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tenderTypeRFQ
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evaluationTypeTextTwo Cover
invitingStrategyOPEN
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taxTypeINCLUSIVE_TAX
tenderFee7500.00
emd1434000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose05-08-2024 16:00:00
tenderQueryClose29-06-2024 16:00:00
technicalBidOpen07-08-2024 16:00:00
publishedDate21-06-2024 15:29:56
publishedByPostBDA_EE_DIV_EAST
publishedByUserKPE18081 - A MOHAN KUMAR
bidValidityPeriod90
noOfCalls1
preBidMeetingDate03-07-2024 16:00:00
preBidMeetingYnTrue
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denominationTypeRUPEES
denominationTypeTextRupees
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percentageRateTypeTextNone
contactPersonD Krishna Naik
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emdBankGuarantee1334000.00
emdCash100000.00
bgValidityPeriod135
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multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
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sampleSubmissionDateNone
officeNumberNone
mobileNumber8105864769
tenderSupplierListNone
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createdTs1718948682424
version4
createdDateNone
modifiedDateNone
tenderNumberBDA/2024-25/RD/WORK_INDENT46
titleFormation, Construction of Roads, RCC Drain, CS Plot Demarcation in sy. no. 1,5,6,7, 12 to 21 at Konadasapura Village, Bangalore East Taluk
descriptionFormation, Construction of Roads, RCC Drain, CS Plot Demarcation in sy. no. 1,5,6,7, 12 to 21 at Konadasapura Village, Bangalore East Taluk
categoryWORKS
categoryTextWorks
ecv143391852.36
deptNameBengaluru Development Authority
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location1648
locationNameBDA East Division
provisionalAmount158000000.0
groupOverheadTotalNone
fileNumberBDA/EE/East/304/2024-25
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17189486820000NoneNoneRoadsFormation, Construction of Roads, RCC Drain, CS Plot Demarcation in sy. no. 1,5,6,7, 12 to 21 at Konadasapura Village, Bangalore East Taluk143391852.36
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3322339116359NoneKona01Clearing and Grubbing Road Land - a. In area of light jungle KSRRB 201: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.Sqm613.95613.954160.67FalseNoneNoneFalseNoneFalse2554443.34650
3322340116359NoneKona02Earth work in surface excavation by Mechanical Means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. - In all kinds of soils upto 300 mm depthCum120.51120.51138688.845FalseNoneNoneFalseNoneFalse16713392.710950
3322341116359NoneKona03Lead for transporting the excavated material - Add for lead for earth (1.28 Tonne / Cum) 8km Loading and Unloading Stone Boulder / Stone aggregates / Sand / Kankar / Moorum. (Tipper 14 m3)Cum254.87254.872529.216FalseNoneNoneFalseNoneFalse644621.281920
3322342116359NoneKona04Earth 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 mCum129.39129.393161.52FalseNoneNoneFalseNoneFalse409069.07280
3322343116359NoneKona05Construction 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.Cum601.27601.271471.14FalseNoneNoneFalseNoneFalse884552.34780
3322344116359NoneKona06Refilling 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 specificationsSqm202.96202.96632.304FalseNoneNoneFalseNoneFalse128332.419840
3322345116359NoneKona07Providing 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 40 mm nominal size graded crushed coarse aggregates.Cum7773.727773.72389.26FalseNoneNoneFalseNoneFalse3025998.24720
3322346116359NoneKona08Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire/soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Tonne113476.2113476.277.4887FalseNoneNoneFalseNoneFalse8793123.218940
3322347116359NoneKona09Providing and laying in position Reinforced Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, 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).M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Cum9624.879624.871249.32FalseNoneNoneFalseNoneFalse12024542.58840
3322348116359NoneKona10Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2Cum625.37625.377555.86FalseNoneNoneFalseNoneFalse4725208.16820
3322349116359NoneKona11Construction 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. Granular Sub-Base Plant Mix Method Grading V. Materia.Cum3154.763154.767360.68FalseNoneNoneFalseNoneFalse23221178.83680
3322350116359NoneKona12Providing, 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. Wet Mix Macadam (Plant mix method).Cum3246.093246.099200.85FalseNoneNoneFalseNoneFalse29866787.17650
3322351116359NoneKona13Providing 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. Prime Coat over WMM/WBM.Sqm52.0552.0536803.4FalseNoneNoneFalseNoneFalse1915616.970
3322352116359NoneKona14Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 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.Cum12390.7112390.711840.17FalseNoneNoneFalseNoneFalse22801012.82070
3322353116359NoneKona15Providing 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 broo.Tack coat on Bituminous surface.Sqm15.2215.2236803.4FalseNoneNoneFalseNoneFalse560147.7480
3322354116359NoneKona16Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant 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 respects.Bituminous Concrete Grading II for traffic 20 MSA.Cum13895.1513895.15920.085FalseNoneNoneFalseNoneFalse12784719.087750
3322355116359NoneKona17Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.Sqm672.31672.311314.6FalseNoneNoneFalseNoneFalse883818.7260
3322356116359NoneKona18Supplying and fixing M15 grade precast cement concrete Kerb Stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge.(The cost of PCC shall be paid extra). 300 x300 x 150 mm size. - Kerb StoneMtr476.96476.962054.0FalseNoneNoneFalseNoneFalse979675.840
3322357116359NoneKona19Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Painting Two Coats on New Concrete Surfaces. (PCC Below Kerb)Sqm138.27138.27616.2FalseNoneNoneFalseNoneFalse85201.9740
3322358116359NoneKona20Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges.Nos7434.687434.6812.0FalseNoneNoneFalseNoneFalse89216.160
3322359116359NoneKona21Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding paintingNos941.23941.23320.0FalseNoneNoneFalseNoneFalse301193.60
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17189486840000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17189486840000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17189486840001NoneNoneELIGIBILITYBidders shall ensure upload of relevant documentNone
17189486840000NoneNoneELIGIBILITYIt 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
17189486840000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17189487960000NoneNoneELIGIBILITYAll terms and conditions as per the Tender DocumentNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneExecuted in any one year, the following minimum quantities of work: (80% of the total quantity of the estimates) 1.Earthwork Excavation-113600Cum 2.Cement concrete RCC & PCC-1310Cum 3.TMT Steel- 62Ton 4. Granular Sub base -5900Cum, 5.Wet Mix Macadam-7360Cum 6.Dense Graded Bituminous Macadam- 1500Cum 7.Bituminous Concrete- 740 CumPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneSatisfactorily completed(at least 80% of the contract value), as prime contractor, at least one similar work such as of value not less than Rs. 972.14 LakhsCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneEach Tenderer should further demonstrate: (As per Govt. Circular No. PWD 60 CRM 2021 Dt 08.11.2021) Availability by owning at least 50 % of the required following key and critical equipments for this work (b) the remaining 50 % can be deployed on lease/hire for all works provided, the relevant documents of original Registration RTO Issued RC Book, Tax paid Clearance certificate & Insurance are shown in the verification time (commitment agreements etc.,) for availability for this work are furnished JCB/Hitachi/Excavator - 06 no, Concrete Mixer-02 Nos Tipper-12 Nos Water Tanker- 02 Nos Earth Compactor-02 Nos Smooth Wheeled Vibratory-02 Nos and Tandem roller Hydrostatic Paver-01 NosCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Machinery Invoices
NoneNoneNoneNoneTenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under: Assessed available tender capacity Where A Maximum value of civil engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress N Number of years prescribed for completion of the works for which tenders are invited 0.75 Year. B Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 0.75 year form the probable date of Award of this contract Note The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent. Financial turnover of previous years indicated in clause 3.2 and 3.4 above shall be given a weight of 10% per year to bring them to the price level of 2023-24Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Works on Hand Details
NoneNoneNoneNoneAll documents should be upload as per the Tender DocumentsCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Relevent Document
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. 2019-20, 2020-21, 2021-22, 2022-23 and 2023-24. a) Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs. 2430.34 Lakhs Turnover certificate mandatorily UDI number to be entered.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneliquid assets and /or availability of credit facilities of no less than Rs.243.03 Lakhs (20%) (Credit lines/ letter of credit/ certificates from nationalized banks for meeting the fund requirement etc. in the format to be as prescribed below:Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
Company Registration CertificateTrueTechnical Bid
Work Done CertificateTrueTechnical Bid
Machinery InvoicesTrueTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1718951230000
version0
createdDateNone
modifiedDateNone
blockNumberOffice of the Engineering Member, 1st Floor B Block, BDA Head Office, Bangalore 560020
streetNone
cityBangalore
stateKarnataka
pin560020
tenderRecallDTONone