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Tender Value
₹49.0 L
EMD Value
₹49,025
Closing Date
7 Apr 2026, 6:00 pmClosed
Ahmedabad Municipal Corporation Central Zone
Const. Two Level Two Wheeler Parking opp Pankornaka, Ratanpole pay and use in Khadia ward.
291892
CENTRAL ZONE E-Tender Notice No.17/2025-2026 Tender No.534
Open
Civil Works - Others
Ahmedabad
₹1,500
Municipal Commissioner, Ahmedabad
₹49,025
30 Mar 2026
30 Mar 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
11 SubmissionofPriceBid ThePricebidshallbesubmittedonlineonly.ThebiddershallfillItemratein
BOQonlineonlyuntilspecified.
PriceBidshallbesubmittedphysicallydulysigned&sealwithout
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AhmedabadMunicipalCorporation
mentioningquotedrated,elseitshallbeconsideredasrejected.
12 OpeningofTechnicalbid AsperNoticeinvitingTender/Addendum/Corrigendum.
13 Tendervalidityperiod 120daysfromthelastdateofsubmissionofTender.
14 SecurityDeposit 3%ofContractValuetobesubmittedintheformof(DemandDraft/payorde
r/BankGuaranteeinfavourofMunicipalCommissioner,Ahmedabad.Ban
kGuaranteeshallbefromapprovedlistofAMCofbanksasperattchedANN
1financedept.latestcircular.andtheissuingbranchofbankguaranteesh
allbeofAhmedabadCityonly.ThevalidityoftheSecurityDepositshallbeup
tovalidtill90daysbeyondDateofcompletionofwork.
TheSecurityDepositshallbepayablein10days(fortendersuptoRs.10.0Lac
s)or15days(fortendersofRs.10.0Lacsandabove)fromdateofreceiptofLO
Ifailingwhichinterest@4%perannumwillbe
15 DeductionsfromRunning
a. RetentionMoney 2%amountofeachRunningBillshallbedeductedasaRetentionMoney.Suc
hretentionmoneyshallbereleasedinthefinalbillofthe
b. Labourwelfarecess LabourwelfarecessaspertheAct,1996(nonrefundable)shallbe
deductedfromeachrunningbill.
16 Defect&LiabilityPeriod Notapplicableinthiscase.Ifapplicablethanreferconditionof
contractattachedoverruleasperformB-1publishedbyGovernment.
17 CompansationforDelay 10%oftheactualbalanceworkafterTimelimitexpired.
• AllthecircularswhichwerepublishedbyAuthoritiesofAMCtimebytimewillbeapplicableonsaidTe
nderandboundtobidderwithoutanycondition.
• Conditionaltenderswillnotbeacceptedinanycase.MunicipalCommissionerreservestherightstor
ejectanyorallthetenderswithoutassigninganyreasonsthereof.
• TheauthorizedsignatoryholdingPowerofAttorneyshallonlybetheDigitalSignatory.Incaseauthor
izedsignatoryholdingPowerofAttorneyandDigitalSignatoryarenotthesame,thebidshallbeconsi
derednon-responsive.
SealandSignatureoftheBidder AdditionalCityEngineerDate:
AhmedabadMunicipalCorporation
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AhmedabadMunicipalCorporation
(Oncontractor’sLetterHead/certifiedwithStampandSignwithContactDetail)
TENDERDECLARATIONFORM
AdditionalCityEngineerCentral
AhmedabadMunicipalCorporation,A
NameofWork:- bægÍtul lt FtzegtJtuzo btk vtlftuhltft h<lvtu¤ le mtbu ytJuj vu yuLz gwÍ le ctswbtk ngt< xw-
Ônejh vtfeod Jt¤e søgtbtk xw juJj vtfeod cltJJtlt ftb ctc<.
I/WetheundersignedhavecarefullygonethroughandclearlyunderstoodtheTenderdocumentso
fabovementionedprojectcomprisingofNoticeInvitingtenders,ArticlesofAgreement,Scopeofwork,Defin
itionofterms,notesInstructions/InformationtoBidder,ConditionofContract,specialconditionofcontract
,Appendices,Specifications,BillofQuantities,furnishedbyAHMEDABADMUNICIPALCORPORATION.
I/Wedoherebyoffertoexecuteandcompletethewholeoftheworkwithinthetimespecifiedallinac
cordancewiththespecification,designs,drawingandinstructioninwritingreferredtointhesaiddocument
andwithsuchmaterialsasmentionedfor,attherespectiverateswhichI/wehavequotedinthePriceBidorats
uchotherratesasmaybefixedundertheprovisionsoftheseconditions.
IntheeventofthistenderbeingacceptedI/Weagreetoenterintoanagreementandwhenrequired,
executethecontract,accordingtoyourform1ofagreementasorindefaultwhereofI/weboundmyself/ours
elvestoforfeitthe"EarnestMoneyDeposit."
I/WeunderstandthatifI/WeshallnotenterinagreementwithinfifteendaysorasdecidedbyAMCfr
omthedateofreceiptofletterofacceptance,youwillforfeittheearnestmoneypaidbyme/usandtakeneces
saryactionasdeemedfit.
I/WehaveenclosedaDemandDraft/BankGuaranteeasan“EarnestMoneyDeposit",forthesumas
mentionedinNIT,thefullvalueofwhichistobeabsolutelyforfeitedtotheEmployerIfI/Wefailtocommencet
heworkspecified.OtherwisetheEmployershallretainthesaidsum,asonaccountofsuchSecurityDepositas
providedforintheaforesaiddocuments.
I/Weagreenottoemploysub-
contractorsotherthanthosethatmaybeapprovedinaccordancewithconditionsintheaforesaiddocument
I/WeunderstandthatMunicipalCommissionerisnotboundtoacceptthelowestoranytender,whic
harereceived.I/Wealsounderstand&agreethatMunicipalCommissionerReservestherighttoallotnumbe
roftenderstosuccessfulbiddersathissolediscretionincaseifI/Weam/arelowestinmorethanonetender.
I/Weam/areboundtoexecutethejobiftheworkorderisissuedwithin120daysfromthedateofope
ningofthetender.
IamboundtoexecutetheworkbymaintainingallQualityaspects/parametersmentionedintheten
dertermsandconditions.IamalsoboundtosubmitallsupportingGenuineOriginaldocumentsasandwhena
skedandifanydiscrepancyfoundinsuchdocumentsaswellasintheexecutedWorkwithrespecttoQuality/Q
uantityatanystageofworkorevenaftercompletionofwork,itwillbesolelymyResponsibility.Iamboundtop
roveoriginalityofalldocumentssubmitted
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AhmedabadMunicipalCorporation
bymeandifanyDocumentsfoundfalse/fakethenMunicipalCommissioner/AMChasrighttotakeanyaction
/penalty/punishmentagainstme.
IamalsoboundthatifI/we,indulgedintoanymalpracticeand/orusedanyinferiorqualityand/orthe
constructionofroadisfoundtobeofaninferiorqualityunderthiscontractthaninsuchcaseMunicipalCommi
ssioner/AMChasrighttodebar/blacklistpermanently.
Yoursfaithfully
SealandSignofContractor
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AhmedabadMunicipalCorporation
SECTIONIINSTRUCTIONS
CompetentauthorityonbehalfofTheMunicipalCommissioner,AhmedabadMunicipalCorporation(referr
edtoasEmployerinthesedocuments)invitessealedbidsfortheconstructionofworks(asdefinedin
thesedocumentsandreferredtoas“thework”)detailedinthetablegivenintheInvitationforBid(he
reinaftercalledasIFB.)fromcompetentbidder.Thebiddersmaysubmitbidsfortheworksdetailedi
nthetablegiveninIFB.
2.0 SourceofFunds
AhmedabadMunicipalCorporationhasarrangedthefundforthisproject.
3.0 EligibleBidders
TheInvitationforBidsisopentoalleligiblebiddersmeetingtheeligibilitycriteriaasdefinedinthistender.
AllbiddersshallprovideQualificationInformationandFormsofBidmentionedintheClause-
14.AnagencythathasbeenengagedbytheEmployertoprovideconsultingservicesforthepreparati
onorsupervisionoftheworks,andanyofitsaffiliates,shallnotbeeligibletobid.
Anyentitywhichhasbeendeclaredasnon-
performingbyNHAI/GoG/AMCorthefirmsthoseareblacklisted/debarredforspecifiedperiodbyA
MC,GovernementofGujarat,GovernmentofIndiaoranyotherentitycontrolledbyit,wouldnotbe
eligibletosubmittheBid.
4.0 QualificationoftheBidder
Requiresregistration:-
RegisterasperNoticeInvitingTenderhavinginRoadWorksinPWDinGovt.R&B/CPWD/AMCorequ
ivalentregisterwithanyotherstateGovt.orinstitutions.
5.0 DISQUALIFICATION
Eventhoughthebiddersmeettheabovementionedqualifyingcriteria,theyaresubjecttobedisqual
ifiediftheyhave,
• Mademisleadingorfalserepresentationsintheforms,statements,affidavitsandattachmentss
ubmittedinproofofthequalificationrequirements;and/or
• Recordofpoorperformancesuchasabandoningtheworks,notproperlycompletingthecontrac
t,inordinatedelaysincompletion,litigationhistory,orfinancialfailuresetc.ordebarringfromA
• Tamperedthebiddocumentinanymanner.
• Colludedwithotherprospectivebiddersforthisworktoarriveatquotedpricesforthepurposeof
restrictingcompetition.
• IndulgedininducementofanyofficialofAMCand/ortheirconsultingengineerandotheradvisor
sinanymannerwhatsoever.
• Proposalnotsubmittedinaccordancewiththistender.
• Duringvalidityoftheproposal,oritsextendedperiod,ifany,thebidderchangeshiscommercialt
• Thebidderqualifiestheproposalwithhisownconditions.
• Proposalisreceivedafterduedateandtime.
• Commercialproposalisenclosedwiththesameenvelopeastechnicalproposal
• Theenvelopedoesnotshowontheoutsidethereferenceofbidandthusgetsopenedbefore
theduedateofopening.
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AhmedabadMunicipalCorporation
• TheE.M.D.isnotdepositedinfullandinthemannerasspecifiedintheclauseofEarnestMon
• ThetenderisinalanguageotherthanEnglishordosenotcontainsitsEnglishTranslationinca
seofotherlanguageadoptedfortenderpreparation.
• Thetenderdocumentsreceivedarenotdulysignedbyauthorizedperson.
• Thevalidityoftenderislessthanwhatisstatedinthetender.
• Anyofthepageorpagesoftenderis/areremovedorreplaced.
• Anyconditionwhichaffectthecost.
• Ifitisjointventure.
Debarment/Blacklisting
Notwithstandingtheabove,theEmployermaydebarorblacklistanyofthebidder(s)fortheir
misleadingorfalserepresentationsintheformsstatementsetc.fortheperiodtobedecidedb
6.0 CostofBidding
ThebiddershallbearallcostsassociatedwiththepreparationandsubmissionofhisBid.Employerwi
llinnocaseberesponsibleandliableforthosecosts.
TheBidder,athisowncost,responsibilityandrisk,isencouragedtovisit,examineandfamiliarizehim
selfwiththesiteofWorksanditssurroundingsincludingsourceofearth,water,roadaggregatesetc.
andobtainallinformationthatmaybenecessaryforpreparingtheBidandenteringintoacontractfo
rconstructionoftheWorks.ThecostsofvisitingtheSiteshallbeattheBidder'sownexpense.
8.0 Biddersshallnothaveanydisputeorclaimforanykindofcompensationincaseof,
• Ifthequantitystipulatedinthetenderitemsvariesorthescopeofworkchangesandtherebytotalam
ountofworkincreases/decreasesuptoanyextent.
• Iftheworksgetsdelayed/postponedforsomeadministrative/technicaldecisionwhatsoever.
• Iftheitemsstipulatedinthetendershallnotbeexecutedaspersitecondition/requirements.Noclai
mshallbeentertainedforthesame.
• Noidlechargesshallbepaidtocontractorformachineryandmanpowerifremainidleandnoclaimsh
allbeentertainedforthesame.
B. BIDDINGDOCUMENTS
9.0 ContentofBiddingDocuments
Thesetofbiddingdocumentscomprisesthedocumentslistedbelowandaddendum(ifany)issued.
1. Noticeinvitinge-Tender
2. SpecialconditionsofContract
3. InstructionstoBidders
4. QualificationInformation
5. ConditionsofContract
6. TechnicalSpecifications
8. BillofQuantities
• Thebidderisexpectedtoexaminecarefullyallinstructions,conditionsofcontract,contractdata,for
ms,terms,technicalspecifications,forms,Annexesinthebiddocument.Failuretocomplywithther
equirementsofbiddocumentsshallbeatthebidder’sownrisk.Bidswhicharenotsubstantiallyresp
onsivetotherequirementsofthebiddocumentsshallberejected.
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AhmedabadMunicipalCorporation
AmendmentofBiddingDocuments
Beforethedeadlineforsubmissionofbids,theEmployermaymodifythebiddingdocumentsbyissuingadde
Anyaddendumthusissuedshallbepartofthebiddingdocumentsandshallbeplacedonwebsitewww.nproc
ure.comTheprospectivebiddershallrefertowebsitetocheckanyaddendumbefore24hoursofope
ningofbids.AMCwillnotgiveanyadvertisementforthesame.
Togiveprospectivebiddersreasonabletimeinwhichtotakeanaddendumintoaccountinpreparingtheirbid
s,theEmployermay,athisdesecration,extendasnecessarythedeadlineforsubmissionofbids.
Prospectivebiddersshouldattachtheaddendummadeforthework&iffailstodosothanalsothechangesma
dethroughsuchaddendumshallbeapplicable&boundtothebidder.
C PREPARATIONOFBIDS
11.0 LanguageoftheBid
AlldocumentsrelatingtothebidshallbeintheEnglishlanguageonly.
12.0 Documentscomprisingbid
Theebidsubmittedbythebiddershallbeintwoseparateparts.
Toqualifyforawardofthecontract,eachbiddermustsubmitthefollowingdocumentsalongwithbi
• RequiredRegistrationCertificate
• Otherrequesteddocuments
• Anyothermaterial/informationrequiredtobesubmittedinaccordancewiththeseInstruc
tionstoBidders(ITB)
Failuretosubmitthesecertificates/documentsshallmakethebidnon-responsive.
Aboveoriginaldocumentsinphysicalformintwocopies,onemarkedas“original”andothermarked
as“Duplicate”,shallbesubmittedinasealedenvelopeby18:00Hrsonthedateofphysicalsubmissio
nofbidandaddressedtotheaddresseegivenintheNITdulysuperscribed“NameofWork,Bidduedat
eandtime,Nameandaddressofthebidder”
• ThecontractshallbeforthewholeworksasdescribedinBillofQuantitybasedonthepercentagerate
intheBillofQuantitiessubmittedbythebidder..
• Allduties,taxes,andotherleviespayablebythecontractorunderthecontract,orforanyothercause
shallbeincludedintherates,pricesandtotalBidPricesubmittedbytheBidder,exceptotherwisestat
edintheBiddocument.Employerwillnotcompensatethebidder(contractor)foranychangeinduti
es,taxesandotherleviespayablebythecontractorunderthecontractandanyotherreasons.
• ThepercentagerateandbidpricequotedbythebiddershallbefixeduptothecompletionofWorkan
dshallnotbesubjecttoadjustmentonanyaccount,exceptwhereexpresslyspecified,otherwise,int
14.0 CurrenciesofBidandPayment
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AhmedabadMunicipalCorporation
ThecurrencyofbidandpaymentshallbeinIndianRupees.AllpaymentsshallbemadeinIndianRupee
15.0 BidValidity
Bidsshallremainvalidfor120daysfromlastdateofsubmissionoftender.Abidvalidforashorterperiodsh
allberejectedbytheEmployerasnon-responsive.
Inexceptionalcircumstances,priortoexpiryofthebidvalidity(120days),theEmployermayrequestthatthe
biddersmayextendtheperiodofvalidityforaspecifiedadditionalperiod.Therequestandthebidde
rs'responsesshallbemadeinwritingorbycable.Abiddermayrefusetherequestwithoutforfeitingh
isbidsecurity.Abidderagreeingtotherequestwillnotberequiredorpermittedtomodifyhisbid,but
willberequiredtoextendthevalidityofhisbidsecurityforaperiodoftheextension.
16.0 EarnestMoney/BidSecurity
TheBiddershallfurnish,aBidSecurityoftheamountasshownintheTableofIFBaspartofhisbid,intheformof
DemandDraft/payorder/BankGuaranteeinfavourofMunicipalCommissioner,Ahmedabadvalid
TheissuingbranchofthebankguaranteeshallbeofAhmedabadCityonly.
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AhmedabadMunicipalCorporation
AnybidnotaccompaniedbyanacceptableBidSecurityshallberejectedbytheEmployerasnon-responsive.
Anybidhavingbidsecurityforlesservalueandshortervalidityperiodshallbetreatedasnon-responsive.
(a)Thebidsecurityoftheunsuccessfulbidders,exceptforL1,L2andL3bidderswillbereturnedaspromptlyas
(b)Thebidsecurityofthesuccessfulbidder,alongwithsecondandthirdlowesttenders,willberetur
nedwhenthesuccessfulbidderhasfurnishedtherequiredsecuritydepositandsignedthea
TheBidSecurityoftheSuccessfulBidderwillbedischargedwhenthebidderhassignedtheAgreementandfu
rnishedtherequiredsecuritydeposit.
TheBidSecurityshallbeforfeited,
a) iftheBidderwithdrawstheBidafterBidopeningduringtheperiodofBidvalidity;
b) inthecaseofasuccessfulBidder,iftheBidderfailswithinthespecifiedtimelimitto
(i) signtheAgreement;or
(ii) Furnishtherequiredsecuritydeposit.
(iii) commencetheworkaftersigningtheagreementwithin15days
Nointerestshallbepaidbytheowneronanytenderguarantee.Theissuingbranchofthebankguaranteeshall
beofAhmedabadCityonly.
BankGuaranteeforEarnestMoneyDepositshouldbeexecutedonnon-
judicialStamppapersofrequisitevalueinaccordancewiththestampActapplicabletothatparticula
rstateofIndianUnion,whereexecuted.
TheexecutingofficersofthebankGuaranteeforEarnestMoneyBidSecurityshallclearlyindicatein(blocklet
ters)hisname,designation,PowerofAttorneyNo./SigningPowerNo.etc.
EachpageofthebankguaranteeforEarnestMoneyDepositshallbedulysigned/initialedbytheexecutingoff
icersandthelastpageshallbesignedinfull,indicatingtheparticularsasaforesaidunderthesealofth
D. SUBMISSIONOFBIDS
17.0 SealingandMarkingofBids
ThebiddershallsubmittheTechnicalBidonly.TheBidshallbesealedinseparateenvelopesandthethreeseal
edenvelopesshallbesealedinanouterenvelope.TheBidenvelopesshallbemarkedasfollows:-
c) CompleteTenderDocumentwithallnecessaryqualificationrelateddocuments(intwocopy)
Abovetwoenvelopesshallbekeptinoneenvelopeanditshouldbemarkedas“TechnicalBid”andse
aled.ThisOuterenvelopeshouldmentionthenameoffirmofbidder,hisaddress,contactdetails&n
Theinnerandouterenvelopes
a)ShallbeaddressedtotheEmployeratthefollowingaddress:
SignatureofBidder Page9of40
AhmedabadMunicipalCorporation
AssistantManager-CentralZone,
Wing,SardarPatelBhavan,Danapith,Ahm
c)Bearthefollowingidentification:
Indicatethenameandaddressofthebidder.
a) Iftheouterenvelopeisnotsealedandmarkedasabove,theEmployerwillassumenoresponsibilityf
orthemisplacementorprematureopeningofthebid.
18.0 DEADLINEFORSUBMISSIONOFTHEBID
CompleteBids(includingTechnicalbidandnecessarydocuments)mustbereceivedbytheEmployeratthea
ddressspecifiedinbidinformationnotlaterthanthedateindicatedonthefacesheetofthedocumen
t.IntheeventofthespecifieddateforthesubmissionofbidsdeclaredaholidayfortheEmployer,the
Bidswillbereceiveduptotheappointedtimeonthenextworkingday.TheBidderisfurtherrequiredt
osubmitDocumentsinPhysicalFormonorbeforetheBidDueDateandbeforethetimeofsubmissio
nasspecifiedinNIT,atthefollowingaddress:
AssistantManager-CentralZone,
Wing,SardarPatelBhavan,Danapith,Ahm
AMCassumesnoresponsibilityforinabilityofabiddertosubmitbidsthrough(n)procuree-
tenderingportalonaccountofdelayinsubmissionatbidder'send.Biddershallensurethattheysub
mitthebidwellbeforethe"DueDate&TimeofBid-
Submission".AMCshallnotberesponsibleifbidderisnotabletosubmitthebidonaccountoffailurei
nnetwork/internetconnectionoranyothertechnicalreason.
TheEmployermayextendthedeadlineforsubmissionofbidsbyissuinganamendmentinaccordancewithre
spectiveClause,inwhichcaseallrightsandobligationsoftheEmployerandthebidderspreviouslysu
bjecttotheoriginaldeadlinewillthenbesubjecttothenewdeadline.
Allbiddersarerequestedtoseethewebsiteof(n)procureforamendment/corrigendumifany.
AnyBidreceivedbytheEmployerafterthedeadlineprescribedinNITwillberejectedandreturnedunopene
AnyBidreceivedbytheEmployerafterthedeadlineprescribedinNITwillbereturnedunopenedtot
20.0 NOTIFICATIONOFAWARD&SIGNINGOFAGREEMENT
TheBidderwhoseBidhasbeenacceptedwillbenotifiedoftheawardbytheEmployerpriortoexpirat
ionoftheBidvalidityperiodbywriting,facsimileore-
mailconfirmedbyregisteredletter.Thisletter(hereinafterandintheConditionsofContractcalledt
he“LetterofAcceptance”willstatethesumthattheEmployerwillpaytheContractorinconsideratio
noftheexecution,completion,andmaintenanceoftheWorksbytheContractorasprescribedbyth
eContract(hereinafterandintheContractcalledthe“ContractPrice”).
ThenotificationofawardwillconstitutetheformationoftheContract,subjectonlytothefurnishing
ofaSecurityDepositinaccordancewiththeprovisionsofClause.
TheagreementwillincorporateallcorrespondencesbetweentheEmployerandtheSuccessfulBid
der.ItwillbesignedbytheEmployerandtheSuccessfulBidder.
21.0 SIGNINGOFCONTRACTAGREEMENT
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AhmedabadMunicipalCorporation
TheEmployerandthesuccessfulbiddershallenterintoaContractAgreementwithin28daysafterthesucces
sfulbidder(hereinaftercalledtheContractor)receivestheLetterofAcceptance,unlesstheyagreeo
therwise,subjecttofurnishingthesecuritydepositbeforesigningtheAgreementwiththeEmploye
Uponissueof‘LetterofAcceptance’tothesuccessfulBidder,theEmployerwillpromptlynotifytheotherBid
dersthattheirBidshavebeenunsuccessfulandreleasetheirEarnestMoneyDeposit/BidSecurity.
22.0 SECURITYDEPOSIT
Within15daysofreceiptoftheLetterofAcceptance,theSuccessfulBiddershalldelivertotheEmployerasec
uritydepositintheformofBankGuaranteeforanamountequivalentto5%oftheContractPricevalid
fortheperiodofvalidtill90daysbeyondDateofcompletionofwork.TheSecurityDepositshallbepay
ablein10days(fortendersuptoRs.10.0Lacs)or15days(fortendersofRs.10.0Lacsandabove)fromd
ateofreceiptofLOAfailingwhichinterest@4%perannumwillbechargedbyAMC.
ThesecuritydepositshallbeintheformofaBankGuaranteeinthenameoftheEmployer,fromAhmedabadbr
anchofanyBanksmentionedintheclauseno.16.2ofthesetenderdocuments.
Thissecuritydepositshallbereleasedonlyaftertheclearanceoffinalbillincludingpre&postAudit.
Interest@4%perannumshallbedeductedfromcontractorincaseoflatesubmissionofsecuritydepositorla
terenewalofbankguaranteeforthenumberofdaysdelayedforsubmissionordiscontinuityoftheb
BankGuaranteetobesubmittedintheprescribedformatenclosedandshallbesameverbatimasperthefor
mat.BankGuaranteeshallbesubmittedonrightvalueofstamppaperandforcorrectvalueofcontra
FailureoftheSuccessfulBiddertocomplywiththerequirementsofSub-
Clause22.1shallconstitutesufficientgroundsforcancellationoftheawardandforfeitureoftheBid
IncaseofanycontractamendmentduringexecutionofthecontractenhancingvalueofthecontracttheBGv
alueshallbeenhancedaccordingly.ValidityofBGshallbecommercialtermsandconditionsofthete
AllcompensationorothersumsofmoneypayablebytheContractortotheEmployerunderthetermsofthisC
ontractoranyothercontractoronanyotheraccountwhatsoevermaybedeductedfromSecurityDe
posit.AlsointheeventoftheContractor'sSecurityDepositbeingreducedbyreasonsofsuchdeducti
ons,asaforesaid,theContractorshall,within14daysofreceiptofnoticeofdemandfromtheEnginee
r-in-Charge,makegoodthedeficitinSecurityDeposit.
ShouldthereariseanyoccasionundertheContractduetowhichtheperiodsofvaliditiesofBankGuarantees
asmayhavebeenfurnishedbytheContractorfromtimetotime,arerequiredtobeextended/renew
ed,theContractorshallgetthevalidityperiodsofsuchguaranteesextended/renewed,andfurnisht
hesetotheEngineer-in-
ChargeonemonthbeforetheexpirydateoftheaforesaidGuaranteesoriginallyfurnishedfailingwh
ichtheexistingBankGuaranteesshallbeinvokedbytheEngineer–in–
charge.Alsoincaseofanydeficitinsecuritiesonanyaccountasmightoccurorisnoticed,theContract
orshallforthwithrecoup/replacethesamewithacceptableSecurityDeposit.
TheBankGuaranteeshallbeextendedwithintheexpirydateswhereveractivitiesaspercontractarenotcom
pletedinallrespects.
TheSecurityDepositlessanyamountdueshall,ondemand,bereturnedtothecontractorafter45daysofco
mpletiondate/FinalBillpaiddatewhicheverislater.Nointerestonthe
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AhmedabadMunicipalCorporation
amountofSecurityDepositshallbepaidtotheContractoratthetimeofreleaseofSecurityDepositas
Thesuccessfulbiddertowhom‘LOA’hasbeenissuedshallenterintoanagreementatEmployer’sofficewithi
23.0 AdvancePaymentandSecurity
TheEmployerwillnotprovideanyadvancepayment.
24.0 DisputeReviewExpert
Incaseofallthedisputes,decisionoftheMunicipalCommissioner,Ahmedabadshallbefinalandbin
dingtothebidder.
25.0 LITIGATIONHISTORY
Theapplicantshouldprovideaccurateinformationonlitigationand/orarbitrationresultingfromC
ontractorscompletedorunderexecutionbyhimoverlastfiveyears.IfthedetailsofLitigationHistor
yarehiddenbytheBidderandlateronitcomestotheknowledgeoftheEmployer,theBiddershallbed
isqualifiedfortheproposedworkandotherappropriateactionsshallbetakenagainstthebidder.
DETAILSOFCOMPLETED/ONGOINGLITIGATION/ARBITRATION
Employer Valueofthe Reasons/Detailsforl Remarksshowing
Year Nameof Project(Rs.) itigation/arbitration PresentStatus
Thebiddershallfurnishseparatetableforindividualproject.
Theaboveinformationshallbesupportedwithnecessarydocumentsotherwisethesameshallbetr
eatasnullandvoid.
Aconsistenthistoryofarbitrationawards?Judgmentsagainsttheapplicantsoranypartnerofajoint
venturemayresultindisqualificationforproposedwork.
IfthedetailsoflitigationHistoryishiddenbytheapplicantandlateronitcomestoknowledgeofthee
mployerthebiddershallbedisqualifiedfortheproposedworkandotherappropriateactionsshallb
etakenagainstthebidder.
SealandSignatureoftheBidder AdditionalCityEngineer
Date: AhmedabadMunicipalCorporation
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AhmedabadMunicipalCorporation
GENERALCONDITIONSOFCONTRACT
LiquidatedDamages
IftheContractorfailstocompletetheworkswithintheoriginalorextendedtimelimit,theContractorshallpa
ypenaltyof10%ofamountofactualremainingwork.Theamountofworkforwhichthescopeofcontr
actorisreducedshallnotbeconsideredforthecalculationofLiquidatedDamages.
ConditionsmentionedintheAMCFinanceDepartmentCircularAMCno.18Date:23/05/2017andalllatestC
ircularsshallbeapplicable.
2.0RetentionMoney
2%amountofeachRunningBillshallbedeductedasaRetentionMoney.Suchretentionmoneyshall
bereleasedinthefinalbillofthesaidwork.AMCreservesrighttodeductanyamounttocompensatet
hepoorperformanceofthecontractori.e.poorqualityorabandoned/incompletework.
ExceptwhereexpresslyspecifiedintheContract,theContractorshallnotsubcontractanyportionofWorkwi
thouttheapprovaloftheEmployer’sRepresentative.AnysubcontractingshallnotrelievetheContr
actorfromanycontractualobligationsorresponsibilityundertheContract.
TheContractorshallnotberequiredtoobtainconsentforasubcontractforwhichthenameofthesubcontrac
torandscopeofworksactivitiestobeperformedbyhimisalreadystatedinthecontractorsupplyofm
aterialorengagementoflabour.
TheContractorshallemploythekeypersonnelnamedintheScheduleofKeyPersonnelasreferredtointheBi
ddocumenttocarryoutthefunctionsstatedintheScheduleorotherpersonnelapprovedbytheEngi
neer.TheEngineerwillapproveanyproposedreplacementofkeypersonnelonlyiftheirqualificatio
ns,abilities,andrelevantexperiencearesubstantiallyequaltoorbetterthanthoseofthepersonnell
istedintheSchedule.
IftheEngineeraskstheContractortoremoveaperson,withoutassigningreasonsthereof,forhismisconduct
orinadequacyoftechnicalskillsandexperience,whoisamemberoftheContractor’sstafforhiswork
force,theContractorshallensurethatthepersonleavestheSitewithinsevendaysandhasnofurther
connectionwiththeworkintheContract.
Noresidentialaccommodationisallowedatthesiteofwork.Thelabourhutsshallnotbeerectedonthesiteof
workandcontractorshallmakehisownarrangementstoprovidesuchaccommodationsasperther
ulesofthelocalbodies.Heshallmakehisownarrangementsforhousing,stores,fieldofficeetc.Hesh
allsubmitasitelayoutplanindicatingthelocationofvarioussitefacilitiestobecreatedbyhimathisco
stfortheexecutionofwork.TheOwnershallinnowayberesponsibleforanydelayonthisaccountan
dnoclaimonthisaccountwhatsoevershallbeentertained.AllBasicamenitiesshallbeprovidedbyth
eContractortoLaboursaspertheprevailinglabourLaws.
TheContractorshallhavefullregardthroughoutexecution,completionanddefectsliabilityperiodtofollow
ingsafetyaspectsandshalltakeallnecessarystepstoensurethatdangertosafetyisavoidedalltheti
Safetyoftheworks
SignatureofBidder Page13of40
AhmedabadMunicipalCorporation
• SafetyoftheContractor’semployeesandallthepersonsdirectlyorindirectlyengagedbyhi
• SafetyofalltheemployeesincludingpersonsworkingonothercontractsofEmployeratthe
samesiteoftheEmployerandEngineersemployeesengagedatworksite.
• Anyauthorizedthirdpartypersonsonthesite.
• Contractor’splantandequipment
TheContractorshallprovideandmaintainathiscostsalllights,guards,fencing,warningsigns,barricading,a
ndcones;whenandwherenecessary,orrequiredbyEngineerinChargeorbyanydulyconstitutedau
thorityfortheprotectionoftheworksorforthesafetyandconvenienceofthepublicorother.
TheContractorshalltakeallreasonablestepstoprotecttheenvironmentonandoffthesiteandavoiddamag
eornuisancetopersonsorpropertyofthepublicandothersarisingasaconsequenceofhismethodof
TheContractorshallmaintainingoodconditionallworkthroughoutexecution,completion,anddefectsliab
ilityperiod.Thecontractorshallberesponsibleforandtomakegoodallinjuries,damagesandrepair
s,renderednecessarybyfire,rain,traffic,floodsorothercauses.
Allthescaffoldingwork,whereverrequiredfortheexecutionofwork,shallbeprovidedbythecontractor.No
thingextrashallbepayableonthisaccount.Itshallbeprovidedstrictlywithdoublescaffoldingsyste
mwithalltheaccessoriesetc.withadjustablesuitableworkingplatformstoaccesstheareas,withea
seforworkingandinspection.Itshallbedesignedtotakeallincidentalloads.Itshouldcatertothesaf
etyfeaturesforworkmen.Itshallbeensuredthatnodamageiscausedtoanystructureduetoscaffol
Alltemporarywarning/cautionboardsdisplayshallbeprovidedanddisplayedduringdayaswellasnighttim
ebythecontractor,whereverrequiredandasdirectedbytheEngineer.
Arrangementoftemporarywaterandelectricityandtelephoneconnectionrequired,byhim,shallbemade
bytheContractorathisowncostandalsonecessarypermissionsdirectlyfromrelevantOwnersshall
beobtainedbyhimunderintimationtotheOwner.Alsoallinitialandrunningchargesandsecurityde
posit,ifanyinthisregardshallbebornebyhim.TheContractorshallabidebyalltherules/byelawsap
plicableinthisregardandheshallbesolelyresponsibleforanypenaltyonaccountofviolationofanyo
ftherulesandbyelawsinthisregard.
Inanycaseifanyfatalaccident(majororminor)occursduetopoorsafetyprecautions,thesameshallbecomp
letelycontractor’sresponsibility.Allthelossesduetosuchaccidentsandexpensesoflegalmatterss
hallbebornebycontractor.
TheContractorshallberesponsibleformaintenanceandwatchandwardofthecompleteinstallationandsh
allalsoberesponsibleforanypilferage,theft,damage,penaltyetc.inthisregard.TheContractorsha
llindemnifytheOwneragainstanyclaimarisingoutofpilferage/theft,damage,penaltyetc.whatso
everonthisaccount.
TheContractorshalldeputeSiteEngineer&skilledworkersasrequiredforthework.Necessaryprotectivean
dsafetyequipmentsshallbeprovidedtothembytheContractorathisowncostandusedatsite.
6.0 Contractortokeepsiteclean:
Duringtheexecutionofthework,theContractorshallkeepthesiteclean.Allwreckagerubbish,exce
ssmaterials,temporaryworksnolongerrequiredwillberemovedfromsiteimmediately.
7.0 Clearanceofsiteoncompletion:
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AhmedabadMunicipalCorporation
TheContractorshallclearawayandremoveallContractorsequipment,surplusmaterials,rubbish,te
mporaryworksofeverykind.
8.0BillofQuantities
a. Theschedule-
BshallcontainMemorandumshowingitemsfortheconstruction,installation,testing,andcom
missioningworktobedonebytheContractor.
b. ThequantitiesstatedinthescheduleBareestimatedquantities.TheContractorshallbepaidonl
yquantitiescalculatedaftertakingmeasurementsofexecutedwork.Theratestatedinthesche
duleBforeachitemofworkshallapply.TheworksshallbemeasuredbytheContractorjointlywit
htheauthorizedrepresentativeoftheEngineerandallparticularsrequiredbytherepresentativ
eoftheEngineershallbesuppliedbythecontractor.
c. Theworkshallbemeasurednet.Noallowanceforgeneralorlocalcustom,workingspaceetc.ist
TheEngineerinChargeshallhavepowertomakeanyvariationofform,qualityorquantityoftheworksorany
partthereofthatmay,inhisopinion,benecessaryandforthatpurpose,orifforanyotherreasonitsha
ll,inhisopinion,beappropriate,heshallhavetheauthoritytoinstructtheContractortodoandtheCo
ntractorshalldoanyofthefollowing:
Increaseordecreasethequantityofanyworkuptoanyextentincludedinthecontract,
Omitanysuchwork,
Changethecharacterorqualityorkindofanysuchwork,
ExecuteadditionalworkofanykindnecessaryforthecompletionoftheWorksor
Changeanyspecifiedsequenceortimingofconstructionofanypartofwork.
Nosuchvariationshallinanywayvitiateorinvalidatethecontract,buttheeffects,ifany,ofallsuchvariationss
hallbevaluedinaccordancewiththefollowingsubclauses.Providedthatwheretheissueofaninstru
ctiontovarytheWorksisnecessitatedbysomedefaultorbreachofcontractbycontractororforwhic
hheisresponsible,anyadditionalcostattributabletosuchdefaultshallbebornebytheContractor.
TheContractorshallnotmakeanysuchvariationwithoutaninstructionoftheEngineer.Noinstructionisreq
uiredforquantitiesvaryingfromthoseprovidedfortheitemsinthecontractscheduleB.
ThebasisforthevaluationofvariationsforadditiontotheContractPriceshallbeasfollowsinthesameordero
a) Variationsinthequantitiesofworkinscheduleofquantitiesshallnotvitiatethecontract.
b) ThecontractorshallbeboundtoexecuteextraitemsofworkasdirectedbytheEngineer-in-
c) Contractunitratesforindividualitemsshallapplytovariedquantitieswherethereisaquantity
d) Thepricevariationsonextraitemwillnotbegiven.
e) Incaseofothernontenderitemsfollowingprocedureshallapply.
IfanyextraitemcropsupduringtheprogressofworkthesameshallbecarriedoutbytheContractorandhesh
allbepaidattheratefixedbyEmployerwhichshallbefixedaslowestoftheratesderivedbyrateanaly
sisbasedonthefollowingthreemethods.,thepriorityofthedocumentsformingtheContractshallb
(i) IftheextraitemisincludedintheS.O.R.ofRoad&BuildingDepartment,Year2013-
14,therateofextraitemshallbethatrateandpremium(aboveorbelow)quotedby
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AhmedabadMunicipalCorporation
(ii) RateanalysisbasedonprevailingGovt.ofGujarat’sSORrates.
(iii) Rateanalysisbasedoncurrentmarketrates.Thisshallbebasedon
Thematerialcosts,thelabourcosts,thecostofuseofallplant,machineryandequipment,th
ecostofalltemporaryandincidentalworks,theoverheadsandtheContractorsprofit.
Theoverheadsshallbetakenat5%ofthesumofmaterialcosts,thelabourcosts,thecostofus
eofallplant,machinery,andequipment,thecostofalltemporaryandincidentalworks.
Incaseoftherateistobederivedfromprevailingmarketrate,theContractorsprofitshallbetakenat10%ofth
efinalratederived.
Intheeventofdisagreement,theEngineerinChargeshallfixsuchratesandpricesasare,inhisopinionapprop
riateandshallnotifytheContractoraccordinglywithacopytotheEmployer.
TheEngineershalldetermineprovisionalratesandpricestoenableonaccountpaymentstobeincludedinth
eInterimPaymentCertificates,untilratesandpricesareagreedasfinalbytheEmployer,theContrac
tor,andtheEngineer.
TheContractorshallnotbeentitledtoadditionalpaymentforcosts,whichcouldhavebeenavoidedbygiving
Paymentsshallbeadjustedfordeductionsforadvancepayments,retention,otherrecoveriesintermsofthe
contractandtaxesatsource,asapplicableunderthelaw.TheEmployershallpaytheContractorthea
mountscertifiedbytheEngineer.
Ifanamountcertifiedisincreasedinalaterdatecertificateduetocorrectionsinpreviouscertificatesorasare
sultofanawardfromdisputesreviewexperts,Contractorshallbepaidsuchamountonly.TheContra
ctorshallnotbepaidanyinterestuponsuchdelayedpayment.
ItemsoftheworkforwhichnorateorpricehasbeenenteredinwillnotbepaidforbytheEmployerandshallbe
deemedcoveredbyotherratesandpricesintheContract.
AllpaymentsshallbemadeinAhmedabad.
12 Taxesandduties
TheratesareinclusiveofalltheprevailingtaxesanddutiesoftheCentral,StateandLocalGoverningbodiespr
evailingonthedateofawardofthecontract.TheContractorwillhavetopayallsuchtaxesanddutiesf
ortheperformanceofthisContract.TheEmployerwilldeductfromtheContractor’smonthlyandot
herpaymentsalltaxesandduties,whichheisboundtorecoverinaccordancewiththeapplicablelaw
TheContractorshallkeephimselffullyinformedofallactsandlawsoftheCentral&StateandlocalGoverning
bodies,allorders,decreesofbodies,tribunalshavinganyjurisdictionorauthoritywhichinanymann
eraffectthoseengagedoremployed,andanythingrelatedtocarryingoutthework.Allthebye-
lawslaydownbyAMC/AUDAandanyotherlocalbodieswhileexecutingtheworkshallbeadheredto
.Alltaxesoflocalbodiesshallbebornebythecontractor.TheContractorshallarrangetogiveallnotic
esrequiredbyanyauthorityandtopaytosuchauthorityallthefeesthatmayhavetobepaidforthem
aterial,plants,equipmentsetc.TheContractorshallalsoadheretoalltrafficrestrictionsnotifiedbyt
helocalauthorities.HeshallprotectandindemnifytheOwneranditsofficials&employeesagainsta
nyclaimorliabilityarisingoutofviolationsofanysuchlaws,ordinances,orders,decree,
SignatureofBidder Page16of40
AhmedabadMunicipalCorporation
whetherbyhimselforbyhisemployeesorhisauthorizedrepresentatives.Nothingextrashallbepay
ableontheseaccounts.
13.0 LabourWelfareCess
AspercircularNo.GHR/2005/04/CWA/2004/841/M-3dt.3/1/05andG.R.No.CWA/2004-1831-
M(3)dt.9/12/05issuedbyG.O.G.(non-
refundable)shallbedeductedfromeverybillswhichshallbedepositedtoGovt.LabourDepartment
forLabourwelfarefund.
14.0 Currencies
AllpaymentsshallbemadeinIndianRupees.
15.0 AdvancePayment
NoAdvancePaymentshallbemade.
16.0 CostofRepairs
LossordamagetotheWorksorMaterialstobeincorporatedintheWorksbetweentheStartDateand
theendoftheDefectsCorrectionperiodsshallberemediedbytheContractorattheContractor'scos
tifthelossordamagearisesfromtheContractor'sactsoromissions.
B. FINISHINGTHECONTRACT
17.0 Completion
TheContractorshallrequesttheEngineertoissueaCertificateofCompletionoftheWorksandtheEn
gineerwilldosoupondecidingthattheWorkiscompleted.
18.0 Termination
TheEmployershallbeentitledtoterminatethecontractifthecontractor:
(a) Failstocarryoutanyobligationunderthecontract.
(b) Withoutreasonableexcusefails–
1. TocommencetheworksonsitewithintheperiodstatedintheAppendixtoBidafterreceiptb
yhimofaNoticetothiseffectfromtheEngineer/Employeraftersigningtheagreementor
2. Toproceedwiththeworks,oranysectionthereof,within28daysafterreceivednotice
3. Hasfailedtocomplywithanoticeissuedoraninstructionissuedwithin28daysafterhavingr
4. Abandonstheworksorotherwiseplainlydemonstratestheintentionnottocontinueperfo
rmanceofhisobligationunderthecontract.
contractstheworksorassignsthecontractwithoutthespecificpriorwrittenpermissionoft
6. Hasfailedtofurnishtherequiredsecuritiesorextensionthereofintermsofthecontract.
7. Becomesbankruptorinsolvent,goesintoliquidation,hasareceivingoradministrationord
ermadeagainsthim,compoundswithhiscreditors,orcarriesonbusinessunderreceive,tru
steeormanagerforthebenefitofhiscreditors,orifanyactisdoneoreventoccurswhich(und
erapplicableLaws)hasasimilareffecttoanyoftheseactsofevent.
Inanyoftheseeventsorcircumstances,theEmployermay,upongiving14daysnoticetothecontractor,term
inatethecontractandexpelthecontractorfromthesite.However,inthecaseofsub-
paragraphs(h),theEmployermaybenoticeterminatethecontractimmediately.
TheEmployer’sdecisiontoterminatethecontractshallnotprejudiceanyotherrightsoftheEmployer,under
thecontractorotherwise.
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AhmedabadMunicipalCorporation
Aftertermination,theEmployermaycompletetheworksand/orarrangeforanyotherentitiestodoso.TheE
mployerandtheseentitiesmaythenuseanygoods,contractor’sdocumentsandotherdesigndocu
mentsmadebyoronbehalfofthecontractor.
TheEmployerortheContractormayterminatetheContractiftheotherpartycausesafundamentalbreacho
FundamentalbreachesofContractinclude,butshallnotbelimitedtothefollowing:
(a) theContractorstopsworkfor14dayswhennostoppageofworkisshownonthecurrentProgra
mandthestoppagehasnotbeenauthorizedbytheEngineer;
(b) theEmployerortheContractorismadebankruptorgoesintoliquidationotherthanforareconst
ructionoramalgamation;
(c) Thecontractorfailstofulfillrequirements;
(d) theEngineergivesNoticethatfailuretocorrectaparticularDefectisafundamentalbreachofCo
ntractandtheContractorfailstocorrectitwithinareasonableperiodoftimedeterminedbythe
(e) theContractordoesnotmaintainasecuritywhichisrequired;
(f) theContractorhasdelayedthecompletionofworksbythenumberofdaysforwhichthemaximu
mamountofliquidateddamagesbecomespayableasdefinedintheContractdata;
(g) iftheContractor,inthejudgmentoftheEmployerhasengagedincorruptorfraudulentpractices
incompetingfororintheexecutingtheContract.
(h) Forthepurposeofthisparagraph:“corruptpractice”meanstheoffering,giving,receivingorsoli
citingofanythingofvaluetoinfluencetheactionofapublicofficialintheprocurementprocessor
incontractexecution.“Fraudulentpractice”meansamisrepresentationoffactsinordertoinflu
enceaprocurementprocessortheexecutionofacontracttothedetrimentoftheBorrower,and
includescollusivepracticeamongBidders(priortoorafterbidsubmission)designedtoestablis
hbidpricesatartificialnon-
competitivelevelsandtodeprivetheBorrowerofthebenefitsoffreeandopencompetition.”
WheneitherpartytotheContractgivesnoticeofabreachofcontracttotheEngineerforacauseotherthanth
oselistedabove,theEngineershalldecidewhetherthebreachisfundamentalornot.
Notwithstandingtheabove,theEmployermayterminatetheContractforconvenience.
IftheContractisterminatedtheContractorshallstopworkimmediately,maketheSitesafeandsecureandle
avetheSiteassoonasreasonablypossibleandhandoverthesitetotheEmployerincludingallmateri
alsandplantandequipmentexistingthereupon.
19.0 Contractor'sownresponsibility
Thecontractoristosetoutandleveltheworksandwillberesponsiblefortheaccuracyofthesame.Hes
hallalsoberesponsibleforthecorrectnessofthepositions,levels,dimensions,andalignmentofallpa
rtsofthestructuresasperinstructionsgiventohim.Ifatanytimeanyerrorshallappearduringtheprog
ressofanypartofthework,thecontractorshallathisownexpenserectifysucherrorifcalledupontoth
esatisfactionoftheEngineerincharge.
20.0 Overpayment&Underpayment
WheneveranyclaimFifthspaymentofasumtotheMunicipalCorporationarisesoutoforunderthisContracta
gainstthecontractorthesamemaybedeductedbytheMunicipalCorporationfromanysumthendue
orwhichatanytimethereaftermaybecomeduetothecontractorunderthiscontractandfailingthat
underanyothercontractwiththeMunicipalCorporationorfromanysumduetothecontractorwitht
heMunicipalCorporation(whichmaybeavailablewithMunicipalCorporation),orfromhisretentio
nmoney,orheshallpaytheclaimondemand.TheMunicipalCorporationreservestherighttocarryo
SignatureofBidder Page18of40
AhmedabadMunicipalCorporation
auditandtechnicalexaminationofthefinalbillincludingallsupportingvouchers,abstracts,etc.
TheMunicipalCorporationfurtherreservestherighttoenforcerecoveryofanyoverpaymentwhendetected
notwithstandingthefactthattheamountofthefinalbillmaybeincludedbytheContractor.
Ifasaresultofsuchauditandtechnicalexaminationanyoverpaymentisdiscoveredinrespectofanyworkdon
ebytheContractororallegedtohavebeendonebyhimunderthecontract,itshallberecoveredbythe
MunicipalCorporationfromthecontractorbywayofallthemeansprescribedaboveorifanyunderp
aymentisdiscoveredbytheMunicipalCorporation,anyamountduetothecontractorunderthiscont
ractorunderpaymentmaybeadjustedagainstanyamountthendueorwhichmayatanytimethereaf
terbecomeduebeforepaymentismadetothecontractorfromhimtotheMunicipalCorporationona
nyothercontractaccountwhatsoever.
21.0 Materialsobtainfromdismantling
Ifthecontractor,inthecourseofexecutionofworkiscalledupontodismantleanypartforreasonsoth
erthanonaccountofbadorimperfectwork,thematerialsobtainedfromdismantlingwillbetheprop
ertyoftheA.M.C.andwillbedisposedofasperinstructionofEngineer-in-
chargeinthebestinterestoftheA.M.C.
22.0 DisputetobereferredtoArbitrator
Thedisputesrelatingtothiscontract,sofarastheyrelatetoanyofthefollowingmatters,whethersuc
hdisputesariseduringtheprogressoftheworkorafterthecompletionorabandonmentthereof,sh
allbereferredanindependentArbitratorappointedbyAMCasfarpossibleinconsultationwiththea
gencyifitisnecessaryandsuchdisputesshallbesettledinaccordancewiththearbitrationandconcili
(i) Theratesofpaymentunderclause5foranytools,materialsandstores,inorupontheworks
ofthesitethereoforbelongingtothecontractororprocuredbyhimandintendedtobeused
forexecutionoftheworkoranypartthereofpossessionofwhichmayhavebeentakenbyth
eEngineer-in-chargeunderthesaidclause–5.
(ii) ThereductioninratesmadebytheEngineer-in-
chargeunderclause9fromtheitemsofworksnotacceptedascompletedfullyinaccordanc
ewiththesanctionedspecifications.
(iii) Therateofpartofpaymentforanyclassofworkwhichisincludedintheadditionaloraltered
workcarriedoutbythecontractorinaccordancewiththeinstructionsoftheEngineer-in-
chargeunderclause14andtheratesforwhichistobedeterminedunderthesaidclause14.
(iv) Theratesofpaymentformaterialsalreadypurchasedoragreedtobepurchasedbythecont
ractorbeforereceiptofnoticegivenbytheEngineer-in-
chargeunderclause15and/oramountofcompensationpayabletothecontractorunderth
esaidclauseforlossinrespectofsuchmaterials.
(v) Theamountofcompensationwhichthecontractorshallbeliabletopayunderclause17inth
eeventofthisfailuretorectify,removeorreconstructtheworkwithintheperiodspecifiedin
thewrittenintimationortheamountofexpensesincurredbytheEngineer-in-
chargeunderthesaidclause17inrectifying,removingorre-
executingtheworkorinremovingandreplacingthematerialsorarticlescomplainedof.
(vi) ThereductionofratesasmaybefixedbytheEngineer-in-
chargeunderclause17fortheinferiorworkormaterialsasacceptedormadeuseof.
(vii) Theamountofcompensationpayablebythecontractorfordamagesasestimatesandasses
sedunderclause23.
SignatureofBidder Page19of40
AhmedabadMunicipalCorporation
(viii) Theamountpayabletothecontractorfortheworkcarriedoutunderclause33inaccordanc
ewiththeinstructionsandtherequirementoftheEngineer-in-
chargeincasewheretherearenospecifications.
(ix) Theawardsdeclaredbythearbitratorshallbespeakingawardgivingreasonsandcalculatio
nstoeveryitemofclaims.Thedecisionwillhavetobeimplementedbyalltheconcerned.
(x) IncaseofdisputeleadingtothecontractororAhmedabadMunicipalCorporationapproach
ingonCourtofLaw.Itshallbewithinthejurisdictionwherethesiteofworkissituated.
Thereferencetoarbitrationproceedingunderthisclauseshallnot:
i) EntitlethecontractortostoptheAffecttherightoftheEngineer-in-
chargeunderclause5totakepossessionofalloranytools,plants,materialsandstoresinoruponth
eworksofsitethereofbelongingtothecontractororprocuredbyhimandintendedtobeusedfort
heexecutionoftheworkoranypartthereof.
ii) PrecludetheEngineer-in-
chargefromutilizingthematerialspurchasedbythecontractorinanyworkorfromremovingsuch
materialstootherplaces,duringtheperiodtheworkisstoppedorsuspendedinpursuance,ofnoti
cegiventothecontractorunderclause15.
iii) Progressoftheworkorthecarryingouttheadditionaloralteredworkinaccordancewiththeprovi
sionsofclause14orasthecasemaybe,ofclause33.
23.0 DrawingsandPhotographsoftheWorks
Thecontractorshalldophotography/videographyofthesiteasandwhenaskedbyAMC.Noseparatepayme
ntwillbemadetothecontractorforthis..Thecontractorshallhavetosubmitthesameinhardcopyas
wellassoftcopyasandwhendemandedbytheAMC.
Nophotographoftheworksoranypartthereoforplantemployedthereon,exceptthosepermittedundercla
use59.1,shallbetaken,orpermittedtobetakenbytheContractororbyanyofhisemployeesoranye
mployeesofhissub-
ContractorswithoutthepriorapprovaloftheEngineerinwriting.Nophotographs/videographysha
llbepublishedorotherwisecirculatedwithouttheapprovaloftheEngineerinwriting.
SealandSignatureoftheBidder AdditionalCityEngineerDate:
AhmedabadMunicipalCorporation
SignatureofBidder Page20of40
AhmedabadMunicipalCorporation
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SignatureofBidder Page21of40
AhmedabadMunicipalCorporation
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fhJtbtk ytJtNu lrn ylu ytJe ftuR AufAtf fu VuhVth juJtNu lrn, <ultk jFtKbtk ftuR Cwj
ntug <tu <ult vh l Dwkx<t Ftuxt jFtK fu ytkfzt vh Auftu bthelu <ult mtawk jFtK fu ytkfzt
MvÐ Wfju <u he<u jFJt. «ðguf mw^tht vh xwkfe mne fhJe.
(8) y:- xuLzh hsw fh<tk vnujt Ftm fhelu xuLzhbtk œNtoJuj mwaltytulwk vtjl fhJtbtk ytÔgw lrn ntug
<tu xuLzh ybtLg dKJtbkt ytJNu <ule ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu
ftuLx[tfxhtult btdoœNol btxu mtbtLg rlgbtu ylu mwaltytu vK ft¤SvwJof JtkaJt rJlk<e Au.
(1) ftuEvK fthK œNtoÔgt rmJtg ftuEvK fu c^t xuLzhtu yMJefthJtltu n¬ yctr^< hnu Au.
(h) xuLzhhu ctujvtuELx vullt c>ju NtneJt¤e vul&e Chujt xuLzhtu ðþkh< s ybtLg dKJtbtk
c:- Wvhle ctc<tu Wvhtk< xuLzh leault mkstudtubtk <h< ybtLg XhJtlu vtºt &Nu.
(1) xuLzh Chlth, rlg< ftb y&Jt ftb btxu bkswh fhuj y&Jt CtJ vºtflt ftuR ftuz y&Jt
vîr< y&Jt rJd<tubtk bwfuj Nh< y&Jt mw^thtbtk ftuR VuhVth mwaJ<t ntug.
(h) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkÏgwk/ltkÏgt ntug fu cœÕGþ / cœÕgt ntug.
(3) c^t mw^tht J^tht y&Jt atukxtzuje ftvjeytu Wvh xuLzh Chlthu xwkfe mne l fhe ntug.
(4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu
(5) xuLzh Chlth y&Jt vuZele ctc<btk œhuf Ctdeœth y&Jt <u ykdulwk bwFðgthltbwk ^htJlth
Ôgrf< mne l fhu y&Jt xuLzhbt <u btxu htFJtbtk ytJuje søgtbtk mne/mneytu Wvh ftuR
mtûteyu mtF fhe l ntug.
f:- Nh<e xuLzh MJefthJtbtk ytJNu lne.
z:- xuLzh MJefthJw, hœ fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu
rlKog ytFhe hnuNu. ftuR fthKmh stu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu ftuLx[tfxh
ftuRvK «fthltu lwfNtle fu J¤<hltu nff œtJtuu fhe NfNu lrn fu ftgœtfeg ftgoJtne yt ykdu
&R NfNu lrn. xuLzh bkswh >ltu y&o ftb ytve œuJtLþk Au <uJtu &R NfNu lrn.Nh<e xuLzh
MJefthJtbtk ytJNu lne.
(9) rJmkdr< ylu rnmtc stud:
nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtfbtklt sÚ&t ylu hfble ftuRvK
Cwjawf leault rlgbtu ylwmth mhCh fhJtbtk ytJNu.
(1) xuLzh Chlthu œhuf Ftltbtk sKtJuj Nçœtu ylu ytkfzt Jåau ftuR ymkdr<lt fumbtk Nçœtuubtk
sKtJuj hfb btLg htFJtbtk ytJNu.
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(2) yufb œh ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu œNtoJ<e CtJ vºtflt
Ftltbtk&e hfbbtk Cwj sKtg <tu yufb œh btLg htFJtbkt ytJNu ylu œhlt yt^thu dwKtfth
mw^thJtbkt ytJNu.
(3) yufblt Ftltbtk&e <ubs ytd¤ Fuka<t mhJt¤tle <btb Cwjtu mw^thJtbkt ytJNu.
(4) ctc<tu y&Jt mhJt¤t mtbu vwhu ytkfzu fhuj ftuR vK ctc< ægtlbtk juJtbtk ytJNu lrn.
(10) y:- ftbltu «tud{um mbgbgtoœt bwsc fhJtltu hnuNu. yt mbgbgotœt 10 jtF mw^elt ftb btxu
yuj.ytu.ytR. ytÃgt <theF&e 10 rœJm <&t 10 jtF &e Wvhltk ftb btxu yuj.ytu.ytR. ytÃg
<theF&e 15 rœJm&e NY &guj dKJtbt ytJNu. <&t <u œhBgtl ftble 3% juFu zevtuÍex Che
fhthvºt fhJtltu hnuNu.
xuLzhbtk ftuLx[t¾xh îtht Chujt CtJ <btb «fthlt su <u «J<o<t mhfthe xuût mrn<lt
CtJ dKJtbtk ytJNu. ylu <ubtk atjw ftb œhBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk
c:- mûtb m•tt îtht xuLzhle bkswheltu XhtJ vtzgt ctœ (LOI) ytvJtbtk ytJNu ðgth ctœ rœl -
10 btk rm¾gtuhexe zevtuÍex sbt fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt
rfMmtbtk Bgwrl.ftuvtuohuNlbtk «Joðbtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.
f:- bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu bubtuhuLzb (ltuxem RLJtRxuz
xuLzh) btk sKtJuj «btKu bkswh &guj mbgbgtoœt ctœlt FhuFh ctfe ftble hfblt bn•tb
10% juFu (jefJezexe zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.
z:- yu.yth.me. xuLzhbtk bkswh &guj sw>t sw>t yk>ts vifelt ftbtu Jfo ytuzoh b¤u&e NY fhJtlt
E:- yu.yth.me. xuLzhbtk yjd yjd ykkœtsle bkkswhe bégu&e btºt rmJej ftbdehelt ftb
«btKu yk>ts hfb Bþsc mbgbgto>t dKtNu.
(1) Yt.1,00,000.00 Mþ^elt ftbtu btxu 02 btm
(h) Yt.3,00,000.00 Mþ^elt ftbtu btxu 03 btm
(3) Yt.5,00,000.00 Mþ^elt ftbtu btxu 04 btm
(4) Yt.5,00,000.00 &e Wvhlt ftbtu btxu 06 btm
(11) y:- awfJKe:-
xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkfujt œh vwhtk &gujt ftb btxult Au ylu <ubtk
bswhe, vtjF, ÃjtLx, œuFhuF, mhJem-ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykNu
<btb Faoltu <&t sYh sKtg <tu ylu ðgthu ht<vt¤elt ftblu juJt c^t J^thtlt Faoltu
mbtJuN &Nu ylu xtkfujt CtJ fu œh fh<t J^thtle ftuR awfJKe ykdult <ublt ftuR œtJt
ægtlbtk juJtNu lnek ylu xuLzh Chlth Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu (vAe<u
ctk^ftb rJCtdltu fboathe ntug fu l ntug) <ublu ytvuje btne<elu yt^thu vtA¤&e ftuR
œtJt hsw fhJt nfœth hnuNu lnek. <ublw xuLzh ChJt <&t <ubtk swœt swœt CtJ ylu œh ChJt
btxu sYhe yuJe <btb btne<e vtu<tlt vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu
je^u y&Jt <ubtk&e WCt &<t ftuR stuFb fu sJtcœthebtk&e Axfe NfNu lnek. mœh ftbbtk
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ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ J^thtu ytvJtbtk ytJNu lrnk.
c:- ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «J<obtl rlgb bwsc fhJtbt
ytJNu. <&t Bgwrl. frb§h©e/mexe Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu
ftbdehe/ybj fhJt rcl Nh<e ckDlf<ot hnuNu.
f:- ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk
vubuLx + yu¾x[t ytRxb) 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh<
ytvJtbtk ytJNu.
z:- htsg / fuL÷ mhfth©elt JF<tuJF<lt ftgœt bwsc su ftuR hfble fvt< fhJtle &Nu <u
bwsc ftuLx[tfxhlt cejbtk&e fvt< fhJtbt ytJNu.
(12) yu:- fhth mkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{
ftblu jtdw vzNu.
ce:- xuLzhbtk œNtoJuj ftb mkck^e œM<tJusbtk œNtoJuj rJd<btk rJmkd<<tlt rfMmtbtk leau œNotJuj
¢btlwmth œM<tJusbtk œNtoJuj rJd< d{tng htFJtbkt ytJNu.fhth mkc^e œM<tJustu fhthlt
ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.
