createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1710251792912
version4
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee1370.00
emd110000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose25-03-2024 17:00:00
tenderQueryClose15-03-2024 11:00:00
technicalBidOpen27-03-2024 11:00:00
publishedDate13-03-2024 13:48:15
publishedByPostBTDA_EE_DIV2_BGK
publishedByUserKPE12170 - DAYANAND G KALLURMATH
bidValidityPeriod180
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypePERCENTAGE
denominationTypeTextPercentage
retenderedYnNone
percentageRateTypeTextSingle Rate
contactPersonchetan
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08354297654
mobileNumberNone
tenderSupplierListNone
tenderSchedule
createdTs1710251792939
version4
createdDateNone
modifiedDateNone
tenderNumberBTDA/2023-24/OW/WORK_INDENT53
titleConstruction of Synthetic Tennis Court at Police DAR Head Quarters in Navanagar Bagalkote
descriptionConstruction of Synthetic Tennis Court at Police DAR Head Quarters in Navanagar Bagalkote
categoryWORKS
categoryTextWorks
ecv5478409.57
deptNameBagalkot Town Development Authority
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location6249
locationNameBTDA Executive Engineer Office Div No 2 Bagalkot
provisionalAmount5500000.0
groupOverheadTotal835689.6
fileNumberBTDA/AEE/SD7/2023-24/04
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17102517930000NoneNoneOther WorksConstruction of Synthetic Tennis Court at Police DAR Head Quarters in Navanagar Bagalkote4642719.97
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3016142100810Nonecode1Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 mCum73.073.0472.95FalseNoneNoneFalseNoneFalse34525.350
3016143100810Nonecode2Loosening, 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.Cum87.087.0402.75FalseNoneNoneFalseNoneFalse35039.250
3016144100810Nonecode3Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.Cum402.0402.0201.38FalseNoneNoneFalseNoneFalse80954.760
3016145100810Nonecode4Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (iii) For Grading -III MaterialCum2382.02382.080.55FalseNoneNoneFalseNoneFalse191870.10
3016146100810Nonecode5Wet 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.Cum2394.02394.0107.4FalseNoneNoneFalseNoneFalse257115.60
3016147100810Nonecode6Prime Coat over WMM/WBM (i) Providing 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 rate of 0.90 kg per m2 using mechanical means.Sqm42.042.0537.0FalseNoneNoneFalseNoneFalse22554.00
3016148100810Nonecode7Bituminous Macadam Grading - I for traffic 20 MSAC Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant 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 finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compactionCum7137.07137.026.85FalseNoneNoneFalseNoneFalse191628.450
3016149100810Nonecode8Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.Cum9990.09990.02.46FalseNoneNoneFalseNoneFalse24575.40
3016150100810Nonecode9Providing and laying Synthetic Surface Rebound Ace Pro Challenge P - 8 layer with whiteline marking.( As per International standard)Sqm1560.01560.0537.0FalseNoneNoneFalseNoneFalse837720.00
3016151100810Nonecode10Providing 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)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregatesCum5728.05728.015.6FalseNoneNoneFalseNoneFalse89356.80
3016152100810Nonecode11Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical SpecificationsTonne88059.088059.02.94FalseNoneNoneFalseNoneFalse258893.460
3016153100810Nonecode12Providing 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)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesM25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6277.956277.9539.0FalseNoneNoneFalseNoneFalse244840.050
3016154100810Nonecode13Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specificationNo2928.02928.014.0FalseNoneNoneFalseNoneFalse40992.00
3016155100810Nonecode14Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 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) etc. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3Mtr394.0394.045.0FalseNoneNoneFalseNoneFalse17730.00
3016156100810Nonecode15Providing and fixing 100 mm sand cast Iron grating for gully trap.Each205.0205.01200.0FalseNoneNoneFalseNoneFalse246000.00
3016157100810Nonecode16Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the workCum73.073.093.2FalseNoneNoneFalseNoneFalse6803.60
3016158100810Nonecode17Providing 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)Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregatesCum5728.05728.011.06FalseNoneNoneFalseNoneFalse63351.680
3016159100810Nonecode18Providing 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)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesM25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6277.956277.9529.02FalseNoneNoneFalseNoneFalse182186.1090
3016160100810Nonecode19Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour,Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6281.16281.121.38FalseNoneNoneFalseNoneFalse134289.9180
3016161100810Nonecode20Supplying, Fitting and Placing un-coated TMT bar Reinforcement in sub-structure complete as per Drawing and Technical SpecificationsTonne88059.088059.04.28FalseNoneNoneFalseNoneFalse376892.520
3016162100810Nonecode21Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm 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.Sqm1196.01196.0316.68FalseNoneNoneFalseNoneFalse378749.280
3016163100810Nonecode22Providing Flush / Ruled/ Struck or weathered pointing Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineerin-charge.Sqm136.0136.0688.8FalseNoneNoneFalseNoneFalse93676.80
3016164100810Nonecode23Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge.Sqm299.0299.0131.2FalseNoneNoneFalseNoneFalse39228.80
3016165100810Nonecode24Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Sqm66.066.0754.4FalseNoneNoneFalseNoneFalse49790.40
3016166100810Nonecode25Providing 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.Kg108.0108.01200.0FalseNoneNoneFalseNoneFalse129600.00
3016167100810Nonecode26Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. completeKg96.096.03393.0FalseNoneNoneFalseNoneFalse325728.00
3016168100810Nonecode27Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm)Sqm676.0676.0214.5FalseNoneNoneFalseNoneFalse145002.00
3016169100810Nonecode28Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Enginer-in-chargeSqm138.0138.0226.5FalseNoneNoneFalseNoneFalse31257.00
3016170100810None029Providing and fixing M.S. Block pipe of 38mm dia, of heavy gauge of 14 including removing the bends, cutting the pipe, and fixing pipe in between the two vertical poles (M.S. rectangular poles) and spot welding the chain link with M.S. block pipe including cost of all materials wastage in cutting, and scaffolding wherever necessary with all lead and lift as directed by the Engineer-in-charge of work etc.,(P.No. 252 I No. 37.4) Rmtr312.7312.716.0FalseNoneNoneFalseNoneFalse5003.20
3016171100810None030Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Non modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.Cum8918.08918.010.8FalseNoneNoneFalseNoneFalse96314.40
3016172100810None031Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Cum299.0299.036.96FalseNoneNoneFalseNoneFalse11051.040
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17102517940000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17102517940000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17102517940001NoneNoneELIGIBILITYPercentage (plus or minus) shall be quoted by the Tenderer for the said work.None
17102519980000NoneNoneELIGIBILITYConditional tenders will not be acceptedNone
17102520070000NoneNoneELIGIBILITYFinancial Year will be reckoned as the period between first day of April and Thirty-first day of march of Succeeding year (both days inclusive).None
17102520160000NoneNoneELIGIBILITYThe Employer reserves the right to reject any or all tenders without assigning any reasonNone
17102520330000NoneNoneELIGIBILITYThe Department is not responsible for any delay in accessing e-procurement portalNone
17102520470000NoneNoneELIGIBILITYAll items in the tender are including all lead and lifts, loading &unloading charges etc complete.,and as directed by the Engineer in charge of work.None
17102520690000NoneNoneELIGIBILITYRoyalty charges will be deducted in every bill of contract as per rulesNone
17102520770000NoneNoneELIGIBILITYThe tenderers are requested to abide instructions conditions contained in the Bid Documents and further orders thereonNone
17102520900000NoneNoneELIGIBILITYThe percentage quoted should be include cost of Royalty charges on constructive materials & other taxes as per the rates prevailing Government orders at the time of execution and including cost and conveyance of all materials, curing, loading and unloading with all leads and lifts, labour,hire charges of machinery & equipment etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer-in charge of work.None
17102520990000NoneNoneELIGIBILITYThe percentage quoted should be include cost of Royalty charges on constructive materials & other taxes as per the rates prevailing Government orders at the time of execution and including cost and conveyance of all materials, curing, loading and unloading with all leads and lifts, labour,hire charges of machinery & equipment etc., complete and all incidental charges. All the items shall be executed as directed by the Engineer-in charge of work.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneThe intending bidder should have satisfactorily completed (at least 90% of the contract value), as prime contractor, at least one similar work of value not less than 50% of the amount put to tender, i.e,.Rs. 27.4 Lakhs (Amount put to tender Rs. 54.77 Lakhs)during last 5 years reckoned back from 2022-23 . The certificate should be issued by an officer not below the rank of Executive Engineer of the concerned Division / Equivalent officer. The cost will be updated to the present value by giving weightage of 10% each year, if the work is completed prior to the year 2022-23Similar works means construction of Building work/compound workPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneAS PER dtsPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- AS PER dts
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in his name should have in the last five years peirod ( 2018-19, 2019-20, 2020-21& 2021-22,2022-23(a)The bidder should have achieved in at least two financial years an average annual financial turnover of Rs. 54.77 Lakhs (usually not less than the estimated cost under this contract) in at least two financial years in the last 5 years reckoned back from 2022-23 duly updating the financial turnover at 10% per annum. Audited profit and loss statement certified by a practicing Chartered Accountant along with copies of IT returns filed for the two years indicated above and shall bear the UDI Number shall be furnishedPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneThe intending bidder should have executed a minimum quantity of (usually 80% of the peak annual rate of construction in any one year (Continues of 12 Months), during the last five financial years reckoned back from 2022-23. Certificate should be obtained from an officer not below the rank of Executive Engineer of the concerned Division1)PCC/RCC-904.00 cum2)Steel TMT-11.2 TonnePast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneA copy of the valid Karnataka PWD Class-1 Registration Certificate.OthersA copy of the valid Karnataka PWD Class-1 Registration Certificate.
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- A copy of the valid Karnataka PWD Class-1 Registration Certificate.
NoneNoneNoneNoneEPF Registration CertificateOthersEPF Registration Certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- EPF Registration Certificate
NoneNoneNoneNoneGST Registration CertificateOthersGST Registration Certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- GST Registration Certificate
NoneNoneNoneNoneEach bidder should furnish liquid assets and or / availability of credit facilities of Rs. 16.4 lakhs (not less than 30 % of the amount put tender) (credit lines / letter of credit / certificate from the banks for meeting the fund requirement etc.,OthersLine of credit
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneAS PER dtsOthersAS PER dts
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- AS PER dts
NoneNoneNoneNoneAS PER dtsOthersAS PER dts
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- AS PER dts
NoneNoneNoneNoneAS PER dtsOthersAS PER dts
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- AS PER dts
NoneNoneNoneNoneAS PER dtsOthersAS PER dts
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- AS PER dts
NoneNoneNoneNoneAS PER dtsOthersAS PER dts
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- AS PER dts
NoneNoneNoneNoneAS PER dtsOthersAS PER dts
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- AS PER dts
NoneNoneNoneNoneBid capacityOthersBid capacity
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- self attested calculation sheet
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
A copy of the valid Karnataka PWD Class-1 Registration Certificate.TrueTechnical Bid
Work done certificateTrueTechnical Bid
EPF Registration CertificateTrueTechnical Bid
BidcapacityTrueTechnical Bid
line of creditTrueTechnical Bid
GST Registration CertificateTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone