createdTs	None
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noticeInvitingTenderDTO	createdTs 1707993758512 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 1310.00 emd 104100.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 23-02-2024 16:00:00 tenderQueryClose 22-02-2024 16:30:00 technicalBidOpen 26-02-2024 10:30:00 publishedDate 15-02-2024 16:46:33 publishedByPost BWSSB_EE_DIV_WEST1 publishedByUser KPE12132 - CHANDRASHEKAR T bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson swathi 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 None mobileNumber 7026298455 tenderSupplierList None
tenderSchedule	createdTs 1707993758533 version 4 createdDate None modifiedDate None tenderNumber BWSSB/2023-24/WS/WORK_INDENT363 title Tender for the Work of providing and laying & deviation of 230mm dia SW line and construction of new machinehole at 2nd Main, 3rd Main and 4th Main, Vijayanagar coming under Hosahalli Service station area of AEEW1-1 Sub Division. description Tender for the Work of providing and laying & deviation of 230mm dia SW line and construction of new machinehole at 2nd Main, 3rd Main and 4th Main, Vijayanagar coming under Hosahalli Service station area of AEEW1-1 Sub Division. category WORKS categoryText Works ecv 5202319.84 deptName Bengaluru Water Supply And Sewerage Board status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 5146 locationName BWSSB Executive Engineer West One provisionalAmount 5780000.0 groupOverheadTotal None fileNumber 005/2023-24
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1707993759000 0 None None Water supply/sewage lines Tender for the Work of providing and laying & deviation of 230mm dia SW line and construction of new machinehole at 2nd Main, 3rd Main and 4th Main, Vijayanagar coming under Hosahalli Service station area of AEEW1-1 Sub Division. 5202319.84 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2603998 81291 None code01 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately II. By Mechanical Means A. Bituminous course Cum 379.96 379.96 179.81 False None None False None False 68320.6076 0 2603999 81291 None code02 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m Cum 309.16 309.16 1051.88 False None None False None False 325199.2208 0 2604000 81291 None code03 Depth exceeding 1.5 m, but not exceeding 3 m Cum 390.58 390.58 256.84 False None None False None False 100316.5672 0 2604001 81291 None code04 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Hard rock (blasting prohibited) Depth upto 1.50 m Cum 1196.52 1196.52 116.88 False None None False None False 139849.2576 0 2604002 81291 None code05 Depth exceeding 1.5 m, but not exceeding 3 m Cum 1321.6 1321.6 28.54 False None None False None False 37718.464 0 2604003 81291 None code06 Providing lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 230 mm dia. pipes Mtr 1104.48 1104.48 1163.0 False None None False None False 1284510.24 0 2604004 81291 None code07 Providing and constructing "WIRE CUT BRICK MACHINEHOLE CHAMBERS" using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia., 1.0 M depth & SFRC cover & frame Nos 34275.46 34275.46 37.0 False None None False None False 1268192.02 0 2604005 81291 None code08 for every 0.1m additional depth (between 1.00 to 2.00 mtr depth) Nos 3744.97 3744.97 294.0 False None None False None False 1101021.18 0 2604006 81291 None code09 Dismantling the damaged or collapsed Machinehole ,conical in shape, and reconstructing the same for the same dimensions, with machine made wire cut brick in CM 1:4 with ordinary portland cement etc. as per design and specifications. The existing ring, cover and CC beeding to be used. For 1.2M dia: 1.20 mtr depth Nos 22323.71 22323.71 3.0 False None None False None False 66971.13 0 2604007 81291 None 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 3019.62 3019.62 179.81 False None None False None False 542957.8722 0 2604008 81291 None code11 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5m. Including cost of all labour complete as per specifications Cum 188.8 188.8 1371.91 False None None False None False 259016.608 0 2604009 81291 None code12 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Cum 100.3 100.3 82.22 False None None False None False 8246.666 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1707993759000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1707993759000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1707993759000 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 1707993823000 0 None None ELIGIBILITY all terms and conditions as per tender document None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList 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 Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx) None None None None None None Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period) 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 List of Financial Resources with Certificates None None None None None None The tender should have executed in any one year the following minimum quantities of works usually 80% of the annual requirement i.e., 230mm dia & above SW line -968.80 rmt & above. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The Tenderer should have satisfactorily completed one similar work to an extent of 50% of the cost of the respective works.(inclusive of GST) i.e.,Rs.26.01 Lakhs. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Total value of civil engineering works executed and payments received in the last five years (year-wise) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None The Tenderer Should have a in the last 5 years period achieved in atleast two financial years an average turnover of not less than estimated cost of the respective works (Profit & loss account, Balance sheet certified/Audited by chartered accountant).i.e., (inclusive of GST) Rs.52.02 Lakh. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- turnover certificate, Profit & loss account, Balance sheet certified/Audited by chartered accountant None None None None Liquid assets and or availability of credit facilities usually 30% of the amount of contract i.e., Rs.15.61 Lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- bankers certificate None None None None Assessed available tender capacity (AxNx2.5 minus B) is more than 52.02 lakhs. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- ANNUAL TURN OVER, PROFIT & LOSS STATEMENT AND BALANCE SHEET None None None None List of existing commitments and ongoing works Others Relevant document createdTs version createdDate modifiedDate documentName None None None None Others -- relevant document
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate True Technical Bid Company Registration Certificate True Technical Bid Work Done Certificate As per Tender Document. True Technical Bid Tender Capacity Calculation As per tender Document True Technical Bid Similar nature of Work as per Tender Document True Technical Bid FORM OF TENDER True Technical Bid Profit & loss statement and balance sheet True Technical Bid GST registration certificate with details of last payment True Technical Bid bankers details/certificate True Technical Bid
tenderWorkLocationList
tenderAddress	None
tenderRecallDTO	None