createdTsNone
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noticeInvitingTenderDTO
createdTs1726480780630
version3
createdDateNone
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tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd25000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose03-10-2024 17:00:00
tenderQueryClose03-10-2024 16:00:00
technicalBidOpenNone
publishedDate17-09-2024 13:44:53
publishedByPostTP_CO_BGD
publishedByUserKPE12497 - M BASAVARAJU
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonAssistant Engineer
splitEmdRequiredYnFalse
emdBankGuaranteeNone
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bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber9739203412
tenderSupplierListNone
tenderSchedule
createdTs1726480780671
version8
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/OW/WORK_INDENT29860
titleConstruction of UGD work from Eshwara house to Marigowda house way to Marigudi at Bogadi in Bogadi Town Panchayath Limit
descriptionConstruction of UGD work from Eshwara house to Marigowda house way to Marigudi at Bogadi in Bogadi Town Panchayath Limit
categoryWORKS
categoryTextWorks
ecv1000000.00
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2453
locationNameDMA Town Panchayat Bogadi
provisionalAmount1000000.0
groupOverheadTotal153823.09
fileNumberMUF/2024-25/BOG/67
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17264807810000NoneNoneOther WorksConstruction of UGD work from Eshwara house to Marigowda house way to Marigudi at Bogadi in Bogadi Town Panchayath Limit846176.91
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4010933155293Nonecode01Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately (Vol-3 SR 2023-24, Sl no. 2.19, Page No.12)Mtr579.89579.8945.494FalseNoneNoneFalseNoneFalse26381.515660
4010934155293Nonecode02Earth 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. (Vol-I SR 2023-24, Item no. 1.17.1, Page No.10)Cum269.86269.86180.1762FalseNoneNoneFalseNoneFalse48622.3493320
4010935155293Nonecode03Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the workt In all kinds of Soils. Depth upto 1.50m ( Vol.1 SR-2023-24, Item no. 1.6.1, Page No.6)Cum498.52498.5242.3734FalseNoneNoneFalseNoneFalse21123.9873680
4010936155293Nonecode04Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm diaCirc. B M.H:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia.,1.5 M depth & SFRC cover & frame (WS&UGD Vol-5 CSR 2023-24, Item no. 16.15.3, Page No.191&192 ).Each39532.4339532.436.0FalseNoneNoneFalseNoneFalse237194.580
4010937155293Nonecode05Supplying UPVC FOAM CORE pipes conforming to IS 16098 P-1 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:Pipes of Pipes of SN8 Self Fit - 250mm dia. (WS&UGD CSR Vol-5 2023-24, Item no. 10.3.9, Page No.114&115 ).Mtr1409.041409.04160.0FalseNoneNoneFalseNoneFalse225446.40
4010938155293Nonecode06Supplying 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: Pipes of SN 8, 110mm dia. (WS&UGD CSR Vol-5 2023-24, Item no. 10.2.8, Page No.114).Mtr357.41357.4160.0FalseNoneNoneFalseNoneFalse21444.60
4010939155293Nonecode07Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments. 110 mm dia PVC BEND (WS&UGD CSR Vol-5 2023-24, Item no. 10.11.8, Page No.118).Each506.76506.7680.0FalseNoneNoneFalseNoneFalse40540.80
4010940155293Nonecode08Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting, finishing neatly by giving satisfactory hydraulic test etc.,complete For 63mm (0.075) to 315mm(0.787): (WS&UGD CSR Vol-5 2023-24, Item no. 10.5, Page No.116).m341.96341.9677.0FalseNoneNoneFalseNoneFalse26330.920
4010941155293Nonecode09Refilling 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. (PWD Vol-I SR 2023-24, Item no. 1.10, Page No.7)Cum164.8164.8135.5166FalseNoneNoneFalseNoneFalse22333.135680
4010942155293Nonecode10Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work (PWD SR Vol 3, 2023-24, Item no. 3.1, Page No.17)Cum87.5587.55111.933FalseNoneNoneFalseNoneFalse9799.734150
4010943155293Nonecode11Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (PWD SR, Vol.3, 2023-24, Item no. 16.28, Page No.149)Cum6956.626956.6224.0FalseNoneNoneFalseNoneFalse166958.880
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17264807810000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17264807810000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17264807810000NoneNoneELIGIBILITYBidders 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
17264807810000NoneNoneELIGIBILITYIt 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
17264807810000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17264807810000NoneNoneELIGIBILITYDepartment Registration DetailsNone
17264807810000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17264807810000NoneNoneELIGIBILITYList of existing commitments and ongoing workNone
17264807810000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17264807810000NoneNoneELIGIBILITYBanker DetailsNone
17264807890000NoneNoneELIGIBILITYGST will be paid at the time of bill paymentNone
17264808000000NoneNoneELIGIBILITYThe authority reserves right to accept or reject of all tenders without giving any reasonsNone
17264808960000NoneNoneELIGIBILITYThe intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-1None
17264809030000NoneNoneELIGIBILITYBIDDER SHOULD UPLOAD ALL RELEVANT TECHNICAL DOCUMENTS AS PER CONDITIONS MENTIONED IN THE TENDER DOCUMENT ATTACHEDNone
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual turnover certificate and balance sheetTrueTechnical Bid
Class IV and above KPWD Civil contractor registration certificateTrueTechnical Bid
Similar Work done 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 TECHNICALDOCUMENTS AS PER CONDITIONS MENTIONED INTHE TENDER DOCUMENT ATTACHEDFalseTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone