createdTs	None
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noticeInvitingTenderDTO	createdTs 1721469331570 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 34875.00 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 12:17:56 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 1721469331605 version 6 createdDate None modifiedDate None tenderNumber DMA/2024-25/RD/WORK_INDENT21532 title Construction of CC Pavement from Ayub Khan House to Hotel Behind Bustand at ward no 15 in sedam town 2.Construction of CC Pavement from Kashinath house to Hyder house at ward no 16 in sedam town 3.Construction of CC Pavement at Kalaburagi Road Area Continuation work ward no 17 in sedam town description Construction of CC Pavement from Ayub Khan House to Hotel Behind Bustand at ward no 15 in sedam town 2.Construction of CC Pavement from Kashinath house to Hyder house at ward no 16 in sedam town 3.Construction of CC Pavement at Kalaburagi Road Area Continuation work ward no 17 in sedam town category WORKS categoryText Works ecv 1166110.56 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2310 locationName DMA Town Municipal Council Sedam provisionalAmount 1395000.0 groupOverheadTotal None fileNumber TMC/SEDAM/15THFC/2024-25/P-2
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1721469332000 0 None None Roads Construction of CC Pavement from Ayub Khan House to Hotel Behind Bustand at ward no 15 in sedam town 413465.34 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3565277 129295 None code01 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 14.0 False None None False None False 1543.5 0 3565278 129295 None code02 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 45.5 False None None False None False 23553.075 0 3565279 129295 None code03 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 24.5 False None None False None False 60685.275 0 3565280 129295 None code04 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 47.25 False None None False None False 316230.075 0 3565281 129295 None code05 Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. WATER BOARD AND UGD SR VOL-V Page.No- 191 Item.No- 16.9 Nos 5726.7 5726.7 2.0 False None None False None False 11453.4 0 1721469332000 0 None None Roads Construction of CC Pavement from Kashinath house to Hyder house at ward no 16 in sedam town 376129.66 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3565282 129296 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 90.0 False None None False None False 8977.5 0 3565283 129296 None code02 Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. RCC NP3 Class pipe of 600 mm dia WATER BOARD AND UGD SR 2023-24 Volume-V Page.No-188 Item No 16.3.7 Mtr 3297.0 3297.0 5.0 False None None False None False 16485.0 0 3565284 129296 None code03 Quarry spalls, KSRRB M-100-1 Loading and Unloading of Stone Boulder / Stone aggregate / Sand/ Kanker / Moorum. Cum 309.86 309.86 35.0 False None None False None False 10845.1 0 3565285 129296 None code04 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 30.0 False None None False None False 3307.5 0 3565286 129296 None code05 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 41.25 False None None False None False 21353.0625 0 3565287 129296 None code06 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 17.5 False None None False None False 43346.625 0 3565288 129296 None code07 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 17.5 False None None False None False 90405.0 0 3565289 129296 None code08 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 26.25 False None None False None False 175683.375 0 3565290 129296 None code09 Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. WATER BOARD AND UGD SR VOL-V Page.No- 191 Item.No- 16.9 Nos 5726.5 5726.5 1.0 False None None False None False 5726.5 0 1721469332000 0 None None Roads Construction of CC Pavement at Kalaburagi Road Area Continuation work ward no 17 in sedam town 376515.56 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3565291 129297 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 99.75 115.425 False None None False None False 11513.64375 0 3565292 129297 None code02 Quarry spalls, KSRRB M-100-1 Loading and Unloading of Stone Boulder / Stone aggregate / Sand/ Kanker / Moorum. Cum 309.86 309.86 29.925 False None None False None False 9272.5605 0 3565293 129297 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 39.9 False None None False None False 4398.975 0 3565294 129297 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 47.025 False None None False None False 24342.49125 0 3565295 129297 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 19.95 False None None False None False 49415.1525 0 3565296 129297 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 14.962 False None None False None False 77293.692 0 3565297 129297 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 29.925 False None None False None False 200279.0475 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1721469332000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1721469332000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1721469332000 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 1721469332000 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 1721469332000 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 1721469332000 0 None None ELIGIBILITY Department Registration Details None 1721469332000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1721469332000 0 None None ELIGIBILITY List of existing commitments and ongoing work None 1721469332000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1721469332000 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. 6.87 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. 13.95 lakhs True Technical Bid Unconditional line of credit certificate from any Nationalized or Scheduled bank of 30 percent of the estimated value Rs. 4.12 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
tenderAddress	None
tenderRecallDTO	None