERONESTIMATEDAMOUNT(INWORDS)
4 / NET AMOUNT AFTER UN-
CONDITIONALPERCENTAGEREBATEOR QUOTEABOVEESTIMATEDVALUE((INFIGURES)
5 / NET AMOUNT AFTER UN-
CONDITIONALPERCENTAGEREBATEOR QUOTEABOVEESTIMATEDVALUE((INWORDS)

StampSignaturesofbidder

S.N / DescriptionofItem / Unit / Quantity / Rate / Amount
1 / Earthworkinexcavationbymechanicalmeans(hydraulicexcavator)/manualmeansinfoundation,trenchesofdrainsatalllevels,depth,liftsetcincludingdressingofsidesandrammingofbottomslift,includinggettingouttheexcavatedsoilanddisposalofsurplusexcavatedsoilasdirected,withinaleadof50m.
Cumec / 6800.00 / 157.50 / 1071000.00
2 / Fillingavailableexcavatedearth(excludingrock)intrenches,plinth, sides offoundationsetc.inlayersnotexceeding20cmindepth,consolidatingeachdepositedlayerbyrammingandwatering,leadupto50mandliftupto1.5m
totalincum / Cumec / 6800.00 / 112.40 / 764320.00
3 / Supply,layingearthfromoutsideincludingthecostoffillinginlayersnotmorethan20cmindepth,ramming,carriage,royaltyetccompleteasperdirectionsofEngineer-incharge / Cumec / 1500.00 / 220.00 / 330000.00
4 / Boringwithhydraulicpilingrigswithpowerunits,ProvidingandinstallingcastinsitusingleunderreamedpilesofspecifieddiameterandlengthbelowpilecapinM-25cementconcrete,tocarryasafeworkingloadnotlessthanspecified,excludingthecostofsteelreinforcementbutincludingthecostofboringwithbentonitesolutionandthelengthofthepiletobeembeddedinpilecapetc.allcomplete.(Lengthofpileforpaymentshallbemeasureduptotothebottomofpilecap):SuccessfulbiddertoprovideloadtestingofpilesforadherencetodesigncapacityasperrelevantIScodefreeofcost
500mmdiapiles / Metre / 1706.666
7 / 2715 / 4633600
5 / Providinglayinginpositioncementconcreteofspecifiedgradeexcludingthecostofcenteringandshuttering–Allworkuptoplinthlevel.
1:4:8(1cement:4coarsesand:8gradedstoneaggregate40mmnominalsize). / m3 / 140.25 / 4004.0
0 / 561561.00
6 / ProvidingandlayinginpositionreadymixedM-25gradeconcreteforreinforcedcementconcretework,usingcementcontentasperapproveddesignmix,manufacturedinfullyautomaticbatchingplantandtransportedtositeofworkintransitmixerforallleads,havingcontinuousagitatedmixer,manufacturedaspermixdesignofspecifiedgradeforreinforced cement concrete work, including pumping of
R.M.C.fromtransitmixertositeoflaying,excludingthecostofcentering,shutteringfinishingandreinforcement,includingcostofadmixtures,inrecommendedproportionsasperIS:9103toaccelerate/retardsettingofconcrete,improveworkabilitywithoutimpairingstrengthanddurability,asperdirectionoftheEngineer-in-charge.(Note:-Cementcontentconsideredinthisitemis@330kg/cum.Excess/lesscementusedasperdesignmixispayable/recoverableseparately)SuccessfulbiddershallgetthedesignmixofconcretedonefromaGovernmentDepartment/NABLlaboratorywithpermissionofEngg-in-charge.Noadditionalcostshallbepayabletocontractorforsametest.ThevendorneedtovettedfromGovernmentApprovedDesigner/Architectthedesignbeforestartingthework
Allworksuptoplinthlevelandaboveatalllevels. / m3 / 649.20 / 6713.6
0 / 4358469.12
7 / Addforusingextracementintheitemsofdesignmixoverandabove
thespecifiedcementcontenttherein
quintal / 10.00 / 672.75 / 6727.50
8 / SteelreinforcementforR.C.C.workincludingstraightening,cutting,bending,placinginpositionandbindingallcompleteupto plinth
levelabovelevels.
Thermo-mechanicallytreatedbars-FE-500
D / Kg / 71138.4 / 56.6 / 4026433.44
9 / Centeringshutteringincludingstrutting,proppingetc.andremovalofformfor:-Walls(anythickness)includingattachedpilasters, buttresses, plinth and stringcoursesetc.
Sqm
2404.80 / 380.00 / 913824.00
10 / Centeringshutteringincludingstrutting,proppingetc.andremovalofformfor:-Foundation,footings,basesofcolumns,etc.formassconcrete.
Sqm
182.41 / 196.45 / 35834.84
Total / 16701769.9
Add1%forlabourcess / 167017.70
NetTotalamountincludingtaxes,profits,wastage,labouretc. / 16868787.6
SAYRs
1,68,68,787/-

NOTE:-PaymentshallbereleaseditemwisebasedonactualmeasurementexaminedatsitebyEngineer-In-Charge.RatequotedshallbedeemedtobeinclusiveofGST/othertaxes.Thevendor needto vettedfromGovernmentApproved Designer/Architectthedesignbeforestartingthework.

Signature/StampofBidder