createdTs	None
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noticeInvitingTenderDTO	createdTs 1720007225709 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 23750.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 18-07-2024 17:00:00 tenderQueryClose 16-07-2024 17:00:00 technicalBidOpen 19-07-2024 17:01:01 publishedDate 04-07-2024 16:58:18 publishedByPost CMC_MCOM_UDP publishedByUser KPE15327 - RAYAPPA bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson DURGAPRASAD splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber None mobileNumber 9741943666 tenderSupplierList None
tenderSchedule	createdTs 1720007225737 version 6 createdDate None modifiedDate None tenderNumber DMA/2024-25/OW/WORK_INDENT19442 title Replacement of UGD pipe line and Construction of chamber maruthi vithika road in Thenkapete ward description Replacement of UGD pipe line and Construction of chamber maruthi vithika road in Thenkapete ward category WORKS categoryText Works ecv 948900.37 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2411 locationName DMA City Municipal Council Udupi provisionalAmount 950000.0 groupOverheadTotal 144747.51 fileNumber UCMC/CR/B4/CR/01/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1720007226000 0 None None Other Works Replacement of UGD pipe line and Construction of chamber maruthi vithika road in Thenkapete ward 804152.86 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3445151 122335 None code01 Cutting Asphalt /Concrete road surface using machine cutter for leakagepit with earth work excavation in all classifications of soil including alllead and lifts bailing out water with pumps lighting etc., as per requirement and disposing of the excavated stuff as directed. After attending the leak, refilling the trench for 30 cm depthquarry dust above and around pipelines and balance with available earthin layers not exceeding 20 cms in depth, compacting Each deposited layerby ramming including watering and consolidation by mechanical meansapproved by Engineer Incharge. (Work to be carried out as per leak repair manual and the rate includes hire charges of dewatering Pump, tractor,Jeep with all kinds of Labour in a Complete manner). (page no. 63 Si no.3.3 KUWS&DB 2023-24) Cum 1295.84 1295.84 16.0 False None None False None False 20733.44 0 3445152 122335 None code02 Earth 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.(Pg 10, Item No. 1.17.1 Vol I PWDSR 2023-24) All kinds of soils. Depth upto 1.50 m Cum 293.44 293.44 223.27 False None None False None False 65516.3488 0 3445153 122335 None code03 Earth 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.(Pg 10, Item No. 1.17.2 Vol I PWDSR 2023-24) Depth exceeding 1.5 m, but not exceeding 3 m Cum 370.72 370.72 119.08 False None None False None False 44145.3376 0 3445154 122335 None code04 Providing UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013with latest amendments ended with integral sockets with ISI mark andconveying to worksite, rolling and lowering into trenches, laying true toline and level and perfect linking at joints, testing and commissioning,including loading and unloading at both destinations and cuts of pipeswherever 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. complete. for:.Pipes of SN8 Self Fit - 250mm dia.. ( (page no. 115 Si no.10.3.9, KUWS&DB 2023-24 ) Mtr 1532.16 1532.16 80.0 False None None False None False 122572.8 0 3445155 122335 None code05 Providing 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 (Pg 15, Item No. 2.1.3 Vol I PWDSR 2023-24) Cum 6707.68 6707.68 2.9 False None None False None False 19452.272 0 3445156 122335 None code06 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding 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 Sl. No.3.7, 406 P.No. 16/CSR 2021-22 VOL-3 Tonne 96804.96 96804.96 0.7 False None None False None False 67763.472 0 3445157 122335 None code07 Providing and laying in Cement Concrete for all Basement & surface levelworks, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevantIS Codes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, including alllead & lifts, cost of all materials of quality, labour, Usage charges of machinery,curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Page no 16, item no2.3.1 , UNI SR 2023-24) Cum 12038.99 12038.99 7.22 False None None False None False 86921.5078 0 3445158 122335 None code08 Supplying and fixing SFRC frame and cover conforming to IS 12592 1988 and IS 125921991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete CSR 2023-24 Item no. 16.23.2 of page no. 196) vol-v , Heavy Duty No 2871.68 2871.68 3.0 False None None False None False 8615.04 0 3445159 122335 None code09 Supplying, filling, spreading &leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge Sl. No.17.3, 406 P.No. 175/CSR 2023-24 VOL-3 Cum 1335.04 1335.04 54.0 False None None False None False 72092.16 0 3445160 122335 None code10 Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof 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 Sl. No.4.17, 406 P.No. 31/CSR 2023-24 VOL-3 Cum 2866.08 2866.08 36.0 False None None False None False 103178.88 0 3445161 122335 None code11 Refilling 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 (Pg 7, Item No. 1.10 Vol I PWDSR 2023-24) Cum 176.0 176.0 180.0 False None None False None False 31680.0 0 3445162 122335 None code12 Providing and applying primer coat with SS1 grade BitumenEmulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70 kg using mechanical means.Sl. No.5.1-502 P.No. 29/CSR 2021-22 VOL-3 Sl. No.5.1-502 P.No. 31/CSR 2023-24 VOL-3 Sqm 45.92 45.92 200.0 False None None False None False 9184.0 0 3445163 122335 None code13 Providing and applying primer coat with SS1 grade BituminousEmulsion on prepared surface of granular Base including cleaningwith mechanical Broom of road surface and spraying primer at the rate of 0.90 kg using mechanical means Sl. No.5.2-502 P.No. 31/CSR 2023-24 VOL-3 Sqm 59.36 59.36 200.0 False None None False None False 11872.0 0 3445164 122335 None code14 Providing and laying Bituminous Macadam with 40/60 tphcapacity hot mix plant using crushed aggregates of specifiedgrading premixed with bituminous binder 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 P.NO32,SL.NO.5.6C, 504(i) C CSR 2023-24 vol-3 Cum 8357.44 8357.44 10.0 False None None False None False 83574.4 0 3445165 122335 None code15 Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates of specified grading premixed with bituminous binderby 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. P.G.NO43, SL.NO.5.31 21-A CSR 2023-24 vol-3 , IRC-37: 2018 Cum 11370.24 11370.24 5.0 False None None False None False 56851.2 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1720079634000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1720079634000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1720079634000 0 None None ELIGIBILITY Bidders 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 1720079634000 0 None None ELIGIBILITY It 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 1720079634000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Department Registration Details None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing work None None None None None None List of works for which tenders already submitted None None None None None None Banker Details None None None None None None achieved in at least two financial years an average annual financial turnover (in all classes of civil engineering construction works only) of 19.00 Lakh Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Satisfactory completed, as prime contractor, at least one similar work to an extent of 50% of the cost of the work such Replacement of UGD work value not less than Rs 4.75 Lakh Financial Status None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate False Technical Bid Contractor Registration Certificate True Technical Bid Similar work done Certificate True Technical Bid ESI and EPF registration certificate True Technical Bid Payment made towards workers ESI &EPF challan up to till month True Technical Bid Unbalanced tender difference amount in the form of FDR-100 percentage-excluding 10 percentage True Technical Bid GST registration certificate True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None