(yu) yufb ylu fœ:-
(2) xuLzh VtuboLþk CtJvºtf
(3) MvuNeVefuNl
z[tu#dbtk fœ, ytfth, ytkfzt fœta Ftuxt ntug <tu btvujt fœ, ytfthlu yLþmhÔþk
(2) xuLzh Vtubole yLþMþra-ce
(3) MvuNeVefuNl
Cwj Chujt fu Ftuxt JKollt rfMmtbtk yt mkck^e Wvhefûttyu rJmkd<<t ykdule ltuk^
bwfe yuze.mexe yuLSlegh / zu.BGþrl.frbNlh©ele bkswhe bu¤JJtbtk ytJNu ylu <u bwsc
fhJtbkt ytJuj rlKog ykr<b dKJtbkt ytJNu.
(13) xuLzhhu z[tuRkd fu MvuNeVefuNlbtk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe
ylu Rsluh Rlatsuo Ãjtl <&t MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk y&oDxl
(14) yt Wvhtk< y.Bgw. ftuvtuo. lt slhj ftuLx[tfx fLzeNl vK btLg htFJle hnuNu.
(15) yufe JF<u yuf fh<t J^w søgtytuyu ftb NY fhJtltu Jfo ytuzoh b¤u <tu ftb yuf mt&u s c^u
(16) atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu
lwfNtl &Nu <tu <ule mkvwKo sJtcœthe (òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb
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œhBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu lwfNtl &tg <ule sJtcœthe
ftuLx[tfxhle hnuNu. vtujem Vrhgtœ &tg <tu <ule sJtc>the vK ftuLxtfxhle hnuNu. CuFz
Dme l vzu <ule sJtc>the vK vtujem Vrhgtœbt ftuLx[tfxhle hnuNu. CuFz Dme l vzu <u btxu
mjtb<elt vdjt (suJt fu œtuhzwk ctk^e bswh Ftztbtk W<thJt, mtuhekd ylu Mx[xekd fhJt
rJduhu) je^t Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh s vtujem Vrhgtœbt sJtcœth hnuNu
ylu Bgwrl.ftuvtuohuNlltu ftuRvK MxtV ytlt btxu sJtcœth hnuNu lrn. ytxjwk mbSlu s
xuLzh ChJwk. œhuf ftb fh<t bswhtultu rJbtu vK W<thujtu ntuJtu stuRyu.
(17) bxehegÕm fu ceò xuMxed hevtuxo ftuLx[tfxhu vtu<tlt Fauo ftuvtuohuNl sKtJu <u søgtyu
fhtJJtlt hnuNu. bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu
hnuNu.<&t atjw ftb œhBgtl yuLSlegh Rlatso îtht ybœtJtœ Bgwrlmevj ftuvtuohuNlle
buxjzuvtu jucbtk xuMxekd fhtJJt sKtJJtbtk ytJu <tu ftuLx[t¾xh îtht <ulw vtjl fhJtlw hnuNu.
(18) M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg <tu
rlgb ylwmth <u ykdu ftb fhJt ftuLx[tfxh ck^tgujt Au.
(19) mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< rœl 1btk vh< jR
sJtltu hnuNu. yLg&t <ule lwfNtlle sJtc>the ftuLx[tfxhle hnuNu.
(20) ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au. <ubt mhfth©elt «Joðbtl rlgb bwsc
ve.yuV/juch yufx <&t bswhtu <&t MxtVle Jebt vtujeme jElu <ult ftgœtlw vtjl fhJtlwk
hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu.
bu.BGþrl.frbNlh©elt mh¾âwjh Bþsc sYhe ctknu^he vºtf ytvJtLþk hnuNu.
(21) ftuRvK ftgœtfeg jexeduNl ybœJtœ Nnuhle ftuxobt hnuNu.
(22) btj su <u Mxtumo Wvh y&Jt mtRx Wvh jtuftulu lz<h l &tg <u he<u mwalt bwsc W<thJtltu
<ubs dtuXJJtltu hnuNu.
(23) ftuR vK mhfthe fhJuht ChJtle <btb sJtcœthe ftuLx[tfxhle hnuNu.
(24) ftuLx[tfxh îtht xuLzhbt œNtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc
jtJJtlt hnuNu.<&t xuMxekd fhtJJtlwk hnuNu.<&t y ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgbtulw
vtjl fhJtlw hnuNu.
(25) yt xuLzhbtk stu ftuR ytRxb hne dR ntug <tu <u y&Jt M&¤ M&e<e bwsc xuLzhbtk mbtJuN l
ntug <uJe J^thtle ftbdehe fhJtle &tg <uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb
ylwmth J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc awkfJKe fhJtbtk
(26) atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[tfxhle hnuNu. subtk vevzt, œtuhzt
Cgmwaf ctuzo, ÃjtMxef vèe, rJ. ftuLx[tfxhu jtJJtlwk ylu mtaJJtlwk hnuNu. ylu ftuRvK
yfMbt< &Nu <tu <ule mkvwKo sJtc>the ftuLx[tfxhle hnuNu.
(27) M&¤ Wvh atjw ftbdehe œhBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg
Ôgrf<lt yfMbt<lt rfMmbtk juch yufx bwsc fhJtle &<e ftgoJtne <&t vtujem
ftgoJtnele sJtc>the ftuLx[tfxhle hnuNu.
(28) stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubtk œhhtus fhuj
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ftbdehe <&t yr^ftheytuyu ftb mw^thJt fu «tud{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk
ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu
ftuLx[tfxhlu vulÕxe fhJtle m•tt yuze.mexe yuLSlehgh©elu hnuNu.
(29) œhuf ytRxblt MvuNeVefuNl ybœtJtœ Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg
htFuj MvuNeVefuNl Nh<tu bwsc hnuNu su ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk
yuze.mexe.yuLSlegh©eltu rlKog ytFhe hnuNu.Jtuxhekd fhJtbtk lrn ytJu fu œhhtus
J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu Jtuxhekd
fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu ylu cejbtk&e hfb ftve juJtbtk ytJNu.
(30) juch JuÕVuh Vkz btxu ntjbtk htsg mhfth©eyu fhuj nwfb bwscle hfb cejbtk&e ftve
(31) atubtmtltu vehegz <t.15 swl &e 14 ytufxtuch Mþ^eltu dKJtbtk ytJNu. yt mbg œhBgtl
ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug <tu <u Bþscle xtEb jebex J^the ytvJtbtk
(32) muÕm xuût / Jux lkch / ve.yuV. ftuz lkch / vtl lkch / S.yum.xe. lkch rJduhu ftuLx[t¾xhu
VhSgt< ytvJtlt hnuNu.
(33) ltbœth ftuxo îtht fhuj nwfb <ubs rlœuo»ttulwk awM<vKu vtjl fhJtlwk hnuNu. subtk z[ulus lu jd<tk
ftb btk ftuRvK mkkstudtubtk bNel ntuj / dxh btk btKmlu W<thJtu lnek <ubs buLgwyj
M¾{uJSkd ykdule btdoœrNoft lwk vtjl fhJwk.
(34) mœh xuLzhle ytRxbtult CtJtu ltKt Ft<t lt mhfgwjh lk.38, <t.21/11/22 <&t mûtb
m•ttle b¤uj bkswhe bwsc GST rmJtg dKºtebtk juJtbt ytJuj <&t «Jo<btl rlgb bwsc
GST awfJJt vtºt &Nu su ægtlu jR <btb cezomu xuLzhtu ChJtlt hnuNu.
(35) mœh xuLzh yk<od<lt ftb mkjøl y.Bgw.ftu.btk vJo<btl <btb rlgbtu/mhfgwjhtu jtdw vzNu
<ubs JF<tu JF< <h mw^thtytu vK jtdw vzNu. sule ltuk^ jR xuLzhtu ChJtlt hnuNu.
(36) mœh xuLzh yu.yth.me. «fthlw Au ytvlu mtukvJtbtkk yuxju fu ytv îtht ChJtbtkk ytJuj
ftbdehelt sÚ&t bwsc mbg bgtoœt lffe fhe su <u mûtbm<tle yjd yjd ykkœtsle
bkkswhe bégu&e Jfo ytuzoh ytvJtbtkk ytJNu ylu mbg bgtoœtbtkk ftbdehe vqKo fhJtlw awM< vKu
vtjl fhJtlw hunNu .
(37) mœhnw ftbbtkk Jtuzobtkk sYhegt< bwsc ytuAtbtkk ytuAe xuLzhle Nh< bwsc bkkswh <h xuLzh
vife yjd yjd ykkœtsle bkkswhe bu¤JJtbtkk ytJ<e ntuR, ytuAtbtkk ytuAe yuf mt&u œN
søgtyu sYhegt< bwsc ftbdehe NY fhJtle Nh<u ylu <u «btKu bulvtJh, bNelhe,
bxehegÕm <ubs ltkkKtfeg studJtRle vwh<t «btKbtkk ÔgJM&t fhe su <u xuLzhhu xuLzh Cgto
vqJuo ytdtu<Y ytgtuslle <igthe mt&u ftbdehe fhJtle &tg Au.
yufhthlwk Vtubo
(1) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tk vnujtk buk/ybu M&¤le
bwjtft< je^e Au ylu ftblu jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e
M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.
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(2) nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu
jd<t >M<tJustu ft¤SvwJof yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb<
ftuLx[tfxhle mne ylu rmfft
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TECHNICALSPECIFICATIONS:
FollowingtechnicalspecificationsshallbeapplicabletotherelevantitemsofBOQ
Steelwork,rivetedinbuiltupsectionsframedworkincludingcutting,hoisting,fixinginpositionandapp
lyingaprimingcoatofredleadpaint.(D)Intrusssesandtrussedpurlins,upto25M.spanand15Movarall
Specificationsforrivetedbuilt-up sectionsinvolveusingstructuralsteeloftheappropriategrade,such as
conforming toIS:2062-2006 for welded or riveted work, and ensuring that high-tensile rivets are used
only with high-tensile steel members, complying with standards likeIS:1149 for rivets. The
processrequiresmemberstobestraight,freeoftwists,andcutsquare,withholesforrivetingprecisely marked
and drilled using templates. Additionally, it's crucial to consider the design of the joints,
includingrivet diameter (e.g., D = 6√T for the thinner plate thickness T) and the spacing and "gauge"
(distance between rivet lines).
Materialandfabrication
Steelgrade:Usesteelthatmeetstherequirementsforrivetedwork,suchasthequality specifications
High-tensilesteel:Usehigh-tensilesteelrivets(e.g.,IS:1149)onlywithhigh-tensilesteel members.
Preparation:Membersmustbestraightened,flattened,andcutsquaretothecorrectlengthby
shearing or sawing.
Holemarkinganddrilling:Holesshouldbemarkedaccuratelyontemplatesandthen transferred to
the steel members before being drilled.
Rivetingprocess
Rivetselection:Thediameteroftherivetcanbeestimatedusingtheformula
D=6Tcap D equals 6 the square root of cap T end-root
,whereTisthethicknessofthethinnerplatebeingjoined,accordingtoaYouTubevideofrom a
Power-drivenrivets: Power-drivenshoprivetsareoftenpreferredfortheirefficiency.
o Gauge: The distance between adjacent rivet lines is called the gauge (g), which is an
important factor in joint design.
o Spacing:Thepitch(distancebetweenconsecutiverivetsalongthelength)mustbe carefully
considered to ensure the joint's strength.
Qualityandinspection
Memberacceptance:Acceptanceofmaterialatthemilldoesnotprecludeitsrejectionlaterif defects
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Sitechecks: All fabricated steelwork, includingall fasteners, should be checked and guarded
upon arrival at the site.
Alignment:Theerectedsteelstructuremustbealigned,plumbed,andleveledcorrectly according to
approved drawings or site instructions.
THERATESHALLBEFORAUNITOFONEquintel
ItemNo:2Steelwork,weldedinbuiltupsectionsframedworkincludingcutting,hoisting,fixinginpositi
onandapplyingaprimingcoatofredleadpaint.(A)Inbeamsandjoists,channelsanglesTees,flats,withc
onnectingplatesoranglecleatsasinmainandcrossbeams.Hipandjackrafters,purlinsconnetedtocom
monraftersandthelike
Specifications for welded built-up steel sections are outlined innational codes likeIS 800andIS
which cover materials, fabrication, and welding processes. Key requirements include using structural
steel conforming to its respective standard (e.g., IS 15962), ensuring welding electrodes meet IS
and preparing shop drawings in compliance with design drawings. Fabrication details, such as
minimizing warping, following specific weld and hole placement rules, and proper application of
protective coatings before and after assembly, are also crucial.
