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noticeInvitingTenderDTO	createdTs 1723276566702 version 2 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 610.00 emd 48060.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 02-09-2024 17:30:00 tenderQueryClose 31-08-2024 17:30:00 technicalBidOpen None publishedDate 14-08-2024 16:11:13 publishedByPost TP_CO_KLL publishedByUser KPE16890 - PARASHURAM B DEVAMANE 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 08332284636 mobileNumber 9741493206 tenderSupplierList None
tenderSchedule	createdTs 1723276566732 version 4 createdDate None modifiedDate None tenderNumber DMA/2024-25/OW/WORK_INDENT25936 title Construction of Sanitary land fill in SWM Site Kallolli description Construction of Sanitary land fill in SWM Site Kallolli category WORKS categoryText Works ecv 2402598.34 deptName Directorate of Municipal Administration status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 2510 locationName DMA Town Panchayat Kalloli provisionalAmount 2862000.0 groupOverheadTotal None fileNumber ENG/TP/KLL/SBM2/2024-25/08
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1723276567000 0 None None Other Works Construction of Sanitary land fill in SWM Site Kallolli 2402598.34 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3744069 139850 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 7.84 False None None False None False 3235.176 0 3744070 139850 None 002 Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete Ordinary/Hard Soil. In all kinds of soils Depth upto 3 m ( CM SR 2023-24 P.No. 8/Vol-1/ 1.14.1 ) Cum 107.1 107.1 1495.8 False None None False None False 160200.18 0 3744071 139850 None 003 Earth work excavation for foundation of structure upto 3 mtrs. By mechanicle means as per drawing and technical specification, including setting out, providing shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, filling back the excavated earth to the extent required and utilising / transporting the remaining earth upto 1.00km lead. including cost of labour, materials and HOM of machineries etc., complete Ordinary/Hard Soil. In all kinds of soils Depth upto 3 m ( CM SR 2023-24 P.No. 8/Vol-1/ 1.14.1 ) Cum 381.15 381.15 166.2 False None None False None False 63347.13 0 3744072 139850 None 004 Providing hearting embankment using selected approved impervious soil from borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. (WRD SR 2021-22/ P.no. 29/2.34) Cum 480.9 480.9 500.0 False None None False None False 240450.0 0 3744073 139850 None 005 Providing & laying 1500 Microns thick 6 m wide HDPE Geo membrane, over the synthetic clay liner having Thickness 1.5mm, Density .94g/cumcm, 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 1723.0 False None None False None False 775350.0 0 3744074 139850 None 006 Geotextile - 250 gsm (CM SR 2023-24/P.No.A-39/Vol-1/36) Sqm 243.6 243.6 1723.0 False None None False None False 419722.8 0 3744075 139850 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 1929.9 125.0 False None None False None False 241237.5 0 3744076 139850 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 90.0 False None None False None False 190134.0 0 3744077 139850 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 3744078 139850 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 1415.4 125.0 False None None False None False 176925.0 0 3744079 139850 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 51.0 False None None False None False 86804.55 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1723276568000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1723276568000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1723276568000 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 1723276568000 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 1723276568000 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 1723276568000 0 None None ELIGIBILITY Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs) None 1723276568000 0 None None ELIGIBILITY 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 1723276568000 0 None None ELIGIBILITY 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 1723276568000 0 None None ELIGIBILITY 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 1723276568000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1723276568000 0 None None ELIGIBILITY List of existing commitments and ongoing works None 1723276568000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1723276568000 0 None None ELIGIBILITY Banker Details for reference None 1723276568000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None 1723276568000 0 None None ELIGIBILITY Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years None 1723276568000 0 None None ELIGIBILITY 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 1723276568000 0 None None ELIGIBILITY 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
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Physical and Quantity work done Certificate True Technical Bid Unconditional L O C 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 Mudalgi Belgaum ARABHAVI TP Kallolli None None None None None None
tenderAddress	None
tenderRecallDTO	None