createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1725707548661
version4
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee5000.00
emd300000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose17-09-2024 17:30:00
tenderQueryClose09-09-2024 15:00:00
technicalBidOpen19-09-2024 10:00:01
publishedDate08-09-2024 09:24:46
publishedByPostBBMP_EE_YEL_MR
publishedByUserKPE18870 - NAGAPPA KAMATI
bidValidityPeriod180
noOfCalls1
preBidMeetingDate09-09-2024 16:00:00
preBidMeetingYnTrue
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonNagappa Kamati
splitEmdRequiredYnNone
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber9916418194
tenderSupplierListNone
tenderSchedule
createdTs1725707548694
version7
createdDateNone
modifiedDateNone
tenderNumberBBMP/2024-25/RD/WORK_INDENT3842
titleConstruction of Pipeline works Haj Bhavan at Thanisandra main road
descriptionConstruction of Pipeline works Haj Bhavan at Thanisandra main road
categoryWORKS
categoryTextWorks
ecv25000000.01
deptNameBruhat Bengaluru Mahanagara Palike
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnFalse
location928
locationNameBBMP Yelahanka Major Roads
provisionalAmount25000000.0
groupOverheadTotal5040837.08
fileNumberEE/RI/YNK/TEND/01/2024-25
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17257075490001NoneNoneRoadsConstruction of Pipeline works Haj Bhavan at Thanisandra main road19959162.93
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3940066152402None1.0Removing and resetting of precast kerb stones fixed with CM 1:3 fixed and finished in line as per direction of Engineer in charge-The cost of PCC shall be paid extram38.538.5397.0FalseNoneNoneFalseNoneFalse15284.50
3940067152402None2.0Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and leadm24.224.2156.0FalseNoneNoneFalseNoneFalse3775.20
3940068152402None3.0PCC M15 grade for kerb basem262.9262.9553.0FalseNoneNoneFalseNoneFalse145383.70
3940069152402None4.0Supplying 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 x 250 x 100 mm sizem333.3333.3156.0FalseNoneNoneFalseNoneFalse51994.80
3940070152402None5.0Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacesSqm119.9119.9276.5FalseNoneNoneFalseNoneFalse33152.350
3940071152402None6.0Removing and resetting of drain coversSqm258.5258.5476.4FalseNoneNoneFalseNoneFalse123149.40
3940072152402None7.0Removing and Staking slab of DrainSqm129.8129.8187.2FalseNoneNoneFalseNoneFalse24298.560
3940073152402None8.0Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately- By Mechanical Means- Bituminous courseCum354.2354.2995.4FalseNoneNoneFalseNoneFalse352570.680
3940074152402None9.0Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings and bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools and other appurtenaces required to complete the work.Cum266.2266.2447.93FalseNoneNoneFalseNoneFalse119238.9660
3940075152402None10.0Providing and laying 100mm thick pre-cast cover slabs over Road side drains - utility ducts - Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 at 6kg-m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.Sqm1287.01287.0187.2FalseNoneNoneFalseNoneFalse240926.40
3940076152402None11.0Earth 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 and 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 mCum288.2288.21455.0FalseNoneNoneFalseNoneFalse419331.00
3940077152402None12.0Earth 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 and 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. Depth exceeding 1.5 m, but not exceeding 3 mCum364.1364.11455.0FalseNoneNoneFalseNoneFalse529765.50
3940078152402None13.0Earth 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 and 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. Depth exceeding 3.0 m, but not exceeding 4.50 mCum528.0528.0291.0FalseNoneNoneFalseNoneFalse153648.00
3940079152402None14.0Hard rock (blasting prohibited) Depth upto 1.50 mCum1115.41115.4204.0FalseNoneNoneFalseNoneFalse227541.60
3940080152402None15.0Hard rock (blasting prohibited) Depth exceeding 1.5 m, but not exceeding 3 mCum1232.01232.0204.0FalseNoneNoneFalseNoneFalse251328.00
3940081152402None16.0Hard rock (blasting prohibited) Depth exceeding 3 m, but not exceeding 4.50 mCum1315.61315.640.8FalseNoneNoneFalseNoneFalse53676.480
3940082152402None17.0Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 407 to form a layer of sub-base-Base By Mixing in Plant method ii) For 37.5 mm maximum sizeCum2711.52711.51587.19FalseNoneNoneFalseNoneFalse4303665.6850
3940083152402None18.0Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. By Mixing in Plant method -For Grading -V MaterialCum2594.92594.9165.9FalseNoneNoneFalseNoneFalse430493.910
3940084152402None19.0Providing, 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. By Mixing in Plant methodCum2814.92814.9276.5FalseNoneNoneFalseNoneFalse778319.850
3940085152402None20.0Providing and laying in position 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 and lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregatesCum6838.76838.725.65FalseNoneNoneFalseNoneFalse175412.6550
3940086152402None21.0Laying Reinforced cement concrete pipe NP4-prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets ii. 900 mm diam8124.68124.6553.0FalseNoneNoneFalseNoneFalse4492903.80
3940087152402None22.0Providing and laying in Cement Concrete for all Basement and 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 necessary, including all lead and 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.Cum7128.07128.017.11FalseNoneNoneFalseNoneFalse121960.080
3940088152402None23.0Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works and 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 and lifts, cost of all materials, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates For Wall ConcreteCum7527.37527.394.05FalseNoneNoneFalseNoneFalse707942.5650
3940089152402None24.0Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Cum124.3124.316571.04FalseNoneNoneFalseNoneFalse2059780.2720
3940090152402None25.0Prime Coat over WMM-WBM 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.Sqm45.145.11106.0FalseNoneNoneFalseNoneFalse49880.60
3940091152402None26.0Providing 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, at 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.Cum10054.010054.055.3FalseNoneNoneFalseNoneFalse555986.20
3940092152402None27.0Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg-m2 on the prepared bituminous surface cleaned with mechanical broomSqm13.213.24147.5FalseNoneNoneFalseNoneFalse54747.00
3940093152402None28.0Providing and laying Bituminous Concrete with 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, at 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 respectsCum12479.512479.5165.9FalseNoneNoneFalseNoneFalse2070349.050
3940094152402None29.0Supplying, 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.Tonne94826.694826.64.36FalseNoneNoneFalseNoneFalse413443.9760
3940095152402None30.0Supplying, 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.Tonne95076.395076.38.28FalseNoneNoneFalseNoneFalse787231.7640
3940096152402None31.0Taking output 18t load and lead 10 km=180t.km Average weight of earth 10Tonne-Km for 10 Km -18x10x7-14 and Loading and Unloading of Stone Boulder-Stone aggregates- Sand-Kankar-Moorum-Tipper 14 m3Cum193.6193.61094.94FalseNoneNoneFalseNoneFalse211980.3840
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17257075500000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17257075500000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17257075500000NoneNoneELIGIBILITYBidders 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
17257075500000NoneNoneELIGIBILITYIt 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
17257075500000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17257078800000NoneNoneELIGIBILITYOther Documents as per KW-4None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneMinimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)NoneNone
NoneNoneNoneNoneSatisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender)NoneNone
NoneNoneNoneNoneExecuted in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction)NoneNone
NoneNoneNoneNoneTenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNoneNone
NoneNoneNoneNoneTenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNoneNone
NoneNoneNoneNoneOwning the following key and critical equipment for this work (xxxx, xxxx, xxxx)NoneNone
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period)NoneNone
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)NoneNone
NoneNoneNoneNoneList of existing commitments and ongoing worksNoneNone
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneBanker Details for referenceNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNoneNone
NoneNoneNoneNoneQualification 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 awardedNoneNone
NoneNoneNoneNoneList of Financial Resources with CertificatesNoneNone
NoneNoneNoneNonesatisfactorily completed (at least 50% of the contract value) as prime contractor, at least one similar work such as asphalting ,drain, footpath works of value not less than Rs.99.80 LakhsPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneExecuted in any one year, the following minimum quantities of work- Earthwork Cum-2560.80, NP4 piles- Rmt-376, Structural steel- Kg-6525, RCC- Cum-110.25, TMT- T-10.11, WMM-Cum- 221.2.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneAvailability by owning critical equipment and at least 50% of the required/specified key equipment for this work and the remaining 50% can be deployed on lease/hire basis for all works provided the relevant documents (commitment agreements etc.) for availability for this work are furnished. List of Equipments- Excavator-lease-1 No, Tipper -lease-2NoCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Lease documents and RC details of vehicle or purchase deatils
NoneNoneNoneNoneTo qualify for award of this contract, each Tenderer in its name should have in the last five years-2019-20 to 2023-24. Achieved in at least two financial years a minimum financial turnover-in all classes of civil engineering construction works only -of Rs.399.20 LakhsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of not less than Rs.60.00 Lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneContractor/ agency LicenceOthersContractor/agency details
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
Company Registration CertificateTrueTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1725710017000
version0
createdDateNone
modifiedDateNone
blockNumberoffice of the Engineer in Chief, BBMP head office, 1st floor, annexure-2 building, N.R. Square, Bengaluru-560002
streetNone
cityBengaluru
stateKarnataka
pin560002
tenderRecallDTONone