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noticeInvitingTenderDTO
createdTs1721822360827
version5
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee600.00
emd29875.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose12-08-2024 16:30:00
tenderQueryClose10-08-2024 16:30:30
technicalBidOpen14-08-2024 16:30:00
publishedDate29-07-2024 15:34:39
publishedByPostTMC_CO_MGP
publishedByUserKPE11868 - IRANNA S DADDI
bidValidityPeriod90
noOfCalls2
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnTrue
percentageRateTypeTextNone
contactPersonS M kalaburgi
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber9880888718
tenderSupplierListNone
tenderSchedule
createdTs1721822360830
version20
createdDateNone
modifiedDateNone
tenderNumberDMA/2023-24/RD/WORK_INDENT12865/CALL-2
titlePACKAGE NO 12 (15th UNTIED)-ST
descriptionPACKAGE NO 12 (15th UNTIED)-ST
categoryWORKS
categoryTextWorks
ecv2390000.00
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2222
locationNameDMA Town Municipal Council Mahaligpura
provisionalAmount2390000.0
groupOverheadTotal371238.35
fileNumberTMC/MLP/15FC/UNTIED/P12/2023-24
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17218223610000NoneNoneRoadsWno 04 Construction of Road from Ganapati Maddennavar Home to C K Chinachali School589939.97
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3608680131169Nonecode1Loosening, 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. ( PWD SR 2023-24 Vol-3 , P.No -17 ,I No - 3.7 )Cum108.15108.1559.0FalseNoneNoneFalseNoneFalse6380.850
3608681131169Nonecode2Construction 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. 300-2 ( PWD SR 2023-24 Vol-3 , P.No -17 ,I No - 3.6 )Cum507.79507.7959.0FalseNoneNoneFalseNoneFalse29959.610
3608682131169Nonecode3Wet 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 ( PWD SR 2023-24 Vol-3 , P.No -26 ,I No - 4.17 )Cum2635.772635.7759.0FalseNoneNoneFalseNoneFalse155510.430
3608683131169Nonecode4Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. ( PWD SR 2023-24 Vol-3 , P.No -31 ,I No - 5.1 )Sqm42.2342.23590.0FalseNoneNoneFalseNoneFalse24915.70
3608684131169Nonecode5Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.4% 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 compaction ( PWD SR 2023-24 Vol-3 , P.No -33 ,I No - 5.10(c) )Cum8128.768128.7629.5FalseNoneNoneFalseNoneFalse239798.420
3608685131169Nonecode6Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 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. ( PWD SR 2023-24 Vol-3 , P.No -33 ,I No - 5.10(c) )Cum9042.379042.3714.75FalseNoneNoneFalseNoneFalse133374.95750
17218223610000NoneNoneRoadsWno 15 Construction CC Road from Girimallappa Kaisolagi Home to Sangappa Yedappanavar Home254155.13
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3608686131170Nonecode1Loosening, 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. ( PWD SR 2023-24 Vol-3 , P.No -17 ,I No - 3.7 )Cum108.15108.1519.8FalseNoneNoneFalseNoneFalse2141.370
3608687131170Nonecode2Construction 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. 300-2 ( PWD SR 2023-24 Vol-3, P.No -17, I No - 3.6 )Cum507.79507.7919.8FalseNoneNoneFalseNoneFalse10054.2420
3608688131170Nonecode3Construction 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 For Grading -V Material ( PWD SR 2023-24 Vol-2, P.No -23, I No - 4.1(v))Sqm2561.612561.6114.85FalseNoneNoneFalseNoneFalse38039.90850
3608689131170Nonecode4Providing and laying Cement concrete pavement with 1:2:4 for commercial & residential building floors, hardpaths, footpaths using 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size, including finishing complete as per Engineer incharge ( PWD SR 2023-24 Vol-2 , P.No -59 ,I No - 9.4 )Cum6865.986865.9829.7FalseNoneNoneFalseNoneFalse203919.6060
17218223610001NoneNoneRoadsWno 16 asphlating of road and Construction of CD from JC English Medium School to Danamma Temple676264.16
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3608690131171Nonecode1Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ( PWD SR 2023-24 Vol-1P.No -5 I No - 1.4.1 )Cum249.26249.263.2FalseNoneNoneFalseNoneFalse797.6320
3608691131171Nonecode2Loosening, 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. ( PWD SR 2023-24 Vol-3 , P.No -17 ,I No - 3.7 )Cum108.15108.15107.0FalseNoneNoneFalseNoneFalse11572.050
3608692131171Nonecode3Construction 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. 300-2 ( PWD SR 2023-24 Vol-3 , P.No -17 ,I No - 3.6 )Cum507.79507.79160.5FalseNoneNoneFalseNoneFalse81500.2950
3608693131171Nonecode4Wet 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 ( PWD SR 2023-24 Vol-3 , P.No -26 ,I No - 4.17 )Cum2635.772635.77107.0FalseNoneNoneFalseNoneFalse282027.390
3608694131171Nonecode5Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. ( PWD SR 2023-24 Vol-3 , P.No -31 ,I No - 5.1 )Sqm42.2342.231070.0FalseNoneNoneFalseNoneFalse45186.10
3608695131171Nonecode6Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 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. ( PWD SR 2023-24 Vol-3 , P.No -33 ,I No - 5.10(c)Cum9042.379042.3726.75FalseNoneNoneFalseNoneFalse241883.39750
3608696131171Nonecode7Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material insingle row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6, 450mm Dia ( PWD SR 2023-24 Vol-2 , P.No -59 ,I No - 9.4Mtr2659.462659.465.0FalseNoneNoneFalseNoneFalse13297.30
17218223610001NoneNoneRoadsWno 23 in Kalpad area Asphlating of road and Construction of CD from Raghavendra Badiger Home Pattar Home (Lalsab Temple)498402.39
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3608697131172Nonecode1Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m ( PWD SR 2023-24 Vol-1P.No -5 I No - 1.4.1 )Cum249.26249.262.8125FalseNoneNoneFalseNoneFalse701.043750
3608698131172Nonecode2Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work ( PWD SR 2021-22 Vol-3,P.No -15 I No - 3.1)Cum87.5587.552.8125FalseNoneNoneFalseNoneFalse246.2343750
3608699131172Nonecode3Providing and laying in position Cement Concrete Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. ( PWD SR 2023-24 Vol-1P.No -15 I No - 2.1.3 )Cum6168.676168.670.375FalseNoneNoneFalseNoneFalse2313.251250
3608700131172Nonecode4Providing and laying in 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 necessary, 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. (1 cement : 6 coarse sand) Including formwork of Cement Concrete Drain Walls 35% (PWD SR 2023-24 Vol-2 P.No-9 ,I.No-5.1.1)Cum8792.138792.131.875FalseNoneNoneFalseNoneFalse16485.243750
3608701131172Nonecode5Supplying, 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. All other type of structures ( PWD SR 2023-24 Vol- 1 , P.No-41,I No - 2.11.h)Kg81.3881.3893.75FalseNoneNoneFalseNoneFalse7629.3750
3608702131172Nonecode6Loosening, 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. ( PWD SR 2023-24 Vol-3 , P.No -17 ,I No - 3.7 )Cum108.15108.1572.0FalseNoneNoneFalseNoneFalse7786.80
3608703131172Nonecode7Construction 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. 300-2 ( PWD SR 2023-24 Vol-3 , P.No -17 ,I No - 3.6 )Cum507.79507.79108.0FalseNoneNoneFalseNoneFalse54841.320
3608704131172Nonecode8Wet 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 ( PWD SR 2023-24 Vol-3 , P.No -26 ,I No - 4.17 )Cum2635.772635.7772.0FalseNoneNoneFalseNoneFalse189775.440
3608705131172Nonecode9Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. ( PWD SR 2023-24 Vol-3 , P.No -31 ,I No - 5.1 )Sqm42.2342.23720.0FalseNoneNoneFalseNoneFalse30405.60
3608706131172Nonecode10Providing 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. ( PWD SR 2023-24 Vol-3 , P.No -31 ,I No - 5.1 )Cum10456.5610456.5618.0FalseNoneNoneFalseNoneFalse188218.080
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17218223610000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17218223610000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17218223610000NoneNoneELIGIBILITYBidders 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
17218223610000NoneNoneELIGIBILITYall other conditions are as per Tender DocumentNone
17218223610000NoneNoneELIGIBILITYBidder or Contractor must attach Schedule Tribal Cast CertificateNone
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
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
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
NoneNoneNoneNoneProposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached)NoneNone
NoneNoneNoneNoneEnclose similar nature of work done certificate minimum 25 percentage of estimate cost is to be certificated not less than rank of Executive Engineer, satisfactorily completePast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneTo qualify for award of this contract, each tenderer in its name should have Turnover Certificate in the last five years that is from 2018-19 to 2022-23 attested by CAFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneBidder/Contractors Must attach Valid PWD Registration CertificateOthersBidder/Contractors Must attach Valid PWD Registration Certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneBidders must attach Valid Scheduled Tribe Caste CertificateOthersCaste Certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Bidders must attach Valid Scheduled Tribe Caste Certificate
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Bidder/Contractors Must attach Valid PWD Registration CertificateTrueTechnical Bid
Bidders must attach Valid Scheduled Tribe Caste CertificateTrueTechnical Bid
To qualify for award of this contract, each tenderer in its name should have Turnover Certificate in the last five years that is from 2018-19 to 2022-23 attested by CATrueTechnical Bid
Enclose similar nature of work done certificate minimum 25 percentage of estimate cost that is to be certificated not less than rank of Executive Engineer, satisfactorily completeTrueTechnical Bid
Enclose Nationalized /Scheduled bank DD for difference amount if rates quoted below SR in the name of Chief Officer TMC MahalingpurTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone