createdTs	None
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noticeInvitingTenderDTO	createdTs 1706171324874 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 46000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 06-02-2024 16:30:00 tenderQueryClose 06-02-2024 15:30:00 technicalBidOpen None publishedDate 29-01-2024 17:41:39 publishedByPost RDPR_EE_DIV_BLR publishedByUser KPE11866 - BADIGER PAMPATHY SURESHKUMAR bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson EE PRE DIVISION BELLARI 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 08392266173 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1706171325014 version 4 createdDate None modifiedDate None tenderNumber RDPR/2023-24/RD/WORK_INDENT3776 title Construction of CC Road and Drain from Sri Anjineya Temple to Paakali Veresha House at 2 nd ward Kurugodu Town in Ballari Dist description Construction of CC Road and Drain from Sri Anjineya Temple to Paakali Veresha House at 2 nd ward Kurugodu Town in Ballari Dist category WORKS categoryText Works ecv 1877421.48 deptName Rural Development and Panchayat Raj Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn True location 818 locationName RDPR Division Office Ballari provisionalAmount 2274000.0 groupOverheadTotal 0.0 fileNumber EE/PRED/SGP/KKRDB/06
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1706171325000 0 None None Roads Constrcution of CC Road and Drain from Sri Anjineya Temple to Paakali Veresha House at 2 nd ward Kurugodu Town IN Ballari Dist 1877421.48 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2297430 67699 None code01 UGD Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, includingsetting 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 508.2 508.2 33.57 False None None False None False 17060.274 0 2297431 67699 None code02 Supplying 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. for:Pipes of SN4, 125mm dia. m 404.25 404.25 192.0 False None None False None False 77616.0 0 2297432 67699 None code03 Supplying 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. for:Pipes of SN4, 160mm dia. m 604.8 604.8 60.0 False None None False None False 36288.0 0 2297433 67699 None code04 Supplying 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. for:Pipes of SN4, 200mm dia. m 872.55 872.55 120.0 False None None False None False 104706.0 0 2297434 67699 None code05 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) M10 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 6527.85 6527.85 0.73 False None None False None False 4765.3305 0 2297435 67699 None code06 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the 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 Including Shuttering Cum 8801.8 8801.8 1.39 False None None False None False 12234.502 0 2297436 67699 None code07 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Kgs 142.8 142.8 76.7 False None None False None False 10952.76 0 2297437 67699 None code08 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 Tonne 82961.55 82961.55 0.21 False None None False None False 17421.9255 0 2297438 67699 None code09 Road 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. Sqm 110.25 110.25 216.0 False None None False None False 23814.0 0 2297439 67699 None code10 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 517.65 517.65 213.75 False None None False None False 110647.6875 0 2297440 67699 None code11 Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates Cum 6288.45 6288.45 72.0 False None None False None False 452768.4 0 2297441 67699 None code12 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 6692.7 6692.7 148.5 False None None False None False 993865.95 0 2297442 67699 None code13 Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Sqm 10187.1 10187.1 1.5 False None None False None False 15280.65 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1706171329000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1706171329000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1706171329000 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 1706171329000 0 None None ELIGIBILITY Department Registration Details None 1706171329000 0 None None ELIGIBILITY Total value of civl engineering works executed and payments received in the last five years (year-wise) None 1706171329000 0 None None ELIGIBILITY List of existing commitments and ongoing work None 1706171329000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1706171329000 0 None None ELIGIBILITY Banker Details None
preQualCriterionList	None
technicalCriterionList	None
tenderCriterionDocumentList	documentName optional documentTypeText Valid PWD Registration certificate True Technical Bid Annual turnover certificate with valid UDIN No for last 5 years i.e., from 2018-19 to 2022-23 obtained from the Chartered Accountant and supported by the income tax returns filed by the bidder with IT departments. True Technical Bid To qualify for award of this contract, each tenderer in his name should have in the last five years period i.e. 2018-19 2019-20 2020-21 2021-22 2022-23 achieved in at least two financial years on average annual financial turnover of 100 percent of cost of the work. True Technical Bid Work done certificate for Satisfactorily completed as prime contractor, at least one similar nature of work value not less than 50 percent from Competent Authority not below the rank of Executive Engineer or equivalent And also list of such works in FORMAT-2 True Technical Bid Existing commitments and ongoing works which are yet to be completed True Technical Bid The works for which tender acceptance letters are received are to be furnished. True Technical Bid The information of the works for which tenderer has already submitted tender are to be furnished. True Technical Bid The information on litigation in which the Tenderer is involved are to be furnished. True Technical Bid Name, address, and telephone, telex, and fax numbers of the tenderers bankers who may provide references if contacted by the employer are not furnished. True Technical Bid Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity A X N X 2.5 - B True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None