createdTsNone
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noticeInvitingTenderDTO
createdTs1708605675280
version4
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd27000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose02-03-2024 17:30:00
tenderQueryClose27-02-2024 17:30:00
technicalBidOpen04-03-2024 17:30:00
publishedDate24-02-2024 04:54:37
publishedByPostRWSSD_EE_DIV_MYS
publishedByUserKPE11776 - RANJITH KUMAR A S
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonRASHMI
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08212460495
mobileNumber9964821176
tenderSupplierListNone
tenderSchedule
createdTs1708605675330
version6
createdDateNone
modifiedDateNone
tenderNumberRWSSD/2023-24/WS/WORK_INDENT7809
titleConstruction of OHT at BEDDALAPURA Village in at H.D.Kote taluk
descriptionConstruction of OHT at BEDDALAPURA Village in at H.D.Kote taluk
categoryWORKS
categoryTextWorks
ecv1098196.59
deptNameRural Drinking Water and Sanitation Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location1278
locationNameRWSSD Division Office Mysuru
provisionalAmount1300000.0
groupOverheadTotalNone
fileNumberRWSSD/2023-24/SDPHDK09
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17086056750000NoneNoneWater supply/sewage linesConstruction of OHT at BEDDALAPURA Village in at H.D.Kote taluk1098196.59
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
276631888154Nonecode01Earth work excavation for FOUNDATION by Mechanical means depth upto 150m as per drawing and technical specifications including setting out shoring strutting barricading caution lights including cost of explosives dressing of excavated surfaces disposing off or levelling the excavated stuff or sorting stacking the selected stuff for reuse in a radius of 50 m and lift upto 15 m including cost of labour blasting materials tools usage of Machinery all other appurtenaces required to complete the workCum419.0419.026.9FalseNoneNoneFalseNoneFalse11271.10
276631988154Nonecode02Providing 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, plywood / steel formwork, 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 shall be paid separately).Cum6421.626421.622.57FalseNoneNoneFalseNoneFalse16503.56340
276632088154Nonecode03Providing 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 of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)).Cum10902.3210902.327.09FalseNoneNoneFalseNoneFalse77297.44880
276632188154Nonecode04Providing and laying in position Reinforced cement concrete for columns, braces and ring beam above ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)).Cum15710.1115710.114.69FalseNoneNoneFalseNoneFalse73680.41590
276632288154Nonecode05Providing and laying in position Reinforced cement concrete for shell portion, bottom dome / slab and ribs over the staging. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)).Cum23598.9123598.915.42FalseNoneNoneFalseNoneFalse127906.09220
276632388154Nonecode06Providing and laying in position Reinforced cement concrete for side walls of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing the exposed faces in cement mortar 1:3, 12 mm thick and CM plastering 1:3 proportion 20mm thick for inside with an admixture of water proof compound of requisite proportion of approved quality, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications.(Contractor will make his own arrangements for procuring water for testing). (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags)).Cum24863.7124863.715.43FalseNoneNoneFalseNoneFalse135009.94530
276632488154Nonecode07Providing and laying in position Reinforced cement concrete for top dome of water tank over the staging above the ground level. 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, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes with plastering and smooth finishing in cement mortar 1:3, 12 mm thick for both inside and outside surface, labour,centering, scaffolding, staging, strutting, plywood/ steel form work , Usage charges of machinery, curing and all other appurtenances required to complete the work as per design and technical specifications. (The cost of steel reinforcement, dowel bars to be paid separately). (Minimum cement content: 360 kgs (7.20 bags))Cum24068.1124068.111.66FalseNoneNoneFalseNoneFalse39953.06260
276632588154Nonecode08Supply Steel Fe 550 / Fe 550D & Labour charges for fabricating mild steel or torsteel bars of all sizes for reinforcement for RCC works including conveying steel to work spot with all lead including cleaning, straightening, bending, fabricating, placing in position and tieing as per design including cost of binding wire, hoisting etc. with all lifts etc. complete (excluding the cost of steel) for:Tonne73000.073000.03.5FalseNoneNoneFalseNoneFalse255500.00
276632688154Nonecode09Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.Sqm1061.01061.014.4FalseNoneNoneFalseNoneFalse15278.40
276632788154Nonecode10Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with:Mtr4323.04323.013.5FalseNoneNoneFalseNoneFalse58360.50
276632888154Nonecode11Ladder inside the container: Providing anodized aluminium ladder using 65mm dia x 32mm dia x 3.0mm dia ‘C’ section for ladder side channel x 25mm dia dia., flutal pipe for Rungs at 250mm dia c/c ladder fixed at an angle of 70 degrees to horizontal including necessary 25mm dia., G.I. shutters with necessary G.I. fasteners for bracing the ladders to the Tank walls to prevent buckling of the ladder with necessary (M15) bed for embedding the ladder bottom complete\Mtr5100.05100.02.4FalseNoneNoneFalseNoneFalse12240.00
276632988154Nonecode12Providing and fixing RCC final and ventilators as per approved design and specifications with form works and protected with wire mesh. The plinth to be of RCC circular pillars and canopy with an ornamental finish at top. The first 22.5 cms height to be covered with RCC panelling as per detailed drawings etc. with all lead and lifts and excluding reinforcement steel.No5750.05750.01.0FalseNoneNoneFalseNoneFalse5750.00
276633088154Nonecode13Providing and fixing MS inspection door of size 60 cms x 60 cms, including MS frame made of 50x50x6mm angle, shutters made of 3mm thick MS sheets, with hinges, locking arrangements at top etc. including painting with anticorrosive approved paint etc. complete including all lead and lifts etc.No2111.02111.01.0FalseNoneNoneFalseNoneFalse2111.00
276633188154Nonecode14Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete .For DI/CI puddle flanges of 80mm dia.No1526.01526.01.0FalseNoneNoneFalseNoneFalse1526.00
276633288154Nonecode15Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete .For DI/CI puddle flanges of 80mm dia.For DI/CI puddle flanges of 100mm dia.No1807.01807.01.0FalseNoneNoneFalseNoneFalse1807.00
276633388154Nonecode16Supplying and fixing DI/CI puddle flanges conforming to IS 7181-1986 with latest ammendments., in position for RCC walls including hoisting and conveying them to work spot with all lead and lifts etc. complete .For DI/CI puddle flanges of 80mm dia.For DI/CI puddle flanges of 100mm dia.For DI/CI puddle flanges of 80mm dia.No1526.01526.02.0FalseNoneNoneFalseNoneFalse3052.00
276633488154Nonecode18Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost oFor DI/CI puddle flanges of 80mm dia.f jointing materials, conveying to work spot with all lead and lifts etc.complete. For DI/CI puddle flanges of 80mm dia.Mtr2205.02205.013.5FalseNoneNoneFalseNoneFalse29767.50
276633588154Nonecode19Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost oFor DI/CI puddle flanges of 80mm dia.f jointing materials, conveying to work spot with all lead and lifts etc.complete. For DI/CI puddle flanges of 100mm dia.Mtr2929.02929.010.0FalseNoneNoneFalseNoneFalse29290.00
276633688154Nonecode20Supplying, Laying and Jointing Cast Iron (CI) double flanged pipes true to line / hoisting of DIflanged pipe in position and aligning to correct plumb, including cost oFor DI/CI puddle flanges of 80mm dia.f jointing materials, conveying to work spot with all lead and lifts etc.complete For DI/CI puddle flanges of 80mm dia.Mtr2205.02205.023.5FalseNoneNoneFalseNoneFalse51817.50
276633788154Nonecode21Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10: For Suilce Valve of PN -10.0 and 80mmNo8013.08013.02.0FalseNoneNoneFalseNoneFalse16026.00
276633888154Nonecode22Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10: For Suilce Valve of PN - 10.0 and 100mmNo8858.08858.01.0FalseNoneNoneFalseNoneFalse8858.00
276633988154Nonecode23Providing 80 mm dia Medium Class 90" Double Flanged Bend Confirming to IS 1538 (PartI to XXII) 1978 with latest amendments if any cost all materials , LabourCharges,etc, Complete80 mm diaNo500.0500.03.0FalseNoneNoneFalseNoneFalse1500.00
276634088154Nonecode24Providing 80 mm dia Medium Class 90" Double Flanged Bend Confirming to IS 1538 (PartI to XXII) 1978 with latest amendments if any cost all materials , LabourCharges,etc, Complete100 mm diaNo600.0600.01.0FalseNoneNoneFalseNoneFalse600.00
276634188154Nonecode25Providing 80mm dia CI bank flange confirming to IS 1538 (Part- I to XXII) 1978 with latest ammendments if any cost of all materials, labour charges etc. complete.80 mm diaNo200.0200.04.0FalseNoneNoneFalseNoneFalse800.00
276634288154Nonecode26Providing 80mm dia CI bank flange confirming to IS 1538 (Part- I to XXII) 1978 with latest ammendments if any cost of all materials, labour charges etc. complete.100 mm diaNo250.0250.02.0FalseNoneNoneFalseNoneFalse500.00
276634388154Nonecode27Labour charges for fixing puddle flanges in position of RCC including (80mm dia to 200mm dia)Each456.0456.04.0FalseNoneNoneFalseNoneFalse1824.00
276634488154Nonecode28Bolts & NutsKg71.1971.1950.0FalseNoneNoneFalseNoneFalse3559.50
276634588154Nonecode29Rubber insertion 3mm thk for 80mm dia. PipesNo8.08.042.0FalseNoneNoneFalseNoneFalse336.00
276634688154Nonecode30Providing plastering in CM 1:3 proportion for RCC over head tanks, including smooth finishing, minimum 2% of approved quality water proofing compound, curing, scaffolding and giving satisfactory water proof testing as per direction etc. complete with all lead lifts etc. for side walls, shell portions, bottom doom, bottom slab and ribs etc. for:Sqm299.0299.0168.85FalseNoneNoneFalseNoneFalse50486.150
276634788154Nonecode31Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including scrapping the surface with wire brushes etc. before removal of scaffolding for new RCC over head tanks and cleaning of paint stains wherever necessary with all lead and lifts etc. complete for:Sqm153.0153.0168.85FalseNoneNoneFalseNoneFalse25834.050
276634888154Nonecode32Supplying and fixing 40mm dia. GI pipe medium duty pipes hand railing 3 rows fixed to RCC 1:2:4 vibrated post of 150x150mm at bottom and 100x150mm at top, placed at 2 Mtrs. intervals for a height of 750mm including curing, painting GI pipes with two coats of anticorrosive steel paint over a primer coat etc. with all lead lift etc. (The rate per meter is for 3 rows of GI pipes and RCC post)Mtr1098.01098.016.65FalseNoneNoneFalseNoneFalse18281.70
276634988154Nonecode33Supplying and fixing lightening arrestor with aluminium strip 25mm x 3mm size including finial and grounding, aluminium strip to be embeded in one of the columns in and independent GI conduit of 40mm dia. pipe suitably jointed by collars with all specials with all lead and lifts etc. complete for:No8606.08606.01.0FalseNoneNoneFalseNoneFalse8606.00
276635088154Nonecode34Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.cm3.03.01200.0FalseNoneNoneFalseNoneFalse3600.00
276635188154Nonecode35Providing 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, plywood / steel formwork, 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 shall be paid separately).Cum5580.525580.521.66FalseNoneNoneFalseNoneFalse9263.66320
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17086056760000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17086056760000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17086056760000NoneNoneELIGIBILITYBidders 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
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneDepartment Registration DetailsNoneNone
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)NoneNone
NoneNoneNoneNoneList of existing commitments and ongoing workNoneNone
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneBanker DetailsNoneNone
NoneNoneNoneNoneAchieved in at least two financial years a minimum financial turnover in all classes of civil engineering construction works only of Rs.10.99 Lakhs.usually not less than one times the estimated annual payments under this contract The Consolidated Annual Financial turnover certificate for the relevant financial years certified by an ICAI registered Chartered Accountant along with UDIN numberFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
PWD Registration CertificateTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone