createdTs	None
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noticeInvitingTenderDTO	createdTs 1721469747097 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 33750.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 19-08-2024 17:00:00 tenderQueryClose 19-08-2024 16:30:00 technicalBidOpen None publishedDate 03-08-2024 12:16:59 publishedByPost TMC_CO_SED publishedByUser KPE20600 - SHARANAYYA bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson SAMPATH KUMAR 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 9611688976 tenderSupplierList None
tenderSchedule	createdTs 1721469747135 version 6 createdDate None modifiedDate None tenderNumber DMA/2024-25/RD/WORK_INDENT21533 title Construction of CC Pavement from Shankrappa House to Gurupadappa House Lal Bahaddur Shashtri Nagar at ward no 18 in sedam town 2.Construction of CC Pavement from Near Kodla Cross Govt School Continuation work at ward no 19 in sedam town 3.Construction of CC Pavement from Labours Colony Continuation work at ward no 20 in sedam town description Construction of CC Pavement from Shankrappa House to Gurupadappa House Lal Bahaddur Shashtri Nagar at ward no 18 in sedam town 2.Construction of CC Pavement from Near Kodla Cross Govt School Continuation work at ward no 19 in sedam town 3.Construction of CC Pavement from Labours Colony Continuation work at ward no 20 in sedam town category WORKS categoryText Works ecv 1129010.50 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2310 locationName DMA Town Municipal Council Sedam provisionalAmount 1350000.0 groupOverheadTotal None fileNumber TMC/SEDAM/15THFC/2024-25/P-3
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1721469747000 0 None None Roads Construction of CC Pavement from Shankrappa House to Gurupadappa House Lal Bahaddur Shashtri Nagar at ward no 18 in sedam town 376736.76 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3565310 129300 None code01 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off 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 appurtenances required to complete the work. PWD SR 2023-24 Volume-I Page.No-08 Item No 1.12 Cum 99.75 99.75 86.39 False None None False None False 8617.4025 0 3565311 129300 None code02 Quarry spalls, KSRRB M-100-1 Loading and Unloading of Stone Boulder / Stone aggregate / Sand/ Kanker / Moorum. Cum 309.86 309.86 28.35 False None None False None False 8784.531 0 3565312 129300 None code03 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 Volume-III Pg. No. 17 It. No. 3.7 Cum 110.25 110.25 18.9 False None None False None False 2083.725 0 3565313 129300 None code04 Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, trnsporting to site, spreading, grading to required slope and copacted to meet requirement of table No. 300-2 - PWD SR 2021-22 Volume - III Pg. No.17 It. No. 3.6 Cum 517.65 517.65 44.55 False None None False None False 23061.3075 0 3565314 129300 None code05 Construction of Granular sub base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per specifications clause (Grading II Material) - PWD SR Volume III 2023-24 Pg. No. 23 It. No. 4.2 (V) Cum 2476.95 2476.95 18.9 False None None False None False 46814.355 0 3565315 129300 None code06 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. - PWD SR 2023-24 Pg. No. 49 Volume-III It. No. 6.1 Cum 5166.0 5166.0 18.9 False None None False None False 97637.4 0 3565316 129300 None code07 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 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, 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.PWD SR 2023-24 Volume - III Pg. No.51 It. No. 16.27 Cum 6692.7 6692.7 28.35 False None None False None False 189738.045 0 1721469747000 0 None None Roads 2 Construction of CC Pavement from Near Kodla Cross Govt School Continuation work at ward no 19 in sedam town 376136.87 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3565317 129301 None code01 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off 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 appurtenances required to complete the work. PWD SR 2023-24 Volume-I Page.No-08 Item No 1.12 Cum 99.75 99.75 97.19 False None None False None False 9694.7025 0 3565318 129301 None code02 Quarry spalls, KSRRB M-100-1 Loading and Unloading of Stone Boulder / Stone aggregate / Sand/ Kanker / Moorum. Cum 309.86 309.86 28.35 False None None False None False 8784.531 0 3565319 129301 None code03 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 Volume-III Pg. No. 17 It. No. 3.7 Cum 110.25 110.25 18.9 False None None False None False 2083.725 0 3565320 129301 None code04 Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, trnsporting to site, spreading, grading to required slope and copacted to meet requirement of table No. 300-2 - PWD SR 2021-22 Volume - III Pg. No.17 It. No. 3.6 Cum 517.65 517.65 41.31 False None None False None False 21384.1215 0 3565321 129301 None code05 Construction of Granular sub base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per specifications clause (Grading II Material) - PWD SR Volume III 2023-24 Pg. No. 23 It. No. 4.2 (V) Cum 2476.95 2476.95 18.9 False None None False None False 46814.355 0 3565322 129301 None code06 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. - PWD SR 2023-24 Pg. No. 49 Volume-III It. No. 6.1 Cum 5166.0 5166.0 18.9 False None None False None False 97637.4 0 3565323 129301 None code07 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 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, 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.PWD SR 2023-24 Volume - III Pg. No.51 It. No. 16.27 Cum 6692.7 6692.7 28.35 False None None False None False 189738.045 0 1721469747000 0 None None Roads 3 Construction of CC Pavement from Labours Colony Continuation work at ward no 20 in sedam town 376136.87 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3565324 129302 None code01 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off 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 appurtenances required to complete the work. PWD SR 2023-24 Volume-I Page.No-08 Item No 1.12 Cum 99.75 99.75 97.19 False None None False None False 9694.7025 0 3565325 129302 None code02 Quarry spalls, KSRRB M-100-1 Loading and Unloading of Stone Boulder / Stone aggregate / Sand/ Kanker / Moorum. Cum 309.86 309.86 28.35 False None None False None False 8784.531 0 3565326 129302 None code03 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 Volume-III Pg. No. 17 It. No. 3.7 Cum 110.25 110.25 18.9 False None None False None False 2083.725 0 3565327 129302 None code04 Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, trnsporting to site, spreading, grading to required slope and copacted to meet requirement of table No. 300-2 - PWD SR 2021-22 Volume - III Pg. No.17 It. No. 3.6 Cum 517.65 517.65 41.31 False None None False None False 21384.1215 0 3565328 129302 None code05 Construction of Granular sub base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per specifications clause (Grading II Material) - PWD SR Volume III 2023-24 Pg. No. 23 It. No. 4.2 (V) Cum 2476.95 2476.95 18.9 False None None False None False 46814.355 0 3565329 129302 None code06 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. - PWD SR 2023-24 Pg. No. 49 Volume-III It. No. 6.1 Cum 5166.0 5166.0 18.9 False None None False None False 97637.4 0 3565330 129302 None code07 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 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, 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.PWD SR 2023-24 Volume - III Pg. No.51 It. No. 16.27 Cum 6692.7 6692.7 28.35 False None None False None False 189738.045 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1721469748000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1721469748000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1721469748000 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 1721469748000 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 1721469748000 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 1721469748000 0 None None ELIGIBILITY Department Registration Details None 1721469748000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1721469748000 0 None None ELIGIBILITY List of existing commitments and ongoing work None 1721469748000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1721469748000 0 None None ELIGIBILITY Banker Details None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Eligible PWD Registered Contractor Certificate True Technical Bid Similar nature of Work done certificate achieved at least 50 Percent of Estimated cost Rs. 6.75 lakhs and it should be certified by the not less than the rank of executive engineer within the period of year 2019-20 to 2023-24 True Technical Bid Last Three Years IT Returns Certificate True Technical Bid Last Five Years Annual Turnover Certificate Achieved in At least Two financial years an average annual turnover for the amount estimate cost Rs. 13.50 lakhs True Technical Bid Unconditional line of credit certificate from any Nationalized or Scheduled bank of 30 percent of the estimated value Rs. 4.05 lakhs True Technical Bid GST Registration certificate and Pan card True Technical Bid The contractor should submit only the prescribed documents related to the tender conditions only Bidder should not upload unwanted documents such cases will not be considered True Technical Bid All Others Conditional will apply as per uploaded tender documents True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Kalaburagi Sedam Gulbarga SEDAM Sedam Town None None None None None None Roads Kalaburagi Sedam Gulbarga SEDAM Sedam Town None None None None None None Roads Kalaburagi Sedam Gulbarga SEDAM Sedam Town None None None None None None
tenderAddress	None
tenderRecallDTO	None