createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1724235369466
version2
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee1970.00
emd157000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose04-09-2024 17:29:00
tenderQueryClose02-09-2024 16:00:00
technicalBidOpen05-09-2024 17:30:00
publishedDate21-08-2024 18:31:34
publishedByPostDMA_EE1_CC_MNG
publishedByUserKPE11339 - NARESH P SHENOY
bidValidityPeriod180
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonEXECUTIVE ENGINEER
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08242220316
mobileNumberNone
tenderSupplierListNone
tenderSchedule
createdTs1724235369513
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/OW/WORK_INDENT24427
titleConstruction of Basement floor drain at Kankanady Market of 38th Bendoor ward in MCC limits
descriptionConstruction of Basement floor drain at Kankanady Market of 38th Bendoor ward in MCC limits
categoryWORKS
categoryTextWorks
ecv7847374.73
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2162
locationNameDMA City Corporation Mangaluru
provisionalAmount7850000.0
groupOverheadTotal1197057.16
fileNumberMCC/EE/208/2024-25
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17242353700000NoneNoneOther WorksConstruction of Basement floor drain at Kankanady Market of 38th Bendoor ward in MCC limits6650317.57
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3828360145821Nonecode01Earth 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.( Page no 8 . item no 1.14.1., UNI SR 2021 -22)Cum81.7681.762380.6FalseNoneNoneFalseNoneFalse194637.8560
3828361145821Nonecode02Earth 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- All kinds of soils. Depth upto 1.50 m. ( Page no 10 . item no 1.17.1., UNI SR 2021 -22)Cum217.28217.2883.7FalseNoneNoneFalseNoneFalse18186.3360
3828362145821Nonecode03Providing and laying in position plain cement concrete of mix 1:3:6 (M10) 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 ( Page no 15 . item no 2.1.4, UNI SR 2021 -22 ( revised rate w.e.f from 07.07.2022 )) -Vol 1Cum5736.645736.6433.41FalseNoneNoneFalseNoneFalse191661.14240
3828363145821Nonecode04Providing and laying in position Reinforced cement concrete for all Foundation works. The granite / trap / basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) ( Page no 15 . item no 2.2.2.1, UNI SR 2021 -22( revised rate w.e.f from 07.07.2022))-Vol 1Cum6708.186708.18450.42FalseNoneNoneFalseNoneFalse3021498.43560
3828364145821Nonecode05Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) ( Page no 17 . item no 2.5.2, UNI SR 2021 -22( revised rate w.e.f from 07.07.2022))-Vol 1Cum7419.17419.121.5FalseNoneNoneFalseNoneFalse159510.650
3828365145821Nonecode06Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) ( Page no 17 . item no 2.5.2, UNI SR 2021 -22( revised rate w.e.f from 07.07.2022))-Vol 1Cum10116.9610116.967.34FalseNoneNoneFalseNoneFalse74258.48640
3828366145821Nonecode07Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position, binding and anchoring to adjacentmembers whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) ( Page no 84 . item no 11.32,BLD SR 2021 -22) ( revised rate w.e.f from 09.11.2022))-Vol 2Kg100.8100.819325.0FalseNoneNoneFalseNoneFalse1947960.00
3828367145821Nonecode08Supplying 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, UNI SR 2021 -22)Cum2438.242438.2455.8FalseNoneNoneFalseNoneFalse136053.7920
3828368145821Nonecode09Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/ cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. ( Page no 111 . item no 16.5 R & B SR 2021 -22 ) - Vol 3Sqm474.1474.1310.0FalseNoneNoneFalseNoneFalse146971.00
3828369145821Nonecode10Supplying 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:. ( Page no 134 . item no 1.9. M010I, WB SR 2021 -22 ), 6 kg/sqcm & class 3 a) 160mm Dia ( Page no 134 . item no 1.9. M010I, WB SR 2021 -22 )m623.91623.91250.0FalseNoneNoneFalseNoneFalse155977.50
3828370145821Nonecode11Supplying 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:. ( Page no 134 . item no 1.9. M010I, WB SR 2021 -22 ), 6 kg/sqcm & class 3 b) 110mm Dia ( Page no 134 . item no 1.7. M010G, WB SR 2021 -22 )m410.39410.39450.0FalseNoneNoneFalseNoneFalse184675.50
3828371145821Nonecode12Supply and delivery at site special moulded variety PVC 160mm couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments ( Page no 136. item no 6.10 (M090J), W&U SR 2021 -22) a) 160mm Dia ( Page no 136 . item no 6.10. M090J, WB SR 2021 -22 )Each390.88390.8820.0FalseNoneNoneFalseNoneFalse7817.60
3828372145821Nonecode13Supply and delivery at site special moulded variety PVC 160mm couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments ( Page no 136. item no 6.10 (M090J), W&U SR 2021 -22) b) 110mm Dia ( Page no 136 . item no 6.8. M090H, WB SR 2021 -22 )Each199.36199.3625.0FalseNoneNoneFalseNoneFalse4984.00
3828373145821Nonecode14Supply and delivery at site special moulded variety 160mm PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments ( Page no 137. item no 7.10 (M100J), W&U SR 2021 -22) a) 160mm Dia ( Page no 137. item no 7.10 (M100J), W&U SR 2021 -22)Each549.92549.9250.0FalseNoneNoneFalseNoneFalse27496.00
3828374145821Nonecode15Supply and delivery at site special moulded variety 160mm PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments ( Page no 137. item no 7.10 (M100J), W&U SR 2021 -22) b) 110mm Dia ( Page no 137. item no 7.8 (M100H), W&U SR 2021 -22)Each352.8352.860.0FalseNoneNoneFalseNoneFalse21168.00
3828375145821Nonecode16Supply and delivery at site special moulded variety 160mm PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments ( Page no 137. item no 8.10 (M110J), W&U SR 2021 -22) a) 160mm Dia ( Page no 137. item no 8.10 (M110J), W&U SR 2021 -22)Each544.32544.3270.0FalseNoneNoneFalseNoneFalse38102.40
3828376145821Nonecode17Supply and delivery at site special moulded variety 160mm PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments ( Page no 137. item no 8.10 (M110J), W&U SR 2021 -22) b) 110mm Dia ( Page no 137. item no 8.8 (M110H), W&U SR 2021 -22)Each293.44293.4450.0FalseNoneNoneFalseNoneFalse14672.00
3828377145821Nonecode18Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever 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 ISS (contractor will make his own arrangements for procuring water for testing) etc. for: ( Page no 134. item no 2.2 (M020B), W&U SR 2021 -22) a) 110mm Dia ( Page no 134. item no 2.2 (M020B), W&U SR 2021 -22)m303.52303.52100.0FalseNoneNoneFalseNoneFalse30352.00
3828378145821Nonecode19Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. ( Page no 41 . item no 8.2.1,BLD SR 2021 -22( revised rate w.e.f from 07.07.2022))-Vol 2Sqm277.76277.76169.92FalseNoneNoneFalseNoneFalse47196.97920
3828379145821Nonecode20KSRB15-3-13 : Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.( Page no 41 . item no 8.1.1,BLD SR 2021 -22( revised rate w.e.f from 07.07.2022))-Vol 2Sqm238.56238.56180.72FalseNoneNoneFalseNoneFalse43112.56320
3828380145821Nonecode21Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge...( Page no 82 . item no 11.25.2,BLD SR 2021 -22( revised rate w.e.f from 07.07.2022))-Vol 2Kg136.64136.64205.56FalseNoneNoneFalseNoneFalse28087.71840
3828381145821Nonecode22Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including Subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. ( Page no 146 . item no MoRTH 602.6.3, Vol -3 SR 2021 -22 )Sqm78.478.41989.0FalseNoneNoneFalseNoneFalse155937.60
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17242353710000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17242353710000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17242353710000NoneNoneELIGIBILITYBidders 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
17242353710000NoneNoneELIGIBILITYIt 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
17242353710000NoneNoneELIGIBILITYEMD 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
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)NoneNone
NoneNoneNoneNoneList of existing commitments and ongoing worksNoneNone
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneBanker Details for referenceNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNoneNone
NoneNoneNoneNoneQualification 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 awardedNoneNone
NoneNoneNoneNoneList of Financial Resources with CertificatesNoneNone
NoneNoneNoneNoneKPWD Class-III & above Contractor Registration CertificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Registration Certificate issued by KPWD
NoneNoneNoneNoneTenderer in his name should have in the last five years i.e., 2019-20 to 2023-24, achieved in at least two financial years minimum annual financial turnover (in all classes of civil engineering construction works only) of Rs. 66.50 lakhsCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Turnover Certified should be issued by the Charted accountant (With profit loss statement with UDIN)
NoneNoneNoneNoneTenderer in his name should have in the last five years i.e., 2019-20 to 2023-24, satisfactorily completed at least one similar nature of work like Construction of UGD value not less than Rs 33.25 lakhs ,as a prime contractor.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Work done Certificate issued by the officer not below the rank of Executive Engineer or Equivalent
NoneNoneNoneNoneOthers -- Work done certificate should include E-procurement indent number
NoneNoneNoneNoneExecuted in one year in the last five years i.e., 2019-20 to 2023-24, the following minimum quantities of work 1)Earth work excavation/ Embankment-1971.00 Cum 2)Providing and laying Cement Concrete ( Plain & Reinforced)-410.00 Cum 3)TMT Steel reinforcement-15.60 Tonne 4)Providing and laying PVC pipe of 110mm dia and above-560.00 RmtrCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Work done Certificate issued by the officer not below the rank of Executive Engineer or Equivalent
NoneNoneNoneNoneOthers -- Work done certificate should include E-procurement indent number
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of not less than amount Rs. 19.95 lakhs (Credit lines/ letter of credit/ Banker certificates from scheduled banks for meeting the fund requirement etc.(As per Clause No 3.3b)Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Credit lines/ letter of credit/ Banker certificates issued by scheduled banks
NoneNoneNoneNoneSite Inspection ReportCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Relevant document
NoneNoneNoneNoneESI & EPF Registration CertificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Registration Certificate issued by the Labour Department
tenderCriterionDocumentList
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone