createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1718430502046
version2
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee710.00
emd64760.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose28-06-2024 16:00:00
tenderQueryClose26-06-2024 16:00:00
technicalBidOpen29-06-2024 16:00:01
publishedDate15-06-2024 11:35:00
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
createdTs1718430502085
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/OW/WORK_INDENT17740
titleConstruction of drain footpath near Urvastore Mahaganapathi Temple of 26th ward in MCC limits
descriptionConstruction of drain footpath near Urvastore Mahaganapathi Temple of 26th ward in MCC limits
categoryWORKS
categoryTextWorks
ecv2815463.25
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2162
locationNameDMA City Corporation Mangaluru
provisionalAmount3238000.0
groupOverheadTotal739901.17
fileNumberMCC/EE/3629/2023-24
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17184305020000NoneNoneOther WorksConstruction of drain footpath near Urvastore Mahaganapathi Temple of 26th ward in MCC limits2075562.08
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3291760114466Nonecode01Earth 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils upto 3m depth .Cum114.24114.24115.2FalseNoneNoneFalseNoneFalse13160.4480
3291761114466Nonecode02Providing 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.Cum6707.686707.6817.38FalseNoneNoneFalseNoneFalse116579.47840
3291762114466Nonecode03Providing 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum11266.311266.345.6FalseNoneNoneFalseNoneFalse513743.280
3291763114466Nonecode05Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including 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. All other type of structuresTonne88492.3288492.322.75FalseNoneNoneFalseNoneFalse243353.880
3291764114466Nonecode06Providing and laying Permeable Cement Concrete Paver Block for Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-chargeSqm1141.281141.28214.5FalseNoneNoneFalseNoneFalse244804.560
3291765114466Nonecode07Kerb Stones Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 300 x 300 x 100 mm sizeRmtr331.52331.52286.0FalseNoneNoneFalseNoneFalse94814.720
3291766114466Nonecode08Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm174.72174.72171.6FalseNoneNoneFalseNoneFalse29981.9520
3291767114466Nonecode09Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.Sqm1300.321300.32286.0FalseNoneNoneFalseNoneFalse371891.520
3291768114466Nonecode10Plant Mix Method 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 401 For Grading -II Material.Cum2867.22867.242.9FalseNoneNoneFalseNoneFalse123002.880
3291769114466Nonecode11Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Foundation in CM 1:6.Cum7138.887138.8812.15FalseNoneNoneFalseNoneFalse86737.3920
3291770114466Nonecode12Providing 15 mm cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 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.Sqm409.92409.9296.9FalseNoneNoneFalseNoneFalse39721.2480
3291771114466Nonecode13Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. Complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 HDPE Grade PE80-PN6.0,110mm diaRmtr525.28525.28286.0FalseNoneNoneFalseNoneFalse150230.080
3291772114466Nonecode17Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.Sqm593.6593.642.9FalseNoneNoneFalseNoneFalse25465.440
3291773114466Nonecode18Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the EngineerNos408.8408.854.0FalseNoneNoneFalseNoneFalse22075.20
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17184305030000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17184305030000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17184305030000NoneNoneELIGIBILITYBidders 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
17184305030000NoneNoneELIGIBILITYIt 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
17184305030000NoneNoneELIGIBILITYEMD 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
NoneNoneNoneNoneProposals 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)NoneNone
NoneNoneNoneNoneKPWD Class-III & above Contractor Registration Certificate.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Registration Certificate issued 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 work value not less than Rs.10.38 LakhsCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Work done certificate by the officer not below the rank of Executive Engineer.
NoneNoneNoneNoneESI & EPF Registration CertificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Registration Certificate issued by the Labour Department
tenderCriterionDocumentList
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone