createdTsNone
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createdDateNone
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noticeInvitingTenderDTO
createdTs1727688744734
version2
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyRESERVED
invitingStrategyTextReserved
taxTypeINCLUSIVE_TAX
tenderFee750.00
emd29800.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose16-10-2024 16:00:00
tenderQueryClose15-10-2024 16:00:00
technicalBidOpenNone
publishedDate30-09-2024 15:09:39
publishedByPostBWSSB_EE_DIV_WEST1
publishedByUserKPE12132 - CHANDRASHEKAR T
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonSWATHI
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber7026298455
tenderSupplierListNone
tenderSchedule
createdTs1727688744766
version4
createdDateNone
modifiedDateNone
tenderNumberBWSSB/2024-25/WS/WORK_INDENT1276
titleWork of providing, laying and deviation of 300mm dia RCC NP3 class pipeline inplace of damaged/ silted up SW line and linking to existing 450mm dia existing sub line infront of Arkavathi bhavana and Construction of new manhole at 5th main 9th cross R.P.C Layout Coming under Hosahalli Service Station of AEEW-1-1 Sub Division.
descriptionWork of providing, laying and deviation of 300mm dia RCC NP3 class pipeline inplace of damaged/ silted up SW line and linking to existing 450mm dia existing sub line infront of Arkavathi bhavana and Construction of new manhole at 5th main 9th cross R.P.C Layout Coming under Hosahalli Service Station of AEEW-1-1 Sub Division.
categoryWORKS
categoryTextWorks
ecv2977680.49
deptNameBengaluru Water Supply And Sewerage Board
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnFalse
location5146
locationNameBWSSB Executive Engineer West One
provisionalAmount3760000.0
groupOverheadTotalNone
fileNumber2687/2024-25
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17276887450000NoneNoneWater supply/sewage linesWork of providing, laying and deviation of 300mm dia RCC NP3 class pipeline inplace of damaged/ silted up SW line and linking to existing 450mm dia existing sub line infront of Arkavathi bhavana and Construction of new manhole at 5th main 9th cross R.P.C Layout Coming under Hosahalli Service Station of AEEW-1-1 Sub Division.2977680.49
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4107632160136NoneCode01Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately II. By Mechanical Means A. Bituminous courseCum322.0322.099.21FalseNoneNoneFalseNoneFalse31945.620
4107633160136NoneCode02Earth 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 mCum262.0262.0229.13FalseNoneNoneFalseNoneFalse60032.060
4107634160136NoneCode03Depth exceeding 1.5 m, but not exceeding 3 mCum331.0331.0182.21FalseNoneNoneFalseNoneFalse60311.510
4107635160136NoneCode04Earth work excavation for pipeline trenches by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width) trench width 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 1.50mCum1014.01014.0229.13FalseNoneNoneFalseNoneFalse232337.820
4107636160136NoneCode05Depth exceeding 1.5 m, but not exceeding 3 mCum1120.01120.060.74FalseNoneNoneFalseNoneFalse68028.80
4107637160136NoneCode06Providing 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 300 mm dia.m1332.01332.0432.0FalseNoneNoneFalseNoneFalse575424.00
4107638160136NoneCode07Refilling 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 specificationsCum160.0160.0549.19FalseNoneNoneFalseNoneFalse87870.40
4107639160136NoneCode08Providing 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 & frameEach29047.029047.09.0FalseNoneNoneFalseNoneFalse261423.00
4107640160136NoneCode09for every 0.1m additional depth (between 1.00 to 2.00 mtr depth)Each3173.73173.766.0FalseNoneNoneFalseNoneFalse209464.20
4107641160136NoneCode102.0 M depth & SFRC cover & frameEach60784.060784.07.0FalseNoneNoneFalseNoneFalse425488.00
4107642160136NoneCode11for every 0.1m additional depth (between 2.00 to 3.00 mtr depth)Each2853.22853.220.0FalseNoneNoneFalseNoneFalse57064.00
4107643160136NoneCode12Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of workCum85.085.0129.75FalseNoneNoneFalseNoneFalse11028.750
4107644160136NoneCode13Wet 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.Cum2559.02559.042.96FalseNoneNoneFalseNoneFalse109934.640
4107645160136NoneCode14Spreading of Stone Dust : Supplying and providing stone dust in the station yard or wherever required including watering, ramming, consolidating and dressing. The rate includes the cost of material, labour charges, required tools and plants etc., complete. Work shall be carried out as per the instructions of Engineer-in-charge of works as per the standard procedure.Cum1673.01673.024.8FalseNoneNoneFalseNoneFalse41490.40
4107646160136NoneCode15Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rateof 0.70 kg/m2 using mechanical means.Sqm41.041.0429.6FalseNoneNoneFalseNoneFalse17613.60
4107647160136NoneCode16Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.0 per cent by weight of total 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. 505 complete in all respects.Cum9140.09140.048.33FalseNoneNoneFalseNoneFalse441736.20
4107648160136NoneCode17Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Bituminous surfaceSqm12.012.0483.3FalseNoneNoneFalseNoneFalse5799.60
4107649160136NoneCode18Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 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 respectsCum11033.011033.019.33FalseNoneNoneFalseNoneFalse213267.890
4107650160136NoneCode19Dismantling 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 the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and leadCum610.0610.04.0FalseNoneNoneFalseNoneFalse2440.00
4107651160136NoneCode20Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC TeeEach251.0251.030.0FalseNoneNoneFalseNoneFalse7530.00
4107652160136NoneCode21Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC BENDEach492.0492.030.0FalseNoneNoneFalseNoneFalse14760.00
4107653160136NoneCode22Supply and delivery at site special moulded variety PVC reducer as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments 110 mm dia PVC REDUCEREach261.0261.030.0FalseNoneNoneFalseNoneFalse7830.00
4107654160136NoneCode23Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting,finishing neatly by giving satisfactory hydraulic test etc.,complete For 63mm (0.075) to 315mm(0.787)m332.0332.0105.0FalseNoneNoneFalseNoneFalse34860.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17276887460000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17276887460000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17276887460000NoneNoneELIGIBILITYBidders 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
17276887460000NoneNoneELIGIBILITYIt 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
17276887460000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17276887900000NoneNoneELIGIBILITYContractors should have civil contractor registration in BWSSB or KPWD/KUWSDB,etc.None
17276887950000NoneNoneELIGIBILITYThe 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.35.14 Lakh.None
17276888040000NoneNoneELIGIBILITYThe Tenderer should have satisfactorily completed one similar work to an extent of 25% of the cost of the respective works.(inclusive of GST) i.e.,Rs.8.78Lakhs.None
17276888260000NoneNoneELIGIBILITYForm of tender is mandatory to upload in Karnataka Public Procurement Portal at the time of submission of documents and the rates should not be disclosedNone
17276888450000NoneNoneELIGIBILITYAssessed available tender capacity (AxNx2.5)-B should be greater than amount put to tenderNone
17276888470000NoneNoneELIGIBILITYAmount put to tender is exclusive of GST and the rates quoted shall be exclusive of GSTNone
17276888540000NoneNoneELIGIBILITYOn all financial certificates the UDIN No. (Unique Document Identification Number) is mandatoryNone
17276888590000NoneNoneELIGIBILITYAll terms and conditions are as per IFTNone
17276888790000NoneNoneELIGIBILITYCaste certificate should be uploaded in the KPPP portal issued from the concerned Authority for authentication at the time of bidding.None
17276888900000NoneNoneELIGIBILITYthe tenderer / contractor belonging to the SC shall be domicile of the State of Karnataka for more than 10 years and for the same certificate / document should be uploaded.None
17276889020000NoneNoneELIGIBILITYIf no qualified tenderers belonging to the SC participate in the bid in two attempts, then this work shall be tendered as open category wherein all eligible bidders of General or SC or ST category can participate.None
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
Company Registration CertificateTrueTechnical Bid
Reserved Category Certificate SC categoryTrueTechnical Bid
Assessed available tender capacityTrueTechnical Bid
Form of tenderTrueTechnical Bid
Balance sheet, Profit & loss statement certified/Audited by Chartered accountantTrueTechnical Bid
GST registration copyTrueTechnical Bid
Work done certificateTrueTechnical Bid
domicile certificateTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone