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noticeInvitingTenderDTO	createdTs 1709808153013 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 21250.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 14-03-2024 16:30:00 tenderQueryClose 12-03-2024 16:30:00 technicalBidOpen None publishedDate 07-03-2024 16:29:44 publishedByPost DMA_EE2_CC_TUM publishedByUser KPE13729 - VINAY KUMAR B G bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson VINAYAK 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 7483611310 tenderSupplierList None
tenderSchedule	createdTs 1709808153048 version 4 createdDate None modifiedDate None tenderNumber DMA/2023-24/RD/WORK_INDENT17155 title CONSTRUCTION OF CC ROAD NEAR PLAGUEAMMA TEMPLE, ARILIMARADA PALYA WARD NO 3 TUMAKURU CITY CORPORATION LIMITS. description CONSTRUCTION OF CC ROAD NEAR PLAGUEAMMA TEMPLE, ARILIMARADA PALYA WARD NO 3 TUMAKURU CITY CORPORATION LIMITS. category WORKS categoryText Works ecv 714985.37 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2167 locationName DMA City Corporation Tumakuru provisionalAmount 850000.0 groupOverheadTotal None fileNumber TCC/CIVIL/20/4/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709808153000 0 None None Roads CONSTRUCTION OF CC ROAD NEAR PLAGUEAMMA TEMPLE, ARILIMARADA PALYA WARD NO 3 TUMAKURU CITY CORPORATION LIMITS. 714985.37 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2960601 97868 None code01 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. Cum 110.25 110.25 68.0 False None None False None False 7497.0 0 2960602 97868 None code02 Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator Sqm 5.25 5.25 680.0 False None None False None False 3570.0 0 2960603 97868 None code03 Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Cum 517.65 517.65 17.0 False None None False None False 8800.05 0 2960604 97868 None code04 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 compacting with vibratory roller to achieve the desired density. Cum 2686.95 2686.95 68.0 False None None False None False 182712.6 0 2960605 97868 None code05 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/m2 using mechanical means. Sqm 43.05 43.05 680.0 False None None False None False 29274.0 0 2960606 97868 None code06 Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 3.3 by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Cum 7835.1 7835.1 34.0 False None None False None False 266393.4 0 2960607 97868 None code07 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 Sqm 12.6 12.6 680.0 False None None False None False 8568.0 0 2960608 97868 None code08 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 at 5percent 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. Cum 10659.6 10659.6 17.0 False None None False None False 181213.2 0 2960609 97868 None code09 Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 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. Cum 8631.0 8631.0 1.6 False None None False None False 13809.6 0 2960610 97868 None code10 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. Cum 6639.15 6639.15 1.6 False None None False None False 10622.64 0 2960611 97868 None code11 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry 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 267.75 267.75 9.43 False None None False None False 2524.8825 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709808156000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709808156000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1709808156000 1 None None ELIGIBILITY CONDITION as prescribed in the tender document. None 1709808156000 0 None None ELIGIBILITY Department Registration Details None 1709808156000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1709808156000 0 None None ELIGIBILITY List of existing commitments and ongoing work None 1709808156000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1709808156000 0 None None ELIGIBILITY Banker Details None
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tenderCriterionDocumentList	documentName optional documentTypeText CONTRACTOR SHOULD HAVE CLASS III OR ABOVE PWD CIVIL LICENCE True Technical Bid
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