createdTsNone
versionNone
createdDateNone
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noticeInvitingTenderDTO
createdTs1726051514353
version3
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd27200.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose27-09-2024 17:30:00
tenderQueryClose27-09-2024 16:00:00
technicalBidOpenNone
publishedDate11-09-2024 16:43:01
publishedByPostTMC_CO_HDK
publishedByUserKPE14295 - SURESHA P
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonJunior Engineer
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber8105479629
tenderSupplierListNone
tenderSchedule
createdTs1726051514443
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/OW/WORK_INDENT29127
titleConstruction of CC Draain and Road development work way to Court road near TMC office in HD Kote TMC Limit
descriptionConstruction of CC Draain and Road development work way to Court road near TMC office in HD Kote TMC Limit
categoryWORKS
categoryTextWorks
ecv1088000.00
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2447
locationNameDMA Town Municipal Council H D Kote
provisionalAmount1088000.0
groupOverheadTotal165979.92
fileNumberhdk/munisi/2024-25
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17260515140000NoneNoneOther WorksConstruction of CC Draain and Road development work way to Court road near TMC office in HD Kote TMC Limit922020.08
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3958884153397Nonecode01Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. CSR 2023-24 Sl. No.1.14.1, Page No.8 Volume1.Cum105.06105.0650.625FalseNoneNoneFalseNoneFalse5318.66250
3958885153397Nonecode02Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately), Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates. CSR 2023-24 Sl. No.2.1.2, Page No.15Volume1.Cum5833.925833.926.37FalseNoneNoneFalseNoneFalse37162.07040
3958886153397Nonecode03Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. CSR 2023-24 Sl. No.2.2.1, Page No.16 Volume1.Cum6799.356799.3515.7399FalseNoneNoneFalseNoneFalse107021.0890650
3958887153397Nonecode04Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. CSR 2023-24 Sl. No.9.3, Page No.71Volume3.Tonne92140.7192140.710.6FalseNoneNoneFalseNoneFalse55284.4260
3958888153397Nonecode05Refilling 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.CSR 2023-24 Sl. No.1.10, Page No.07Volume1.Cum164.8164.87.5FalseNoneNoneFalseNoneFalse1236.00
3958889153397Nonecode06Compacting Original Ground. Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. CSR 2023-24 I NO.3.7, 305.3.4 P-17 V-3Cum108.15108.1575.6FalseNoneNoneFalseNoneFalse8176.140
3958890153397Nonecode07Granular Sub-Base. Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 4.1, 401, A, (ii) For Grading -II Material. CSR 2023-24 INo.4.1, 401 PNO-23 V-3Cum2636.82636.870.2FalseNoneNoneFalseNoneFalse185103.360
3958891153397Nonecode08Wet Mix Macadam (Plant mix method). Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of 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.CSR 2023-24 I 4.17,406 PNO-26 Volume-3Cum2635.772635.7770.1999FalseNoneNoneFalseNoneFalse185030.7904230
3958892153397Nonecode09Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. CSR 2023-24 I No.5.1, 502, A P NO-3 V -3 P-3Sqm42.2342.23468.0FalseNoneNoneFalseNoneFalse19763.640
3958893153397Nonecode10Bituminous Macadam Grading - I for traffic 20 MSA Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% 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. CSR 2023-24 I.No.5.6, 504, (i), A PNo-31 V-3 .Cum7762.087762.0823.4FalseNoneNoneFalseNoneFalse181632.6720
3958894153397Nonecode11Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. CSR 2023-24 Si No.5.3, 503, (i), P-31 V-3Sqm12.3612.36468.0FalseNoneNoneFalseNoneFalse5784.480
3958895153397Nonecode12Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by 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. CSR2023-24 I.No.1, 21-A, IRC-37: 2018, .V-3 P-43 5.31 IRC 37:2018Cum10827.3610827.3611.7FalseNoneNoneFalseNoneFalse126680.1120
3958896153397Nonecode13Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control,(i) Upto 10 cm in width.CSR 2023-24 I No.8.13, ((ii)) Ref. to MoRT&H Spec. 803, (ii) P-66 V-3Sqm177.16177.1621.5999FalseNoneNoneFalseNoneFalse3826.6382840
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17260515180000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17260515180000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17260515180000NoneNoneELIGIBILITYBidders 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
17260515180000NoneNoneELIGIBILITYIt 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
17260515180000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17260515180000NoneNoneELIGIBILITYDepartment Registration DetailsNone
17260515180000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17260515180000NoneNoneELIGIBILITYList of existing commitments and ongoing workNone
17260515180000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17260515180000NoneNoneELIGIBILITYBanker DetailsNone
17260515560000NoneNoneELIGIBILITYBIDDER SHOULD UPLOAD ALL RELEVANT TECHNICAL DOCUMENTS AS PER CONDITIONS MENTIONED IN THE TENDER DOCUMENT ATTACHEDNone
17260515680000NoneNoneELIGIBILITYThe intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-1None
17260515830000NoneNoneELIGIBILITYThe authority reserves right to accept or reject of all tenders without giving any reasonsNone
17260515950000NoneNoneELIGIBILITYGST will be paid at the time of bill paymentNone
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
Class IV and Above KPWD Civil Contractor Registration certificateTrueTechnical Bid
Similar workdone certificateTrueTechnical Bid
Line of Credit -Conditional line of credit will not be accepted and it will be directly rejected and tender will not be acceptedTrueTechnical Bid
BIDDER SHOULD UPLOAD ALL RELEVANT TECHNICAL DOCUMENTS AS PER CONDITIONS MENTIONED IN THE TENDER DOCUMENT ATTACHEDFalseTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone