createdTs	None
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noticeInvitingTenderDTO	createdTs 1723179983614 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 920.00 emd 73280.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 26-08-2024 17:30:00 tenderQueryClose 23-08-2024 17:30:00 technicalBidOpen 28-08-2024 11:00:00 publishedDate 09-08-2024 15:34:51 publishedByPost TP_CO_MLPR publishedByUser KPE13923 - MALLAVVA S PATIL bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson M S TELI 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 08332286076 mobileNumber 9741493206 tenderSupplierList None
tenderSchedule	createdTs 1723179983649 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/OW/WORK_INDENT25688 title Construction of Sanitary land fill in SWM Site Ghataprabha description Construction of Sanitary land fill in SWM Site Ghataprabha category WORKS categoryText Works ecv 3664259.61 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 2516 locationName DMA Town Panchayat Mallapura provisionalAmount 4379000.0 groupOverheadTotal None fileNumber ENG/TMC/GPB/SBM/2024-25/10
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1723179984000 0 None None Other Works Construction of Sanitary land fill in SWM Site Ghataprabha 3664259.61 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3732663 138872 None 001 Clearing and Grubbing Road Land : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. ( CM SR 2023-24 P.No. 9/Vol-3/ 2.5 (ii)/A ) By Mechanical Means using Dozer, In area of light jungle 100 Sqm 412.65 412.65 8.4 False None None False None False 3466.26 0 3732664 138872 None 002 Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work Depth exceedingIn Hard Rock ( requiring blasting) Depth upto 1.50m ( CM SR 2023-24 P.No. 9/Vol-1/ 1.16.1 ) Cum 581.7 581.7 840.0 False None None False None False 488628.0 0 3732665 138872 None 003 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD SR 2023-24/ P.no. 7/1.9) Cum 279.3 279.3 420.0 False None None False None False 117306.0 0 3732666 138872 None 004 Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (WRD SR 2023-24/ P.no.7/ 1.8) Cum 497.7 497.7 1248.0 False None None False None False 621129.6 0 3732667 138872 None 005 Providing & laying 1500 Microns thick 6 m wide HDPE Geo membrane, over the synthetic clay liner having Thickness 1.5mm, Density .94g/CUM, Tensile Strength at yield 23 Nmm/ width and at break 42 Nmm/ width, Elongation at Yield 13%, Elongation at Break 700%, Tear Resistance 175 N, Puncture Resistance 490 N, Carbon Black Content 2.5 and Carbon Black dispersion at Satisfactory level. (Market Rate) Sqm 450.0 450.0 2182.0 False None None False None False 981900.0 0 3732668 138872 None 006 Geotextile - 250 gsm (CM SR 2023-24/P.No.A-39/Vol-1/36) Sqm 243.6 243.6 2182.0 False None None False None False 531535.2 0 3732669 138872 None 007 Providing and Filling in foundation with granite / trap broken metal 40mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. (derived from rate analysis) (CM SR 2023-24/P.No. A-38/Vol-1/SL No-7/ Pg.no 11/1.23) Cum 1929.9 1929.9 168.0 False None None False None False 324223.2 0 3732670 138872 None 008 Providing and Filling in foundation with granite / trap broken metal 20mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. (derived from rate analysis) (CM SR 2023-24/P.No. A-38/Vol-1/SL No-4/Pg.no 11/1.23) Cum 2112.6 2112.6 126.0 False None None False None False 266187.6 0 3732671 138872 None 009 Supplying and laying at site Factory made perforated hard HDPE subsoil drainage pipes pre-wrapped with 150 gsm Geotextile for subsoil drainage system ncludingall necessary coupling/ fittings for joints & back filling with aggregates. The pipe shall be manufactured from High Density Polyethylene HDPE). It shall be extruded into an open lattice wall structure, with 60% of the circumference consisting of open area and a 30% solid area along the invert. The product should satisfy the following parameters as below 1. Ring Stiffness as per ISO 9969: 2016 should be 0.8 kN/m2 2. Resistance to Acid with 3% HCl for 24 hrs without mass loss, change in colour, softening, cracking or spalling. 3. Resistance to Alkali with 3% KOH for 24 hrs without without mass loss, change in colour, softening, cracking or spalling.(Excavated material to be utlised in roadway at site) 110mm dia HDPE pipe(CM SR 2023-24/P.No.19/Vol-3/3.14.1 ) m 1129.8 1129.8 40.0 False None None False None False 45192.0 0 3732672 138872 None 010 Supplying and laying at site Factory made perforated hard HDPE subsoil drainage pipes pre-wrapped with 150 gsm Geotextile for subsoil drainage system ncludingall necessary coupling/ fittings for joints & back filling with aggregates. The pipe shall be manufactured from High Density Polyethylene HDPE). It shall be extruded into an open lattice wall structure, with 60% of the circumference consisting of open area and a 30% solid area along the invert. The product should satisfy the following parameters as below 1. Ring Stiffness as per ISO 9969: 2016 should be 0.8 kN/m2 2. Resistance to Acid with 3% HCl for 24 hrs without mass loss, change in colour, softening, cracking or spalling. 3. Resistance to Alkali with 3% KOH for 24 hrs without without mass loss, change in colour, softening, cracking or spalling.(Excavated material to be utlised in roadway at site) 160mm dia HDPE pipe (CM SR 2023-24/P.No.19/Vol-3/3.14.2 ) m 1415.4 1415.4 135.0 False None None False None False 191079.0 0 3732673 138872 None 011 Supplying and laying at site Factory made perforated hard HDPE subsoil drainage pipes pre-wrapped with 150 gsm Geotextile for subsoil drainage system ncludingall necessary coupling/ fittings for joints & back filling with aggregates. The pipe shall be manufactured from High Density Polyethylene HDPE). It shall be extruded into an open lattice wall structure, with 60% of the circumference consisting of open area and a 30% solid area along the invert. The product should satisfy the following parameters as below 1. Ring Stiffness as per ISO 9969: 2016 should be 0.8 kN/m2 2. Resistance to Acid with 3% HCl for 24 hrs without mass loss, change in colour, softening, cracking or spalling. 3. Resistance to Alkali with 3% KOH for 24 hrs without without mass loss, change in colour, softening, cracking or spalling.(Excavated material to be utlised in roadway at site) 200mm dia HDPE pipe (CM SR 2023-24/P.No.19/Vol-3/3.14.3 ) m 1702.05 1702.05 55.0 False None None False None False 93612.75 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1723179984000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1723179984000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1723179984000 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 1723179984000 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 1723179984000 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 Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None None None None None None Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender) None None None None None None Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year None None None None None None Total value of civl engineering works executed and payments received in the last five years (year-wise) None None None None None None List of existing commitments and ongoing works None None None None None None List of works for which tenders already submitted None None None None None None Banker Details for reference None None None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None None None None None None Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None None None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded None None None None None None Proposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached) None None None None None None Similar type of work done certificate issued by competent authority (In a single work is mandatory) value not less than 35.03 Lakhs. Tender scrutiny Committee may visit the plant and inspect/Observe the Plant operations Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Each tenderer should further demonstrate unconditional Line of credit/Banker s Certificate /Solvency Certificate facilities of not less than Rs 13.14 lakhs With name of the work and Indent Number Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Bidders should have sound financial background. The Bidders should have a turnover of minimum Rs. 43.79 Lakhs, in last three Financial Years (2019-20 to 2023-24) in similar nature of work. The Tenderer should submit turnover copy certified by Chartered Accountant. With UDIN No. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover
tenderCriterionDocumentList	documentName optional documentTypeText Unconditional L O C True Technical Bid Physical and Quantity work done Certificate True Technical Bid Nature of Work done True Technical Bid GST Certificate True Technical Bid Annual Turnover Certificate True Technical Bid License Certificate True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Other Works Belagavi Gokak Belgaum GOKAK (ST) TMC GHATAPRABHA None None None None None None
tenderAddress	None
tenderRecallDTO	None