createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1723536425468 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 500.00 emd 5725.00 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 16:27:03 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 False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08391220049 mobileNumber 8105691116 tenderSupplierList None
tenderSchedule	createdTs 1723536425500 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/RD/WORK_INDENT25006 title Construction of CC ROAD and RCC Drain in ward number 7 from Poojaari choudappa House to Dombara Venkatesh House description Construction of CC ROAD and RCC Drain in ward number 7 from Poojaari choudappa House to Dombara Venkatesh House at Kudligi Town Limits category WORKS categoryText Works ecv 227386.58 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 2482 locationName DMA Town Panchayat Kudligi provisionalAmount 229000.0 groupOverheadTotal None fileNumber 126/TPKDL/SFC/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1723536426000 0 None None Roads Construction of CC ROAD and RCC Drain in ward number 7 from Poojaari choudappa House to Dombara Venkatesh House 227386.58 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3765979 141759 None item_code1 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 4.935 False None None False None False 15646.911 0 3765980 141759 None item_code2 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 7897.38 7897.38 4.935 False None None False None False 38973.5703 0 3765981 141759 None item_code3 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 3176.79 3176.79 2.0 False None None False None False 6353.58 0 3765982 141759 None item_code4 Dismantling of Cement Concrete Pavement: Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately Cum 697.55 697.55 7.4025 False None None False None False 5163.613875 0 3765983 141759 None item_code5 Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for: Pipes of SN4, 160mm dia m 713.66 713.66 28.0 False None None False None False 19982.48 0 3765984 141759 None item_code6 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m Cum 599.67 599.67 6.48 False None None False None False 3885.8616 0 3765985 141759 None item_code7 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 198.24 198.24 6.48 False None None False None False 1284.5952 0 3765986 141759 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 24.86 False None None False None False 3234.0374 0 3765987 141759 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 610.82 610.82 8.29 False None None False None False 5063.6978 0 3765988 141759 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 8.29 False None None False None False 26284.274 0 3765989 141759 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 7897.38 7897.38 8.29 False None None False None False 65469.2802 0 3765990 141759 None item_code12 Dismantling of Structures: Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. 1) Lime /Cement Concrete (ii) By Mechanical Means (a) Cement Concrete Grade M-15 & M-20 Cum 890.84 890.84 1.62 False None None False None False 1443.1608 0 3765991 141759 None item_code13 Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately). Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 7017.69 7017.69 0.4875 False None None False None False 3421.123875 0 3765992 141759 None item_code14 Steel Fabrication - 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 Tonne 97894.63 97894.63 0.11 False None None False None False 10768.4093 0 3765993 141759 None item_code15 Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Additionalities for Formwork, Centering & Scaffolding- Percentage on finished rate of concrete per m - Culverts (Head walls) Cum 10576.16 10576.16 1.93 False None None False None False 20411.9888 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1723536446000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1723536446000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1723536446000 1 None None ELIGIBILITY Not Applicable None 1723536446000 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 1723536446000 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 Similar work such as of value not less than Rs 1.15 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 Two financial year an Average minimum financial turnover of Rs 2.29 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 .69 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 Upload all other documents as per Bid Document and Technical Criteria conditions Others Upload all other documents as per Bid Document and Technical Criteria conditions 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 7TH WARD KUDLIGI TOWN LIMIT None None None None None None
tenderAddress	None
tenderRecallDTO	None