createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1723532733951 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy RESERVED invitingStrategyText Reserved taxType INCLUSIVE_TAX tenderFee 500.00 emd 20038.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 04-09-2024 16:30:00 tenderQueryClose 03-09-2024 16:30:00 technicalBidOpen 05-09-2024 17:00:00 publishedDate 13-08-2024 16:39:06 publishedByPost TP_CO_KDG publishedByUser KPE18907 - MAREAPPA K MUGALI bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson MAREPPA K MUGALI splitEmdRequiredYn False emdBankGuarantee None emdCash None bgValidityPeriod None hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed None highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08391220049 mobileNumber 8105691116 tenderSupplierList None
tenderSchedule	createdTs 1723532733983 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/RD/WORK_INDENT25011 title Construction of CC Road in ward no 12 mariyamma House to koteppa house, mechanic veerabadrappa house to pacchi shreenivasa house, ward no 15 chikkanakatte hampakka house to Petevasavesvara temple, in ward 20 tata S Nagaraj House to Lakshman naik house, in ward no 2 govt hospital behind juber house near, in ward no 8 banakara gurusiddappa house to hansi shivanna house and in ward no 11 shetru kaalamma house to hosapete road description Construction of CC Road in ward no 12 mariyamma House to koteppa house, mechanic veerabadrappa house to pacchi shreenivasa house, ward no 15 chikkanakatte hampakka house to Petevasavesvara temple, in ward 20 tata S Nagaraj House to Lakshman naik house, in ward no 2 govt hospital behind juber house near, in ward no 8 banakara gurusiddappa house to hansi shivanna house and in ward no 11 shetru kaalamma house to hosapete road category WORKS categoryText Works ecv 1589691.91 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2482 locationName DMA Town Panchayat Kudligi provisionalAmount 1603000.0 groupOverheadTotal None fileNumber 111/TPKDL/SFC/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1723532734000 0 None None Roads Construction of CC Road in ward no 12 mariyamma House to koteppa house, mechanic veerabadrappa house to pacchi shreenivasa house, ward no 15 chikkanakatte hampakka house to Petevasavesvara temple, in ward 20 tata S Nagaraj House to Lakshman naik house, in ward no 2 govt hospital behind juber house near, in ward no 8 banakara gurusiddappa house to hansi shivanna house and in ward no 11 shetru kaalamma house to hosapete road 1589691.91 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3764594 141646 None item_code1 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 130.09 130.09 24.0 False None None False None False 3122.16 0 3764595 141646 None item_code2 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 610.83 610.83 24.0 False None None False None False 14659.92 0 3764596 141646 None item_code3 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 3170.6 3170.6 24.0 False None None False None False 76094.4 0 3764597 141646 None item_code4 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. Cum 7897.4 7897.4 16.0 False None None False None False 126358.4 0 3764598 141646 None item_code5 Repairs Of Existing Chamber 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 Heavy Duty Each 3176.8 3176.8 2.0 False None None False None False 6353.6 0 3764599 141646 None item_code6 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 Sqm 7.43 7.43 167.0 False None None False None False 1240.81 0 3764600 141646 None item_code7 Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Sqm 61.95 61.95 167.0 False None None False None False 10345.65 0 3764601 141646 None item_code8 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 130.09 130.09 25.05 False None None False None False 3258.7545 0 3764602 141646 None item_code9 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 610.83 610.83 25.05 False None None False None False 15301.2915 0 3764603 141646 None item_code10 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 3170.6 3170.6 16.7 False None None False None False 52949.02 0 3764604 141646 None item_code11 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. Cum 7897.4 7897.4 16.7 False None None False None False 131886.58 0 3764605 141646 None item_code12 Repairs Of Existing Chamber 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 Heavy Duty Each 3176.8 3176.8 3.0 False None None False None False 9530.4 0 3764606 141646 None item_code13 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. Cum 7897.4 7897.4 26.8025 False None None False None False 211670.0635 0 3764607 141646 None item_code14 Repairs Of Existing Chamber 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 Heavy Duty Each 3176.8 3176.8 5.0 False None None False None False 15884.0 0 3764608 141646 None item_code15 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. Cum 7897.4 7897.4 23.55 False None None False None False 185983.77 0 3764609 141646 None item_code16 Repairs Of Existing Chamber 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 Heavy Duty Each 3176.8 3176.8 13.0 False None None False None False 41298.4 0 3764610 141646 None item_code17 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. Cum 7897.4 7897.4 24.0 False None None False None False 189537.6 0 3764611 141646 None item_code18 Repairs Of Existing Chamber 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 Heavy Duty Each 3176.8 3176.8 12.0 False None None False None False 38121.6 0 3764612 141646 None item_code19 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. Cum 7897.4 7897.4 25.2 False None None False None False 199014.48 0 3764613 141646 None item_code20 Repairs Of Existing Chamber 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 Heavy Duty Each 3176.8 3176.8 9.0 False None None False None False 28591.2 0 3764614 141646 None item_code21 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 130.09 130.09 22.88 False None None False None False 2976.4592 0 3764615 141646 None item_code22 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 610.83 610.83 22.88 False None None False None False 13975.7904 0 3764616 141646 None item_code23 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 3170.6 3170.6 22.88 False None None False None False 72543.328 0 3764617 141646 None item_code24 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. Cum 7897.4 7897.4 17.6 False None None False None False 138994.24 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1723532735000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1723532735000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1723532735000 1 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Scheduled Tribe reserved category as prescribed in the tender document. None 1723532735000 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 1723532735000 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
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None To qualify for award of this contract each tenderer in its name should have in the last five years in any one year Satisfactorily completed as prime contractor at least one any type of Civil engineering work such as of value not less than Rs 4.00 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Valid PWD Contractor Registration Certificate Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Valid GST Registration Certificate Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None GST Registration None None None None To qualify for award of this contract each tenderer in its name should have in the last five years i.e,2019-20 to 2023-24 achieved in at least Any One financial year a minimum financial turnover of Rs 16.03 Lakhs Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid assets and or availability of credit facilities of no less than Rs 4.81 Lakhs Credit lines/ letters of credit/ certificates from banks for meeting the fund requirement etc. (Banker Certificate is in prescribed format provided in bid document) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Tribe (ST) reserved category as prescribed in the tender document. Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- Others None None None None Upload all other documents as per Bid Document and Technical Criteria conditions Others Others createdTs version createdDate modifiedDate documentName None None None None Others -- Others
tenderCriterionDocumentList	documentName optional documentTypeText Upload all other documents as per Bid Document and Technical Criteria conditions True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Roads Vijayanagara Kudligi Bellary KUDLIGI WARD NO 12, 15,20,2, 8 AND 11 None None None None None None
tenderAddress	None
tenderRecallDTO	None