createdTs	None
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noticeInvitingTenderDTO	createdTs 1718353613459 version 4 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy RESERVED invitingStrategyText Reserved taxType INCLUSIVE_TAX tenderFee 500.00 emd 18800.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 03-07-2024 16:00:00 tenderQueryClose 25-06-2024 11:00:00 technicalBidOpen None publishedDate 15-06-2024 11:43:50 publishedByPost DMA_EE4_CC_HD publishedByUser KPE13801 - VIJAYAKUMAR R bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Vijayakumar R 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 7795455548 mobileNumber 7795455548 tenderSupplierList None
tenderSchedule	createdTs 1718353613495 version 6 createdDate None modifiedDate None tenderNumber DMA/2024-25/WS/WORK_INDENT18153 title Regarding Construction of UGD Line and New chamber in Shivnag badave and shree Ram colony Surronding at w no-80 Hubali description Regarding Construction of UGD Line and New chamber in Shivnag badave and shree Ram colony Surronding at w no-80 Hubali category WORKS categoryText Works ecv 1493488.58 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2170 locationName DMA City Corporation Hubballi-Dharawada provisionalAmount 1500000.0 groupOverheadTotal 227820.29 fileNumber 224099
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1718353613000 0 None None Water supply/sewage lines Regarding Construction of UGD Line and New chamber in Shivnag badave and shree Ram colony Surronding at w no-80 Hubali 1265668.29 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3288820 114303 None vol-1 pg no-5 item no-1.4.1 Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m Cum 254.1 254.1 91.88 False None None False None False 23346.708 0 3288821 114303 None vol-1 p g no-15 iteam no.2.1.2 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, an all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Cum 5947.2 5947.2 13.13 False None None False None False 78086.736 0 3288822 114303 None vol-1 pg no-16 item no-2.4.2 Providing and laying in position Cement Concrete for all Sub structures ofbuilding, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications. Cum 6639.15 6639.15 37.41 False None None False None False 248370.6015 0 3288823 114303 None vol-1 pg no-111 S l .no-4 Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Cement Concrete Drain Walls 35% Cum 2323.7 2323.7 31.5 False None None False None False 73196.55 0 3288824 114303 None vol-1 pg no-18 item no-2.11 h Supplying, 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 Tonne 82961.55 82961.55 2.43 False None None False None False 201596.5665 0 3288825 114303 None vol-3 Pg no-17 iteam no-3.1 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Cum 89.25 89.25 91.88 False None None False None False 8200.29 0 3288826 114303 None vol-3 P g no-12 Iteam no-2.18 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately Bituminous course Cum 338.1 338.1 50.76 False None None False None False 17161.956 0 3288827 114303 None vol-1 pg no-10 item no-1.17.1 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 & boningrods 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 Cum 275.1 275.1 380.7 False None None False None False 104730.57 0 3288828 114303 None vol-5 p g no-187 iteam no-16.1.4 Providing, lowering, laying, jointing, testing and commissioning of GlazedStone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127with latest amendments, including conveying to work site, caulkingwith hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead,lifts and as per Technical Specifications. The cost to include the cost ofall jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing.230 mm dia. pipes Rmtr 926.1 926.1 282.0 False None None False None False 261160.2 0 3288829 114303 None vol-1 pg no-7 item no-1.10 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 Cum 168.0 168.0 380.7 False None None False None False 63957.6 0 3288830 114303 None vol-5 pg no-201 item no-16.40.1 Providing and constructing of Machinehole chambers conical in shape attop with CC 1:3:6 foundation using 40mm and down size graded metalof approved quality and with an offset of 0.15m alround the chamber andbrick masonry in C.M 1:4 plaster with bricks of approved quality andCM plaster 1:3 proportion 12mm thick inside and outside except for theconical surface outside where the thickness of plaster shall be 20 mmthick, with 1 to 6 slope in the concrete towards the central drain, finishedsmooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm anddown size including supplying and fixing SFRC Machinehole frame andcover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991with latest amendments in CC 1:2:4, supplying and fixing of plastic footsteps staggered at 30cms apart as directed, watering, curing,barricading,danger lighting, pouring tar over M.H. frame and cover, cost of tarshoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below.Constructing Table Moulded Bricks Machinehole 1.2 m internal dia.1.50 M depth & Medium duty SFRC cover & frame Each 37172.1 37172.1 5.0 False None None False None False 185860.5 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1718353615000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1718353615000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1718353615000 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 1718353615000 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 1718353615000 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 1718353625000 0 None None ELIGIBILITY Tenderers are required to read the bid documents carefully before submission of their bid None 1718353629000 0 None None ELIGIBILITY Any discrepancies observed in the documents uploaded by the tenderer the submitted tender bid shall be liable to be rejected None 1718353635000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt, orders as may be modified from time to time None 1718353642000 0 None None ELIGIBILITY The tenderer shall scan original Workdone certificates Turnover Statements and any other documents specified by the employer and attach the scanned file to the Bid. The Original Documents shall be produced for physical verification within one week from the date of Technical bid opening None 1718353647000 0 None None ELIGIBILITY The Employer reserves the right to reject any or all Tenders without assigning any reason or what so ever None 1718353654000 0 None None ELIGIBILITY If the quoted bid amount is less than the tendered amount, the difference in amount shall be remitted in the from of FDR DD Bank Guarantee in the name of Commissioner HDMC Hubli from any of the Nationalized Banks/Scheduled Banks and shall only be returned/refunded after the Completion of the Defect Liability Period None 1718353660000 0 None None ELIGIBILITY The Tenders/ Bids are invited as per Standard tender Bid Document KW1 The contractor shall attach all the requisite documents as required in the standard bid document. The Bidders shall abide as per the detailed instructions and conditions contained in standard bid document KW1 None 1718353944000 0 None None ELIGIBILITY The contractors shall collect necessary samples as required & all relevant requisite tests to be got done by the registered institution or firms with consultants with the Third Party None 1718353950000 0 None None ELIGIBILITY The contractor has to make his own arrangements for procurement of all materials required for completion of the work in all respects. The contractor shall use relevant ISI mark materials for the work and also obtain necessary quality control certificates from the authorized quality control authority None 1718353956000 0 None None ELIGIBILITY Tender application amount shall not be refundable None 1718353963000 0 None None ELIGIBILITY The contractor shall carry out the work preferably in 2 shifts to expedite and complete the work in all respects well before the stipulated time None 1718353971000 0 None None ELIGIBILITY The Department is not responsible for any delay caused in accessing the e-procurement portal None 1718353977000 0 None None ELIGIBILITY The payments for the wok will be made depending upon the availability of funds None 1718353985000 0 None None ELIGIBILITY The Defect liability Period for the work carried out is 360 days (1 years) from DATE OF COMPLETION OF WORK None 1718353992000 1 None None ELIGIBILITY Financial turnover of previous years shall be given a weight age of 10% per year to bring them to the price level of the 2024-25 None 1718353996000 0 None None ELIGIBILITY The time period for completion of the work is 3 months None 1718354003000 0 None None ELIGIBILITY The Applicable GST shall be paid separately None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Valid contractor license certificate True Technical Bid Work done certificate of any construction work 25 percent of amount put to tender True Technical Bid Line of Credit 30 percent of amount put to tender True Technical Bid Financial Turnover certificate from 2019 20 to 2023 24 obtained and certified by the Registered valid chartered Accountant with UDIN Number details True Technical Bid GST Certificate True Technical Bid PAN card True Technical Bid Reserved Category Certificate SC True Technical Bid Domicile certificate True Technical Bid Information on works for which Tenders have been submitted A Existing commitments and on going works True Technical Bid Information on works for which Tenders have been submitted B Works for which Tenders already submitted True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None