createdTs	None
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noticeInvitingTenderDTO	createdTs 1710334881827 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 31680.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 01-04-2024 17:00:00 tenderQueryClose 20-03-2024 17:30:00 technicalBidOpen None publishedDate 15-03-2024 19:18:28 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 1710334881862 version 4 createdDate None modifiedDate None tenderNumber DMA/2023-24/OW/WORK_INDENT17461 title Construction of Road in karamarkar layout at ward no.13, dharwad. description Construction of Road in karamarkar layout at ward no.13, dharwad. category WORKS categoryText Works ecv 1500000.00 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 232934.09 fileNumber 224165
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1710334882000 0 None None Other Works Construction of Road in karamarkar layout at ward no.13, dharwad. 1267065.91 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3049105 103109 None 3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead(.PWD SR 2023-24 Vol No.03 P.No.17 SI No. 3.5 Morth specification 305.4.3) Sqm 6.3 6.3 225.0 False None None False None False 1417.5 0 3049106 103109 None 3.7 Compacting Original ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. (.PWD SR 2023-24 Vol No.03 P.No.17 SI No. 3.7 MoRT&H spec.305.3.4) Sqm 110.25 110.25 324.0 False None None False None False 35721.0 0 3049107 103109 None 1.8 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(PWD SR 2023-24 Vol No.01 P.No.07 SI No. 1.8 ) Cum 497.7 497.7 33.75 False None None False None False 16797.375 0 3049108 103109 None 4.1 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 -I Material (.PWD SR 2023-24 Vol No.03 P.No.23 SI No. 4.1 Morth specification 401A(i) Cum 2612.4 2612.4 33.75 False None None False None False 88168.5 0 3049109 103109 None 4.17 Wet Mix Macadam (Plant mix method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and pacting with vibratory roller to achieve the desired density. (.PWD SR 2023-24 Vol No.03 P.No.26 SI No. 4.17 MoRT&H spec.406A) Cum 2686.95 2686.95 43.65 False None None False None False 117285.3675 0 3049110 103109 None 5.1 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m 2 using mechanical means. (.PWD SR 2023-24 Vol No.03 P.No.31 SI No.5.1 MoRT&H spec.502A(i) Sqm 43.05 43.05 720.0 False None None False None False 30996.0 0 3049111 103109 None 5.3 Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom .PWD SR 2023-24 Vol No.03 P.No.31 SI No.5.3 MoRT&H 503(i)) Sqm 12.6 12.6 720.0 False None None False None False 9072.0 0 3049112 103109 None 5.8 Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% 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. (.PWD SR 2023-24 Vol No.03 P.No32 SI No.5.8 MoRT&H spec.504A(ii) Cum 8121.75 8121.75 36.0 False None None False None False 292383.0 0 3049113 103109 None 5.3.1 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by 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. (.PWD SR 2023-24 Vol No.03 P.No 43 SI No.5.31 MoRT&H spec.IRC-37:2018) Cum 10659.6 10659.6 18.01 False None None False None False 191979.396 0 3049114 103109 None 8.15 Road 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. (.PWD SR 2023-24 Vol No.03 P.No.67 SI No.8.15 MoRT&H spec.803) Sqm 556.5 556.5 32.0 False None None False None False 17808.0 0 3049115 103109 None 6.2 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.(PWD SR 2023-24 Vol No.02 P.No.13, Si.No.6.2 ) Cum 8376.9 8376.9 1.996 False None None False None False 16720.2924 0 3049116 103109 None 8.1.2 Providing 12 mm cement plaster with cement mortar 1:6 (1 cement: 6 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. (PWD SR 2023-24 Vol No.02 P.No.41 SI.No 8.1.2 ) Sqm 253.05 253.05 10.416 False None None False None False 2635.7688 0 3049117 103109 None 2.1.4 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 20 mm nominal size graded crushed coarse aggregates (.PWD SR 2023-24 Vol No.01 P.No.15 SI No. 2.1.4) Cum 6527.85 6527.85 0.97 False None None False None False 6332.0145 0 3049118 103109 None 16.23.1 Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 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 Medium Duty (.PWD SR 2023-24 Vol No.05 P.No.196 SI No.16.23.1) Set 2009.7 2009.7 5.0 False None None False None False 10048.5 0 3049119 103109 None 1.4.1 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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. 1.4.1 In all kinds of soils Depth upto 1.5 m (PWD SR 2023-24 Vol No.01 P.No.05 SI No. 1.4.1 ) Cum 254.1 254.1 67.5 False None None False None False 17151.75 0 3049120 103109 None 3.1 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (PWD SR 2023-24 Vol No.03 P.No.17 SI No.3.1 MoRT&H spec.301) Cum 89.25 89.25 67.5 False None None False None False 6024.375 0 3049121 103109 None 2.1.4 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 (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 6527.85 6527.85 11.25 False None None False None False 73438.3125 0 3049122 103109 None 2.4.2 Providing and laying in position 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 necessary, 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates es (PWD SR 2023-24 Vol No.01 P.No.16 SI No.2.4.2) Cum 6639.15 6639.15 29.25 False None None False None False 194195.1375 0 3049123 103109 None 2.11h 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. All other type of structures (PWD SR 2023-24 Vol No.01 P.No.18 SI No.2.11 h) Tonne 82961.55 82961.55 1.17 False None None False None False 97065.0135 0 3049124 103109 None 004 Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding for Cement Concrete Drain Walls Percentage on finished rate of concrete per m3 35% (PWD SR 2023-24 Vol No.01 P.No.111 SI No.04) Cum 2323.7 2323.7 18.0 False None None False None False 41826.6 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1710334883000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1710334883000 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 1710334883000 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 1710334883000 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 1710334883000 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. 6.33 lakhs -Usually not less than 50% estimated value of contract None 1710334883000 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 1710334883000 1 None None ELIGIBILITY The Payment for the work will be made based on availability of funds and according to Queue system None 1710334883000 1 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1710335049000 0 None None ELIGIBILITY List of existing commitments and ongoing works. None 1710335057000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1710335064000 0 None None ELIGIBILITY Banker Details for reference None 1710335071000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None 1710335078000 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 1710335087000 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 1710335096000 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 1710335121000 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 1710335129000 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 1710335135000 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 1710335140000 0 None None ELIGIBILITY Conditional tenders will not be accepted None 1710335147000 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 1710335153000 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 1710335158000 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 1710335166000 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 1710335172000 0 None None ELIGIBILITY The Employer reserves the right to reject any or all Tenders without assigning any reason or what so ever None 1710335178000 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 1710335186000 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 1710335193000 0 None None ELIGIBILITY The Department is not responsible for any delay caused in accessing the e-procurement portal None 1710335202000 0 None None ELIGIBILITY Tender validity for valid bid is 90 days None 1710335209000 0 None None ELIGIBILITY Conditional LOC (Line of Credit) are not Acceptable None 1710335217000 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 1710335224000 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 True Technical Bid Valid Contractor License Certificate issued by competent authority True Technical Bid Workdone certificate-50 percent of Similar nature of work done certificate of amount put to tender as per kw-1 True Technical Bid Line of Credit 30 percent of amount put to tender as per kw-1 True Technical Bid GST Certificate True Technical Bid Pan Card True Technical Bid Agreed to Terms and conditions as per kw-1 True Technical Bid Conditional LOC- Line of Credit are not Acceptable True Technical Bid Address proof and Contact number of a Contractor or Contact person True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None