createdTs	None
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noticeInvitingTenderDTO	createdTs 1707983514376 version 5 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 6195.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 22-02-2024 17:00:00 tenderQueryClose 19-02-2024 17:30:00 technicalBidOpen None publishedDate 15-02-2024 17:05:58 publishedByPost DMA_EE6_CC_HD publishedByUser KPE11325 - ANANDKUMAR S ZALAKI bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Anandkumar S Zalaki 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 08362213838 mobileNumber 7676761667 tenderSupplierList None
tenderSchedule	createdTs 1707983514408 version 4 createdDate None modifiedDate None tenderNumber DMA/2023-24/OW/WORK_INDENT15152 title Laying of pipe line from borewell to smashan in jogellapur and construction of cistern tank in Tadsinkoppa ward no25 description Laying of pipe line from borewell to smashan in jogellapur and construction of cistern tank in Tadsinkoppa ward no25 category WORKS categoryText Works ecv 292409.35 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2170 locationName DMA City Corporation Hubballi-Dharawada provisionalAmount 294500.0 groupOverheadTotal 44604.82 fileNumber 221536
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1707983514000 0 None None Other Works Laying of pipe line from borewell to smashan in jogellapur and construction of cistern tank in Tadsinkoppa ward no25 247804.53 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2600645 81114 None v-1,1.14.1 Earth 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 ff 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 In all kinds of soils Depth upto 3 m SR 2023-24 P.No.8/1.14.1(Volume-1) Cum 107.1 107.1 89.75 False None None False None False 9612.225 0 2600646 81114 None v-3,2.8iia Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Lime /Cement Concrete By Mechanical Means Cement Concrete Grade M-15 & M-20 (PWD SR 2023-24 Vol.3 Page no.10 Item no 2.8-iiA) Cum 754.95 754.95 1.35 False None None False None False 1019.1825 0 2600647 81114 None v-3,1.1a Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum. (Tipper 5.5 m3)SR 2023-24 P.No.3/1.1a(Volume-3) Cum 141.75 141.75 91.1 False None None False None False 12913.425 0 2600648 81114 None v-5,10.1.3 Supplying 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:PVC pipes 50mm dia., 6 kg/sqcm & class 5 SR 2023-24 P.No.113/10.1.3(Volume-5) m 106.05 106.05 200.0 False None None False None False 21210.0 0 2600649 81114 None vol Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Heavy Duty GI pipe:Light Duty GI pipe of 50mm dia m 445.2 445.2 3.0 False None None False None False 1335.6 0 2600650 81114 None v-5,2.23.1 Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10: For Suilce Valve of 50mm SR 2023-24 P.No.5/2.23.1(Volume-5) Each 5811.75 5811.75 2.0 False None None False None False 11623.5 0 2600651 81114 None vol Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for 50 mm dia GI elbow Each 280.35 280.35 2.0 False None None False None False 560.7 0 2600652 81114 None vol Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 50 mm pvc tee Each 64.05 64.05 2.0 False None None False None False 128.1 0 2600653 81114 None v-1,2.1.4 Providing and laying in position plain 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 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 Providing and laying in position plain 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 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)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol No.01 P.No.15 SI No.2.1.4))Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol No.01 P.No.15 SI No.2.1.4) Cum 6014.4 6014.4 1.62 False None None False None False 9743.328 0 2600654 81114 None vol Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) Sqm 5065.2 5065.2 5.67 False None None False None False 28719.684 0 2600655 81114 None vol Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of 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 & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates Cum 6400.8 6400.8 8.04 False None None False None False 51462.432 0 2600656 81114 None vol Providing 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. Sqm 260.4 260.4 3.24 False None None False None False 843.696 0 2600657 81114 None vol Supply and Erection of 2.50 mtrs height readymade latrins/pump house/water cistern including convaying the same carefully to work spot, Loaing and unloading at both distination with all lead and lift complete (BDSR 18-19, P-233 I No16(2) 900mm to 1200mm dia single Cistren Each 23372.0 23372.0 2.0 False None None False None False 46744.0 0 2600658 81114 None vol Lowering,laying and fusion welding Jointing for HDPE Pipes Grade PE-80 / PE-100 conforming to IS 4984-2016, of specified dia. including hydrualic testing and commissioning etc.(Contractor will make his own arrangements for procuring water for testing) for:63mm dia m 57.75 57.75 60.0 False None None False None False 3465.0 0 2600659 81114 None vol Supplying 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: PVC pipes 63mm dia., 6 kg/sqcm & class 3 m 160.65 160.65 24.0 False None None False None False 3855.6 0 2600660 81114 None vol Supply 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 63 mm dia PVC BEND Pg no.138 Item no 9.5 No 182.7 182.7 4.0 False None None False None False 730.8 0 2600661 81114 None 6.5 Supply and delivery at site special moulded variety PVC couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments 63mm dia PVC couplers Pg no 137 Item no.6.5 No 47.25 47.25 6.0 False None None False None False 283.5 0 2600662 81114 None 7.5 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments63 mm dia PVC Elbows Pg no 137 Item no 7.5 No 110.25 110.25 6.0 False None None False None False 661.5 0 2600663 81114 None vol Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 63 mm dia PVC Tee No 84.0 84.0 4.0 False None None False None False 336.0 0 2600664 81114 None 406 KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 Cum 2513.79 2513.79 5.4 False None None False None False 13574.466 0 2600665 81114 None vol Providing 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, 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. Cum 5367.0 5367.0 5.4 False None None False None False 28981.8 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1707983516000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1707983516000 1 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government/Government of India/Union Territory None 1707983516000 1 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 1707983516000 1 None None ELIGIBILITY Minimum financial turnover (civil engineering construction works) not less than One times the annual payments from this contract as per KW-1 None 1707983516000 1 None None ELIGIBILITY Satisfactorily completed (at least 50% of the contract value), as prime contractor, at least one similar work is to be completed of value not less than Rs. 1.23 lakhs -Usually not less than 50% estimated value of contract None 1707983516000 1 None None ELIGIBILITY Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrification works and should have executed similar electrical works totallng (not less than 50% of electrical works) n any one year None 1707983516000 1 None None ELIGIBILITY The Payment for the work will be made based on availability of funds and according to Queue system None 1707983516000 1 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1707983705000 0 None None ELIGIBILITY List of existing commitments and ongoing works None 1707983715000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1707983723000 0 None None ELIGIBILITY Banker Details for reference None 1707983731000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None 1707983740000 0 None None ELIGIBILITY Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years None 1707983749000 0 None None ELIGIBILITY Qualification 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 awarded None 1707983759000 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 1707983767000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1707983776000 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 1707983784000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder None 1707983791000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1707983797000 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 1707983803000 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 1707983813000 0 None None ELIGIBILITY As per Karnataka state Government order No.LD/300/LET/2006 Banglore Dated 01-01-2007 and Government Letter No PW/134/BMS/2007 Dated 27-7-2007, a sum amounting to 1% of the bill amount will be deducted towards construction Labour welfare fund None 1707983822000 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 1707983830000 0 None None ELIGIBILITY The Employer reserves the right to reject any or all Tenders without assigning any reason or what so ever None 1707983838000 0 None None ELIGIBILITY The earnest money deposit will be forfeited if the documents submitted by the tenderer found to be misleading/forged or fake/Taken back None 1707983845000 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 1707983856000 0 None None ELIGIBILITY The Department is not responsible for any delay caused in accessing the e-procurement portal None 1707983862000 0 None None ELIGIBILITY Tender validity for valid bid is 90 days None 1707983869000 0 None None ELIGIBILITY Conditional LOC (Line of Credit) are not Acceptable None 1707983877000 0 None None ELIGIBILITY The Tenders/ Bids are invited as per Standard tender Bid Document KW-1: 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 KW-1 None 1707983885000 0 None None ELIGIBILITY For unbalanced Tender if the rate quoted by bidder is less than the estimated amount, the additional security for difference in amount should be submitted. in the form of deposit None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Financial Turnover Certificate From 2018-19 to 2022-23 as per kw-1 With UDIN Number with Profit and Loss statement False Technical Bid Valid Contractor License Certificate issued by competent authority False Technical Bid Workdone certificate-50 percent of Similar nature of work done certificate of amount put to tender as per kw-1 False Technical Bid Line of Credit 30 percent of amount put to tender as per kw-1 False Technical Bid GST Certificate False Technical Bid Pan Card False Technical Bid Agreed to Terms and conditions as per kw-1 False Technical Bid Conditional LOC- Line of Credit are not Acceptable False Technical Bid Address proof and Contact number of a Contractor or Contact person False Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Other Works None None None None Jogellapur And Tadsinkoppa ward no 25 None None None None None None
tenderAddress	None
tenderRecallDTO	None