Materialsandfabrication
Structuralsteel:Materialmustconform to the relevantIndian Standards (e.g., IS15962)and
include manufacturer's markings.
Weldingmaterial:WeldingelectrodesmustcomplywithIS814.
Fabricationdrawings: The contractor must prepare fabrication drawings using AutoCAD or
other software, based on the approved design drawings.
Generalfabrication: Fabrication and erection should comply with the general specifications
and IS 800:2007.
Warping:Proceduresshouldbefollowedtominimizewarpingduringfabrication.
Weldinganddesign
Weldquality:Weldsshouldbe smooth,withasmoothandflushfinish,andmeetspecific penetration
requirements for butt welds.
Minimumoverlap:Stress-carryinglap jointsmusthaveaminimumoverlapoffourtimesthe
thickness of the thinner part.
Filletwelds:Singlefilletweldsshouldnotbesubjectedtobendingmomentsabouttheir longitudinal
Weldandholespacing: Specific rules apply tothe size and placement of slots, holes,
andwelds, including minimum distances between them and the edges of parts.
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AhmedabadMunicipalCorporation
Protectivetreatmentandpainting
Shopprimer: A single coat ofprimer is typicallyapplied to steel surfaces to be embedded in
Paintingbeforewelding:Steelsurfaceswithinaspecifieddistanceofareastobewelded should
notbe painted if the paint could be harmful to weldersor the weld quality.
Post-weldtreatment: Welds and adjacent parent metal should not be painted until they have
been deslagged, inspected, and approved.
Inaccessibleareas:Surfacesthatareinaccessibleafterassembly,suchastheinteriorofsealed hollow
sections, mustreceive the fullprotective treatment before assembly.
Paintingconditions: Painting should not be performed in freezing or foggy weather or when
humidity would cause condensation on the surfaces.
THERATESHALLBEFORAUNITOFONEquintel
Providingandfixing1mmthickM.S.sheetslidingshutterswithframeanddiagonalbracesof40x40x6m
mangleiron,3.15mmM.S.gussetplatesatJunctionsandcorners25mmdia.pulley,40x40x6mmanglea
ironguiderailattopandbottomrespactivelywithhandles,stoppersandlockingarrangementetc,inclu
dingapplyingaprimingcoatofredleadpaint.
KeySpecificationsasperIS10451(ifacompliantthicknessisused)
When usinga steelthickness thatcomplieswithIS10451,keyspecificationsinclude:
Material:Angles, tees,flats,andchannels shouldconform toIS1977.
Frame:Shutter leaves are made from MS angle frames. Minimum sizes are 50 x 50 x 5 mm
for shutters up to 2mwide and 2.5mhigh, and 65 x 65 x 6 mm for larger sizes.
Cover(Sheeting):Hot rolled mild steel sheets for covering must be a minimum of 3.15 mm
thick and conform to Fe 310-O of IS 1977. Welding multiple sheets together to achieve the required
sizeisgenerallynotallowed.TheMSblacksheetistackweldedtotheinsideoftheframewith25mm welds
spaced 200 mm apart.
TopTrack(Runner):Made from cold rolled mild steel conforming toIS 1977, capable of
handling the design load and ensuring smooth operation. The track is longer than twice the opening
width and includes stoppers at both ends.
BottomGuide:A channel (approximately 50 x 40 x 5 mm) fixed to the floor to guide the
shutter's movement.
Finish:ShuttersaretypicallyfinishedwithacoatofredoxideprimerconformingtoIS102.
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AhmedabadMunicipalCorporation
(Noteon1mmThickness)
Using1mmthickMSsheetsisnotcompliantwiththeminimumthicknessrequirementsinIS 10451for the
main structural components of standard sliding shutters for building openings. While 1 mm sheets
might be used in other applications like laboratory furniture, using this thickness for standard sliding
shutters would require specific engineering designs and might not be covered by current Indian codes
for large openings.
THERATESHALLBEFORAUNITOFONESQM
Item–03 Providingand layingcementconcrete1:3:6(1Cement:3-coarsesand:6-handbrokenstone
aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation
A 1:3:6 cement concrete mix is anominal mix for M10gradeconcrete,used for non-structural
applicationslikegeneral-
purposework,foundationbedding,andsimplefootpaths.Theratiois1partcement,3partsfineaggregate(
sand),and6partscoarseaggregate(gravel/stone),with a recommended water-cementratio of0.55 to
0.60 and a 28-daycompressivestrength of10 MPa.
Fineaggregate(sand):3parts
Coarseaggregate(gravel/stone):6parts
Key specifications and usage
Compressivestrength:
10MPa10MPa10MPaafter28days
Uses:Non-structuralapplicationssuchasgeneral-purposework,foundationbedding(PCC),
landscaping, and simple footpaths
Water-cementratio:Arecommendedrangeis
Aggregatesize:Oftenspecifiedtouse
40mmaggregatesforPlainCementConcrete(PCC).Importantconsiderations
Compaction:Propercompactionisessentialtoeliminatevoids.
Watercontent:Use thecorrectamountofwater;too much cansignificantlyreducestrength.
Mixing:Thoroughmixing,eithermechanicallyorbyhand,isnecessaryforauniformmix.
Application:Forauniformandleveledsurfacebeforelayingfoundations,aPlainCement
Concrete (PCC) bed of this mix is often used.
SignatureofBidder Page31of40
AhmedabadMunicipalCorporation
ItemNo05:ProvidignthermoMechanicallytreatedbars(RNTEARS)confirmingtoIS1786/FC415for
R.C.Cworksincludingsbendings,bindingandplacinginpositioncompleteuptofloortw
The work shall consist of furnishing and placing reinforcement to the shape and
dimensions shows as on the drawings or as directed. Steel shall be clean and free from
rust and loose mill scale at the time of fixing in position and subsequent concreting.
Reinforcing steel shall conform accurately to the dimensions given in the bar bending
schedules shown on relevant drawings. Bars shall be bent cold to specified shape and
dimensionsorasdirectedusingaproperbarbender,operatedbyhandorpowertoattain proper
radius of bends. Bars shall not be bent or straightened in a manner that will injure the
material. Bars bent during transport or handling shall be straightened before
beingusedonthework.Theyshallnotbeheatedtofacilitatebending.Unlessotherwise
specified, a ‘U’ type hook at the end of each bar shall invariably be provided to main
reinforcement. The radius of the bend shall not be less than twice the diameter of the
round bar and the length ofstraightpartof thebarbeyond the end of the curve shall be at
least four times the diameter of the round bar. In case of bars, which are not round, and
in case of deformed bars, the diameter shall be taken as the diameter of circle havingan
equivalenteffective area.Thehooksshallbe suitablyencased to preventany splitting of the
concrete. All the reinforcement bars shall be accurately placed in exact position shown
on the drawing and shall be securely held in position during, metal
hangers,supportingwiresorotherapproveddevicesatsufficientlycloseintervals,.Bars shall
not be allowed to sag between supports nor displaced during concreting or any
otheroperationsofthework.Alldevicesusedforpositioningshallbeofnon-corrodible
material. Wooden and metal supportsshall no extend to the surfaceof concrete, except
where shown on drawings. Placing of broken stone or brick and wooden blocks shall
not be allowed. Pieces of broken stone or brick and wooden blocks shall not be used.
Spacer bars, precast mortar blocks or other approved devices, shall separate layers of
bars. Reinforcement after being placed in position shall be maintained in a clean
condition until completely embedded in concrete. Special care shall be exercised to
prevent any displacement of reinforcement in concrete already placed. To prevent
reinforcement from corrosion, concrete cover shall be provided as indicated on
drawings.Allthebarsproducingfromconcreteandtowhichotherbarsaretobespliced
andwhicharelikelytobeexposedforaperiodexceeding10daysshallbeprotectedby a thick
coast of neat cement grout. Bars crossing each other where required shall be
securedbybindingwires(annealed)ofsizenotlessthan1mminsuchmannerthatthey do not
slip over each other at the time of fixing and concreting.
As far as possible, bars of full length shall be used. In case this is not possible,
overlappingofbarsshallbedonedirected.Whenpracticable,overlappingbarsshallnot touch
each other, but be kept apart by 25 mm or 1.25 mm times the maximum size of the
coarse aggregate whichever is greater by concrete between them. Where not feasible,
overlappingbars shallbe boundwith annealed wires not less than1 mm thick twisted
tight. The overlaps shall be staggered for different bears and located at points along the
span where neither shear nor bending movement is maximum. Whenever indicated on
the drawings or desired bythe Engineer-in-charge, bars shall be joined by
couplings,whichshallhaveacross-sectionsufficienttotransitsthefullstressesofbars. The
ends of the bars that are joined by coupling shall be upset for sufficient length so
thattheeffectivecrosssectionatthebaseofthreadsisnotlessthannormalcross-
SignatureofBidder Page32of40
AhmedabadMunicipalCorporation
sectionofthebar.Threadsshallbestandardthreads.Steelforcouplingshallconformto
I.S.226Whenpermittedorspecifiedonthedrawings,jointsofreinforcementbarsshall be
butt-welded so as to transmit their full stresses. Welded joints shall preferably be
locatedatpointswhensteelwillnotbesubjecttomorethan75percentofthemaximum
permissible stresses and welds so staggered that at any one section not more than
percent of the rods are welded. Only electric are welding using a process which
excludes air from the molten metal and conforms to anyor all other special provisions
for the work shall be accepted. Suitable means shall be provided for holding bars
securelyin positionduringwelding.Itshallbeensuredthatno voidsareleftin welding and
when welding is done in two or three stages, previous surface shall be cleaned
properly. Ends of the bars shall be cleaned of all loose scale, rust, grease, paint and
other foreign matterbeforewelding. Onlycompetentwelders shallbeemployed on the
work.theM.S.electrodesused forweldingshallconform to I.S.814.Weldedpiecesof
reinforcement shall be tested. Specimen shall be taken from the actual site and their
number and frequency of test shall be as directed.
Modeofmeasurementandpayment:
For the purpose of calculation consumption, wastage shall not be permitted beyond
percentExcessconsumptionover5%willbechargedatpenalrateReinforcementshall be
measured in length includingoverlaps, separately fordifferentdiameters as actually used
in the works. Where welding or coupling is resorted to in place of lap joints such joints
shall be measured for a pimento as equivalent length of overlap as per design
requirement. From the length so measured, the weight of reinforcement shall be
calculatedintonesonthesamebasicofasperM-18eventhoughsteelissuppliedtothe
contractor by the department on actual weight Length shall include hooks at the ends.
Wastageandannealedsteelwireforbindingshallnotbemeasuredandthecostofthese items
shall be deemed to be included in the rate for reinforcement.
THERATESHALLBEFORAUNITOFONECUBICMETER
ITEMNO.06:PROVIDINGANDLAYINGCONTROLLEDCEMENTCONCRETEM-
200ANDCURINGCOMPLETE,EXCLUDINGTHECOSTOFFORMWORKANDREINFORCEMENT
FORREINFORCEDCONCRETEWORKIN:
(A)FOUNDATIONS,FOOTINGS,BASEOFCOLUMNS,ANDMASSCONCRETE.
(B)WALLSFROMTOPOFFOUNDATIONS/LEVELUPTOFLOORTWOLEVEL.
(C)SLABS,LANDINGSHELVES,BALCONIES,LINTELS,BEAMS,GIRDERS,AN
DCANTILEVER,UPTOFLOORTWOLEVEL.
(D)COLUMNS,PILLARS,POSTS,ANDSTRUTS,UPTOFLOORTWOLEVEL.
(E)STAIRCASEUPTOFLOORTWOLEVEL.
(K)VERTICALANDHORIZONTALFINSUPTOFLOORTWOLEVEL.
SignatureofBidder Page33of40
AhmedabadMunicipalCorporation
FOR DETAILED SPECIFICATION REFER R& B DEPT.BOOKLET FOR GENERAL
TECHNICALSPECIFICATIONFORBUILDINGWORKS,SECTION.NO.5.8.2,PAGENO.
ITEMNO.07EXCAVATIONFORFOUNDATIONUPTO1.5MT.DEPTHINCLUDINGSORTINGOUTSTACKINGOF
USEFULMATERIAL&DISPOSINGOFEXCAVATEDSTUFFUPTO50MT.LEADLOOSEORSOFTSOIL.
ANY SOIL WHICH GENERALLY YIELDS TO THE APPLICATION OF ACKAXES AND SHOVES, PHAWARAS
RAKES OR ANY SUCH ORDINARY EXCAVATING IMPLEMENT OR ORGANIC SOIL, GRAVEL SILT, SAND
TURFLOAM, CLAY, PEATETC., FALLUNDERTHISCATEGORY.
CLEARINGTHESITE:
THE SITE ON WHICH THE STRUCTURE IS TO BE BUILT SHALL BE CLEARED AND ALL OBSTRUCTIONS,
LOOSESTONE,MATERIALSANDRUBBISHOFALLKIND,BUSH,WOODANDTREESSHALLBE
REMOVEDASDIRECTED.THEMATERIALSSOOBTAINEDSHALLBEPROPERTYOFTHEGOVERNMENTANDBECO
NVEYEDANDSTACKEDASDIRECTED.WITHIN50M.LEAD.THEROOTS
OFTHETREESCOMINGINTHESIDESSHALLBECUTANDCOATEDWITHHOTASPHALT.
THERATEOFSITECLEARANCEISDEEMEDTOBEINCLUDEDINTHERATEOFEARTHWORKFOR WHICH NO EXTRA
AFTERCLEARINGTHESITE,THECENTERLINESWILLBEGIVENBYTHEENGINEER-IN-CHARGE.THE
CONTRACTORSHALL ASSUMEFULL RESPONSIBILITYFORALIGNMENT, ELEVATION AND DIMENSION OF
EACH AND ALL PARTS OF THE WORK. CONTRACTOR SHALL SUPPLY LABORERS, MATERIALS, ETC.
REQUIREDFORSETTINGOUTTHEREFERENCEMARKSANDBENCHMARKSAND
SHALLMAINTAINTHEMASLONGASREQUIREDANDDIRECTED.
THEEXCAVATIONINFOUNDATIONSHALLBECARRIEDOUTINTRUELINEANDLEVELANDSHALL
HAVETHEWIDTHANDDEPTHASSHOWNINTHEDRAWINGSORASDIRECTED. THECONTRACTOR SHALL DO
THE NECESSARY SHORING AND SHUTTING OR PROVIDING NECESSARY SLOPES TO A SAFE ANGLE, AT HIS
OWN-COST. THE PAYMENT FOR SUCH PRECAUTIONARY MEASURES SHALL BE PAID SEPARATELY IF NOT
SPECIFIED. THE BOTTOM OF THE EXCAVATED AREA SHALL BE 1 EVENED BOTH
LONGITUDINALLYANDTRANSVERSELY.ASDIRECTEDBYREMOVINGANDWATERINGASREQUIRED. NO
EARTH FILLING WILL BE ALLOWED FOR BRINGING IT TO LEVEL, IF MISTAKE OR ANY
OTHERREASONEXCAVATIONISMADE.DEEPERORWIDERTHATSHOWNONTHEPLANOR
DIRECTED.THEEXTRADEPTHORWIDTHSHALLBEMADEUPWITHCONCRETEOFSAME
PROPORTIONASSPECIFIEDFORTHEFOUNDATIONCONCRETEATTHECOSTOFTHECONTRACTOR.
THEEXCAVATIONUPTO1.5M.DEPTHSHALLBEMEASUREDUNDERTHISITEM.
DISPOSALOFTHEEXCAVATEDSTUD:
THEEXCAVATEDSTUFFOFTHESELECTEDTYPESHALLBEUSEDINFILLINGTHETRENCHESAND
PLINTHORLEVELINGTHEGROUNDINLAYERINCLUDINGRAMMINGANDWATERINGETC.
THEBALANCEOFTHEEXCAVATEDQUANTITYSHALLBEREMOVEDBYTHECONTRACTORFROM
THESITEOFWORKTOAPLACEASDIRECTEDWITHLEADUPPED50M. ANDALLLIFT.
MODEOFMEASUREMENTANDPAYMENT:
THEMEASUREMENTOFEXCAVATIONINTRENCHESFORFOUNDATIONSHALLBEMADEACCORDING TO THE
SECTIONS OF TRENCHES SHOWN ON THE DRAWING OR AS PER SECTIONS GIVEN BY THE ENGINEER-IN-
CHARGE.NOPAYMENTSHALLBEMADEFORSURPLUSEXCAVATIONMADEINEXCESSOFABOVEREQUIREMENT
SORDUETOSLOPPINGANDSLOPINGBACKASFOUND
NECESSARYONACCOUNTOFCONDITIONSOFSOIL,ANDREQUIREMENTSOFSAFETY.
SignatureofBidder Page34of40
AhmedabadMunicipalCorporation
THERATESHALLBEFORAUNITOFONECUBICMETER
ITEMNO.08DISMANTLINGTILEDORSTONEFLOORSLAIDINMORTARINCLUDINGSTACKINGOFSERVICE
ABLEMATERIALSANDDISPOSALOFUNSERVICEABLEMATERIALSWITHALLLEADANDLIFTS.
THE RELEVANT SPECIFICATIONS OF ITEM NO. 20.1 (I) SHALL BE FOLLOWED EXCEPT THE DISMANTLING
STONEFLOORSLAIDONMORTARSHALLBEDONE.DISMANTLINGIMPLIESCAREFULLYTAKINGUP OR DOWN
OR THESE ARE FIXED BY NAIL, SCREWS, BOLTS ETC. THESE SHALL BE TAKEN OUT WITH PROPER TOOLS..
2.0.MODEOFMEASUREMENTS&PAYMENT:
2.1.THESUPPORTINGMATERIALSSUCHASJOINTS,BEAMSIFANYETC.SHALLBEMEASUREDSEPARATELY,THE
RELEVANTSPECIFICATIONOFITEMNO.20.1
(I) SHALLBEFOLLOWED.THERATESHALLINCLUDESTACKINGTHEUNSERVICEABLEM
ATERIALSASDIRECTEDWILLLEADANDLIFT
ITEMNO.09,10:BRICKWORKUSINGCOMMONBURNTCLAYBUILDINGBRICKSHAVINGCRUSHINGST
THAN35KG/SQ.CM.INFOUNDATIONSANDPLINT
(B)CONVENTIONAL
(A)INFOUNDATION
HINCEMENTMORTAR 1:6(1CEMENT:6FINESAND)
FOR (B)SUPERSTRUCTURE DETAILEDSPECIFICATIONREFER
R&BDEPT. BOOKLET FOR GENERAL
(C)ABOVEFLOORTWOLEVEL
TECHNICAL SPECIFICATION FOR BUILDING
WORKS, SECTION.NO.6.13,PAGENO.44
ITEMNO.:11PROVIDINGANDFIXINGM.S.GRILLSOFREQUIREDPATTERNTOWOODENFRAMESOFWIND
OWSETC.WITHM.S.FLATSATREQUIREDSPACINGSANDFRAMEALROUND,SQUAREORROUNDBARSWITH
ROUNDHEADEDBOLTSANDNUTSORBYSCREWS(A)PLAINGRILL.(UPTO10TON)
PROVIDINGANDFIXINGM.S. GRILLSOFREQUIREDPATTERNTOWOODENFRAMESOFWINDOWS ETC.
WITHM.S.FLATSATREQUIREDSPACINGSANDFRAMEALROUND, SQUAREORROUNDBARS
WITHROUNDHEADEDBOLTSANDNUTSORBYSCREWS(A)PLAINGRILL.(UPTO10TON)
THEMEASUREMENTSHELLBEONKG.
ITEMNO.12CONVEYANCECHARGESOFLIME,MURRUM,BUILDING,RUBBISH,MANUREORSLUDGEANDE
XCAVATEDROCKANDFLYASH
LIME,MURRUM,BUILDINGRUBBISH
SignatureofBidder Page35of40
AhmedabadMunicipalCorporation
ALLTHESURPLUSEARTHETC.SHALLBECARRIEDAWAYIMMEDIATELYFROMTHESITEOFWORK
TOAPLACEWITHIN5KM.LEADORASDIRECTEDANDORDEREDBYTHEENGINEER-IN-CHARGE,
SOASNOTTOCAUSEANYINCONVENIENCETOTHEPUBLIC/TRAFFIC. THECORPORATIONSHALL CARRY OUT
THE WORK BY ANY OTHER AGENCY AT THE CONTRACTOR’S RISK AND COST. IF THE INSTRUCTIONS ARE
NOTCOMPLIED WITHIN 24 HOURS FROM THEDATEOFORDER TO CART THE SURPLUS MATERIALS AND
CLEAR THE SITE. THE SAID WORK SHALL BE CARRIED OUT BY
THEMUNICIPALCORPORATIONATTHERISKANDCOSTOFTHECONTRACTORANDNOCLAIMOR
DISPUTESHALLBEENTERTAINEDINTHISRESPECT.
IFTHEFILLINGINTRENCHESAFTERSETTLEMENTOFTHEEARTHFILLINGINTRENCHESIS
REQUIREDTOBEDONETHESAMESHALLBECARRIEDOUTBYTHECONTRACTORWITHOUT
ASKINGANYEXTRARATE.THECONTRACTORSHALLHAVETOCARTTHESURPLUSEARTHAFTER THE
TRENCHES ARE WELL WATERED. THE RATE OF CARTING INCLUDES CARTING OF BRICK BATS,
METAL,RUBBLEVEGETABLEANDGARBAGE,IFNECESSARYTOCLEARTHEROADSURFACE.
THERATESHALLBEFORUNITOFCMT.
SignatureofBidder Page36of40
AhmedabadMunicipalCorporation
AHMEDABADMUNICIPALCORPORATION
ENGINEERINGDEPARTMENT(CENTRALZONE)
AHMEDABADMUNICIPALCORPORATION
NameofTender:- bægÍtul lt FtzegtJtuzo btk vtlftuhltft h<lvtu¤ le mtbu ytJuj vu yuLz gwÍ le ctswbtk ngt< xw-Ônejh
vtfeod Jt¤e søgtbtk xw juJj vtfeod cltJJtlt ftb ctc<.
ItemDescription Qty Unit Amount(Rs.)
No figures(Rs.)
Steelwork,riveted in builtup sections
framed work including cutting,
hoisting,fixinginpositionandapplying a
1 340 quintel 6529.86
priming coat of red leadpaint. (D) In
trusssesandtrussedpurlins,upto25M.
spanand15Movarallheight
Steelwork,welded in builtup sections
framed work including cutting,
hoisting,fixinginpositionandapplying a
priming coat of red lead paint. (A)In
2 beams andjoists,channelsanglesTees, 24 quintel 8330.18
flats,with connecting plates or angle
cleats as in main and cross beams.Hip
andjackrafters,purlinsconnetedto
commonraftersandthelike
Providing and fixing1mm thick M.S.
sheet sliding shutters with frame and
diagonal braces of 40x40 x6 mm angle
iron, 3.15 mm M.S.gusset plates at
Junctions and corners 25 mm
3 dia.pulley, 40x40x 6 mm angle and T- 280 Sqm 3652.12
iron guide rail at top and bottom
respactively with handles, stoppers and
locking arrangement etc, including
applyingaprimingcoatofredlead
Providingandlayingcementconcrete
1:3:6(1Cement:3-coarsesand:6-
handbrokenstone aggregates
mmnominalsize)andcuringcomplete
excludingcostofformworkin(A)
Foundationand Plinth
Providing TMT Bar FE415
reinforcement for R.C.C. work
5 includingbending,bindingandplacing 1200 kg 66.59
in position complete upto floor two
SignatureofBidder Page37of40
AhmedabadMunicipalCorporation
Providingandlayingcontrolledcement
concrete M.200and curing complete
excluding the cost of formwork and
reinforcement for reinforced concrete
Slabs,landing,shelves,Balconies Lintels,
Beams,GirdersandCantileverupto
Excavation for foundation upto 1.5 m
depthincludingsortingoutandstacking
7 ofusefulmaterialsanddisposingoffthe 144 cu.m 253.58
excavatedstuffupto50Meterlead.(C)
Dismentaling tiled of stone floors laid
inmortar including stacking of
8 serviceable materilas and disposal of 360 Sqm 47.25
unserviceablematerialswithalllead
Brick work using common burnt clay
building bricks having crushing
strength not less than 35 kg./Sq.Cm. in
foundation and plinth in Cement
Mortar1:8(1-Cement:8-finesand)(C)
Extraforbrickworkinsuperstructure
10 aboveplinthleveluptofloortwolevel 51 cu.m 262.35
Providing and fixing M.S. grills of
required pattern to wooden frames of
windowsetc.withM.S.flatsatrequired
11 spacings and frame alround, square or 4500 kg 100
roundbarswithroundheadedboltsand
nutsorbyscrews(A)PlainGrill.(upto
Conveyance charges of earth lime,
murrum, building rubbish, manure,
12 garbage, sludge, excavated rock, fly 120 Cmt 326.73
ash,aggregateofanykindetc.comp.
SealandSignatureoftheBidder Addl.CityEngineer
Date: AhmedabadMunicipalCorporation
SignatureofBidder Page38of40
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