createdTsNone
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createdDateNone
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noticeInvitingTenderDTO
createdTs1725533163095
version2
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd24715.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose18-09-2024 16:00:00
tenderQueryClose16-09-2024 16:00:00
technicalBidOpen19-09-2024 16:00:01
publishedDate05-09-2024 17:12:57
publishedByPostDMA_EE2_CC_MNG
publishedByUserKPE18449 - GNANESH P S
bidValidityPeriod180
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonRITHESH KUMAR
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08242220316
mobileNumber9448500290
tenderSupplierListNone
tenderSchedule
createdTs1725533163141
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/WS/WORK_INDENT27288
titleConstruction of 6 No Manhole for UGD network sytem near Doomavathi Daivasthana at Katipalla 7th block of 5th Katipalla north ward in MCC limits
descriptionConstruction of 6 No Manhole for UGD network sytem near Doomavathi Daivasthana at Katipalla 7th block of 5th Katipalla north ward in MCC limits
categoryWORKS
categoryTextWorks
ecv1166513.44
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2162
locationNameDMA City Corporation Mangaluru
provisionalAmount1175000.0
groupOverheadTotal177942.73
fileNumberMCC/EE/2916/2023-24
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17255331630000NoneNoneWater supply/sewage linesConstruction of 6 No Manhole for UGD network sytem near Doomavathi Daivasthana at Katipalla 7th block of 5th Katipalla north ward in MCC limits988570.71
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3929546151621Nonecode01Earth 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. (Page No. 10 Item No.-1.17.1 common SR 2021-22 VOLUME-1 ). i) All kinds of soils. Depth upto 1.50 mCum217.28217.2850.06FalseNoneNoneFalseNoneFalse10877.03680
3929547151621Nonecode02Earth 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. (Page No. 10 Item No.-1.17.1 common SR 2021-22 VOLUME-1 ).ii) All kinds of soils. Depth exceeding 1.50 m, but not exceeding 3.00mCum275.52275.5250.06FalseNoneNoneFalseNoneFalse13792.53120
3929548151621Nonecode03Earth work excavation for pipeline trenches in all kinds of 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 & bonding rods at every 100 mm whevere necessary as directed, removal of slumps 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 and all other appurtenances to complete in the following strata. (Page No. 10 Item No.-1.19.3 common SR 2021-22 VOLUME-1 ).i) Ordinary/soft rock (without requiring blasting) Depth exceeding 3.00 m, but not exceeding 4.50mCum536.48536.4834.22FalseNoneNoneFalseNoneFalse18358.34560
3929549151621Nonecode04Earth work excavation for pipeline trenches in all kinds of 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 & bonding rods at every 100 mm whevere necessary as directed, removal of slumps 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 and all other appurtenances to complete in the following strata. (Page No. 10 Item No.-1.19.3 common SR 2021-22 VOLUME-1 ).ii) Ordinary/soft rock (without requiring blasting) Depth exceeding 4.50 m, but not exceeding 6.0mCum616.95616.9519.39FalseNoneNoneFalseNoneFalse11962.66050
3929550151621Nonecode05Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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 ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 110mm dia., 6 kg/sqcm & class 3 (P No. 134 Sl No. 1.7W.S and UGD WORKS S.R 2021-22 VOLUME -V).Rmtr410.39410.3936.0FalseNoneNoneFalseNoneFalse14774.040
3929551151621Nonecode06Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Cast-insitu / Pre-cast RCC Machinehole chambers, constructed using form vibrators of standard type, with barricading, danger lighting and using of sight rails and boning rods wherever necessary, shoring and strutting wherever required using Ordinary Port Land Cement, using 1:1.5:3 proportion RCC with 20 mm and down graded jelly, well graded sand and steel of approved quality, 200 mm thick top concrete slab, having wall thickness and raft thickness as in approved drawings and with an offset in raft alround the chamber as in approved drawing, benching concrete with 1:6 slope towards the central drain finished smooth, including fixing and grouting of pipes, including conveying to work spot supply and fixing SFRC Machinehole cover and frame (Heavy duty) conforming to IS:12592 with latest amendments, on a bed of CC 1:2:4 supplying and fixing of minimum 3 mm thick encapsulated plastic footsteps (as per IS 10910) on 12 mm dia. Grade Fe-500 steel bar (as per IS 1786) staggered at 300 mm apart as detailed in Technical specifications, including stone grit beding wherever required, watering, curing, engraving Machinehole number with flow direction on the inner cylindrical surface etc., complete including cost of reinforcement steel and fabrication charges and also cost and conveyance of all materials, labour with all lead and lifts. The Pre-cast RCC Machinehole are for various diamters and depths as stated below and as per detailed drawings, specifications and direction of the Engineer. Constructing Pre-cast RCC Machinehole 1.50m internal dia. , 5.0 M depth & SFRC cover & frame (P No. 190 Sl No.18 .5 W.S and UGD WORKS S.R 2021-22 VOLUME -V)No147725.76147725.766.0FalseNoneNoneFalseNoneFalse886354.560
3929552151621Nonecode07Supplying and filling in plinth with sand under floors, foundation of Bridges including watering, ramming, consolidating and dressing complete. (Page No. 7 Item No.-1.11 common SR 2021-22 VOLUME-1 ).Cum2438.242438.244.32FalseNoneNoneFalseNoneFalse10533.19680
3929553151621Nonecode08Refilling 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 (Page No. 7 Item No.-1.10 common SR 2021-22 VOLUME-1 ).Cum136.64136.6472.11FalseNoneNoneFalseNoneFalse9853.11040
3929554151621Nonecode09Disposal off the excess excavated earth of all types by vehicle including loading, unloading with all lead and lifts, labour, HOM of machineries etc. for Distance of 4 to 5 km (P No. 63 Sl No. 4.5 W.S and UGD WORKS S.R 2021-22 VOLUME -V).Cum147.84147.8481.61FalseNoneNoneFalseNoneFalse12065.22240
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17255331640000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17255331640000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17255331640000NoneNoneELIGIBILITYBidders 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
17255331640000NoneNoneELIGIBILITYIt 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
17255331640000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneBanker DetailsNoneNone
NoneNoneNoneNoneValid KPWD Class IV & above Contractor Registration CertificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Registration certificate issue by KPWD
NoneNoneNoneNoneAnnual Turnover Certificate with UDINCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Turnover Certified should be issued by the Charted accountant (With profit loss statement with UDIN)
NoneNoneNoneNoneSimilar Nature of Workdone CertificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Work done Certificate issued by the officer not below the rank of Executive Engineer
NoneNoneNoneNoneESI & PF Registration CertificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Registration Certificate issued by the Labour Department
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tenderRecallDTONone