createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1722578405491
version7
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee1040.00
emd82500.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose12-08-2024 17:00:00
tenderQueryClose09-08-2024 17:00:00
technicalBidOpenNone
publishedDate02-08-2024 15:44:51
publishedByPostCMC_MCOM_UDP
publishedByUserKPE15327 - RAYAPPA
bidValidityPeriod90
noOfCalls2
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnTrue
percentageRateTypeTextNone
contactPersonDURGAPRASAD
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber9741943666
tenderSupplierListNone
tenderSchedule
createdTs1722578405494
version13
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/OW/WORK_INDENT20125/CALL-2
titleReplacement of UGD pipe line and Reconstruction of chamber Alankar Theatre to City Hospital road in Ajjarkad ward
descriptionReplacement of UGD pipe line and Reconstruction of chamber Alankar Theatre to City Hospital road in Ajjarkad ward
categoryWORKS
categoryTextWorks
ecv4123029.40
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2411
locationNameDMA City Municipal Council Udupi
provisionalAmount4125000.0
groupOverheadTotal628936.69
fileNumberUCMC/CR/B4/CR/09/2024-25
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17225784060000NoneNoneOther WorksReplacement of UGD pipe line and Reconstruction of chamber Alankar Theatre to City Hospital road in Ajjarkad ward3494092.71
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3673233134314Nonecode01Cutting Asphalt, Concrete road surface using machine cutter for leakagepit with earth work excavation in all classifications of soil including alllead and lifts bailing out water with pumps lighting etc., as per requirement and disposing of the excavated stuff as directed. After attending the leak, refilling the trench for 30 cm depthquarry dust above and around pipelines and balance with available earthin layers not exceeding 20 cms in depth, compacting Each deposited layerby ramming including watering and consolidation by mechanical meansapproved by Engineer Incharge. (Work to be carried out as per leak repair manual and the rate includes hire charges of dewatering Pump, tractor, Jeep with all kinds of Labour in a Complete manner). (page no. 63 Si no.3.3 KUWS&DB 2023-24)Cum1295.841295.84111.0FalseNoneNoneFalseNoneFalse143838.240
3673234134314Nonecode02Demolishing cement concrete manually by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. (page no. 187 Si no.19.2.1 KUWS&DB 2023-24)Cum1862.561862.562.14FalseNoneNoneFalseNoneFalse3985.87840
3673235134314Nonecode03Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.(Pg 10, Item No. 1.17.1 Vol I PWDSR 2023-24) All kinds of soils. Depth upto 1.50 mCum293.44293.44759.82FalseNoneNoneFalseNoneFalse222961.58080
3673236134314Nonecode04Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.(Pg 10, Item No. 1.17.2 PWDSR 2023-24) Depth exceeding 1.5 m, but not exceeding 3 mCum370.72370.72303.93FalseNoneNoneFalseNoneFalse112672.92960
3673237134314Nonecode05Providing UPVC FOAM CORE pipes conforming to IS 16098 2013with latest amendments ended with integral sockets with ISI mark andconveying to worksite, rolling and lowering into trenches, laying true toline and level and perfect linking at joints, testing and commissioning,including loading and unloading at both destinations and cuts of pipeswherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per (contractor will make his own arrangements for procuring water for testing) etc. complete. for Pipes of Self 315mm dia (page no. 115 Si no.10.3.10, KUWS&DB 2023-24 )Mtr2422.562422.56280.0FalseNoneNoneFalseNoneFalse678316.80
3673238134314Nonecode06Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Pg 15, Item No. 2.1.3 PWDSR 2023-24)Cum6707.686707.688.7FalseNoneNoneFalseNoneFalse58356.8160
3673239134314Nonecode07Supplying, fitting and placing TMT FE 550 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Sl. No.3.7, 406 P.No. 16/CSR 2021-22 VOL-3Tonne96804.9696804.961.759FalseNoneNoneFalseNoneFalse170279.924640
3673240134314Nonecode08Providing and laying in Cement Concrete for all Basement surface levelworks, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevantIS Codes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, including alllead & lifts, cost of all materials of quality, labour, Usage charges of machinery,curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Page no 16, item no2.3.1 , UNI SR 2023-24)Cum12038.9912038.9923.91FalseNoneNoneFalseNoneFalse287852.25090
3673241134314Nonecode09Supplying and fixing SFRC frame and cover conforming to IS 12592 1988 and IS 125921991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete CSR 2023-24 Item no. 16.23.2 of page no. 196) Heavy DutyNo2871.682871.689.0FalseNoneNoneFalseNoneFalse25845.120
3673242134314Nonecode10Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge Sl. No.17.3, 406 P.No. 175/CSR 2023-24 VOL-3Cum1335.041335.04189.0FalseNoneNoneFalseNoneFalse252322.560
3673243134314Nonecode11Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at in mechanical mix plant carriageof mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density Sl. No.4.17, 406 P.No. 31/CSR 2023-24 VOL-3Cum2866.082866.08252.0FalseNoneNoneFalseNoneFalse722252.160
3673244134314Nonecode12Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications (Pg 7, Item No. 1.10 Vol I PWDSR 2023-24)Cum176.0176.0399.0FalseNoneNoneFalseNoneFalse70224.00
3673245134314Nonecode13Providing and applying primer coat with BitumenEmulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70kg using mechanical means.Sl. No.5.1-502 P.No. 29/CSR 2021-22 VOL-3 Sl. No.5.1-502 P.No. 31/CSR 2023-24Sqm45.9245.92285.0FalseNoneNoneFalseNoneFalse13087.20
3673246134314Nonecode14Providing and applying primer coat with grade BituminousEmulsion on prepared surface of granular Base including cleaningwith mechanical Broom of road surface and spraying primer at the rate of 0.90 kg using mechanical means Sl. No.5.2-502 P.No. 31/CSR 2023-24 VOL-3Sqm59.3659.36665.0FalseNoneNoneFalseNoneFalse39474.40
3673247134314Nonecode15Providing and laying Bituminous Macadam with tphcapacity hot mix plant using crushed aggregates of specifiedgrading premixed with bituminous binder by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction P.NO32,SL.NO.5.6C, 504 CSR 2023-24 vol-3Cum8357.448357.4433.25FalseNoneNoneFalseNoneFalse277884.880
3673248134314Nonecode16Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates of specified grading premixed with bituminous binderby weight of mix and filler, transported to site,laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. P.G.NO43, SL.NO.5.31 21-A CSR 2023-24 IRC-37: 2018Cum11370.2411370.2416.63FalseNoneNoneFalseNoneFalse189087.09120
3673249134314Nonecode17Plain Cement Pavement Quality Concrete laid without Paver Construction of un-reinforced plain cement concrete pavement using grade with OPC 270 kg and GGBS 90 kg as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to Reaffirmed-2008 Coarse aggregates and Fine aggregate confirming to transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work) Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting , shall be paid seperately) Sl. No.6.6 P.No. 51/CSR 2023-24 VOL-3Cum8357.448357.4427.0FalseNoneNoneFalseNoneFalse225650.880
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17225798910000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17225798910000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17225798910000NoneNoneELIGIBILITYBidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document.None
17225798910000NoneNoneELIGIBILITYIt shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission.None
17225798910000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17225798910000NoneNoneELIGIBILITYMinimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)None
17225798910000NoneNoneELIGIBILITYSatisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender)None
17225798910000NoneNoneELIGIBILITYTenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNone
17225798910000NoneNoneELIGIBILITYTenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNone
17225798910000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17225798910000NoneNoneELIGIBILITYList of existing commitments and ongoing worksNone
17225798910000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17225798910000NoneNoneELIGIBILITYBanker Details for referenceNone
17225798910000NoneNoneELIGIBILITYConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNone
17225798910000NoneNoneELIGIBILITYReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNone
17225798910000NoneNoneELIGIBILITYQualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awardedNone
17225798910000NoneNoneELIGIBILITYProposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached)None
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateFalseTechnical Bid
Contractor Registration CertificateTrueTechnical Bid
Similar work done CertificateTrueTechnical Bid
ESI and EPF registration certificateTrueTechnical Bid
Payment made towards workers ESI &EPF challan up to till monthTrueTechnical Bid
Unbalanced tender difference amount in the form of FDR-100 percentage-excluding 10 percentageTrueTechnical Bid
GST registration certificateTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone