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noticeInvitingTenderDTO	createdTs 1726133279477 version 3 createdDate None modifiedDate None tenderType RFQ evaluationType ONE_COVER evaluationTypeText One Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 590.00 emd 50000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 23-09-2024 16:00:00 tenderQueryClose 21-09-2024 16:00:00 technicalBidOpen None publishedDate 13-09-2024 10:39:27 publishedByPost BWSSB_EE_DIV_SW1 publishedByUser KPE12828 - SNEHA V bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate None preBidMeetingYn False preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson Sachin Patil 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 08022945196 mobileNumber 9845444041 tenderSupplierList None
tenderSchedule	createdTs 1726133279505 version 4 createdDate None modifiedDate None tenderNumber BWSSB/2024-25/WS/WORK_INDENT1005 title Work of Providing and laying 230 mm dia SW line and 300mm dia RCC line in place of 150/230mm dia SW line with construction of new manholes at Byatarayanapura 58 bus stop, surrounding areas coming under Girinagar service station of AEESW-3 Sub dvn jurisdiction description Work of Providing and laying 230 mm dia SW line and 300mm dia RCC line in place of 150/230mm dia SW line with construction of new manholes at Byatarayanapura 58 bus stop, surrounding areas coming under Girinagar service station of AEESW-3 Sub dvn jurisdiction category WORKS categoryText Works ecv 2349726.33 deptName Bengaluru Water Supply And Sewerage Board status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 5156 locationName BWSSB Executive Engineer South West One provisionalAmount 3210000.0 groupOverheadTotal None fileNumber 3684
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1726133280000 0 None None Water supply/sewage lines Work of Providing and laying 230 mm dia SW line and 300mm dia RCC line in place of 150/230mm dia SW line with construction of new manholes at Byatarayanapura 58 bus stop, surrounding areas coming under Girinagar service station of AEESW-3 Sub dvn jurisdiction 2349726.33 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3982576 154201 None code01 Dismantling of flexible pavement and disposal of dismantled materials and stacking serviceable and unserviceable materials separately Cum 322.0 322.0 51.07 False None None False None False 16444.54 0 3982577 154201 None code02 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 563.0 563.0 28.12 False None None False None False 15831.56 0 3982578 154201 None code03 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 262.0 262.0 457.31 False None None False None False 119815.22 0 3982579 154201 None code04 Depth exceeding 1.5 m, but not exceeding 3 m Cum 331.0 331.0 54.99 False None None False None False 18201.69 0 3982580 154201 None code05 Earth work excavation for pipeline trenches 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 and all other appurtenances to complete in the following strata Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m Cum 454.0 454.0 45.73 False None None False None False 20761.42 0 3982581 154201 None code06 Depth exceeding 1.5 m, but not exceeding 3 m Cum 557.0 557.0 10.99 False None None False None False 6121.43 0 3982582 154201 None code07 Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey RCC NP3 Class pipe of 300mm dia Mtr 1332.0 1332.0 173.8 False None None False None False 231501.6 0 3982583 154201 None code08 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 230mm dia Mtr 936.0 936.0 295.8 False None None False None False 276868.8 0 3982584 154201 None code09 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. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying 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, dewatering, 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 diaCirc. B M.H: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame Nos 29047.0 29047.0 21.0 False None None False None False 609987.0 0 3982585 154201 None code10 For Every 0.1m Additional from 1m to 2m depth Nos 3173.7 3173.7 92.0 False None None False None False 291980.4 0 3982586 154201 None code11 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 160.0 160.0 419.38 False None None False None False 67100.8 0 3982587 154201 None code12 Stone DustStone crusher dust finer than 3mm Cum 1237.0 1237.0 39.59 False None None False None False 48972.83 0 3982588 154201 None code13 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 2559.0 2559.0 59.39 False None None False None False 151979.01 0 3982589 154201 None code14 Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and sparying primer at the rate of 0.70kg/m2 using mechanical means Sqm 41.0 41.0 255.34 False None None False None False 10468.94 0 3982590 154201 None code15 Providing and laying Bituminous Macadam with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix,transported to site, laid over a previously prepared surface with mechanical paver finisherto the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Cum 7378.0 7378.0 12.77 False None None False None False 94217.06 0 3982591 154201 None code16 Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broom Sqm 12.0 12.0 293.99 False None None False None False 3527.88 0 3982592 154201 None code17 Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30 at 5.2 per cent of mix and filler,transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Cum 10537.0 10537.0 14.7 False None None False None False 154893.9 0 3982593 154201 None code18 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 dismantled material, disposal of unserviceable material and stacking the serviceable material withall lifts and lead Rubble stone masonry in cement mortar. Cum 610.0 610.0 4.8 False None None False None False 2928.0 0 3982594 154201 None code19 A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix of cement concert block have been used for pitching. Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M15 have been analysed and given in respective chapters of different volumes Stone masonry in cement mortar (1:3) Cum 5899.0 5899.0 4.8 False None None False None False 28315.2 0 3982595 154201 None code20 Providing PVC ringtite pipes conforming to 15 4985:2000 with latest amendments and conveying to workxite. rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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) 110mm dia Mtr 411.0 411.0 45.0 False None None False None False 18495.0 0 3982596 154201 None code21 Supply and delivery at site special moulded variety PVC elbows as per IS 7834/1987 and fabricated as per IG124/1984 with ISI mark with its latest amendments 110mm Nos 302.0 302.0 45.0 False None None False None False 13590.0 0 3982597 154201 None code22 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Cum 85.0 85.0 92.91 False None None False None False 7897.35 0 3982598 154201 None code23 Providing and laying in position Cement Concrete for all Super structures of building. Road works,Water works: Irrigation works & super structure works of bridges upto 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 The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevam IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications, Cum 6630.0 6630.0 21.09 False None None False None False 139826.7 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1726133281000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1726133281000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1726133281000 1 None None ELIGIBILITY Contractors should have civil contractor registration in BWSSB or KPWD/KUWSDB, etc None 1726133281000 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 1726133281000 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 1726133281000 1 None None ELIGIBILITY 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.,Rs.27.72 Lakhs None 1726133281000 1 None None ELIGIBILITY The Tenderer should have satisfactorily completed one similar work to an extent of 50% of the cost of the respective works. i.e.,Rs.13.86Lakhs None 1726133281000 1 None None ELIGIBILITY Assessed available tender capacity is AxNx2.5-B should be greater than 27.72 lakhs None 1726133281000 1 None None ELIGIBILITY Form of tender is mandatory to upload in KPPP portal None 1726133281000 1 None None ELIGIBILITY Amount put to tender is exclusive of GST & Rates quoted shall be exclusive of GST. None 1726133281000 1 None None ELIGIBILITY All terms and conditions are as per bid document to be satisfied None 1726133281000 0 None None ELIGIBILITY List of works for which tenders already submitted None 1726133281000 0 None None ELIGIBILITY Banker Details for reference None 1726133281000 0 None None ELIGIBILITY Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded None 1726133281000 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 1726133281000 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 1726133281000 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 Annual Turnover Certificate True Technical Bid Company Registration Certificate True Technical Bid Works for which tenders already submitted upload in KPPP portal True Technical Bid Form of Tender True Technical Bid Existing commitments on going Works upload in KPPP portal True Technical Bid ITR for a Minimum period of Two financial years upload in KPPP portal True Technical Bid Profit & Loss Statement certified by Chartered accountant for a minimum period of Two Years upload in KPPP portal True Technical Bid Bid capacity AATC calculation with signature True Technical Bid Workdone certificates required to qualify tender True Technical Bid GST Registration Certificate True Technical Bid
tenderWorkLocationList	tenderSubEstimateName districtName taluqName loksabhaContName assemblyContName locationDescription latitudeDegrees latitudeMinutes latitudeSeconds longitudeDegrees longitudeMinutes longitudeSeconds Water supply/sewage lines Bengaluru Urban None None None GIRINAGAR None None None None None None
tenderAddress	None
tenderRecallDTO	None