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tenderFee520.00
emd20700.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose09-09-2024 17:00:00
tenderQueryClose02-09-2024 17:00:00
technicalBidOpen10-09-2024 17:10:00
publishedDate26-08-2024 16:46:06
publishedByPostTMC_CO_KMPR
publishedByUserKPE13402 - MAHANTESH H BILAGI
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createdTs1724151736949
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tenderNumberDMA/2024-25/RD/WORK_INDENT27359
titleConstruction of BT road from Dr B R Ambedkar arch to Peddamma house and infront of nooriya masidi at 07th ward Construction of BT road from Bindappa house to Nagaraja house and suhas house to toppala channappa school at 11th ward Kamalapura (SC Category)
descriptionConstruction of BT road from Dr B R Ambedkar arch to Peddamma house and infront of nooriya masidi at 07th ward Construction of BT road from Bindappa house to Nagaraja house and suhas house to toppala channappa school at 11th ward Kamalapura (SC Category)
categoryWORKS
categoryTextWorks
ecv2063321.05
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
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location2476
locationNameDMA Town Municipal Council Kamalapur
provisionalAmount2070000.0
groupOverheadTotal323006.6
fileNumberNO/002/TMCKML/SFCCCA/2024-25
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17241517370000NoneNoneRoadsConstruction of BT road from Dr B R Ambedkar arch to Peddamma house and infront of nooriya masidi at 07th ward Construction of BT road from Bindappa house to Nagaraja house and suhas house to toppala channappa school at 11th ward Kamalapura (SC Category)1740314.45
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3820847145365NoneKML01Earth 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 & 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. PWD Common SR 2023-24,Volume 1, Page No:10, Item No:1.17Cum275.1275.145.0FalseNoneNoneFalseNoneFalse12379.50
3820848145365NoneKML02Providing 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. complete For PVC pipes 90mm dia., 6 kg/sqcm & class 3 WS Common SR 2023-24,Volume V, Page No:113, Item No:10.1.6Rmtr308.7308.7150.0FalseNoneNoneFalseNoneFalse46305.00
3820849145365NoneKML03Refilling 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 specifications PWD Common SR 2023-24,Volume 1, Page No:7, Item No:1.10Cum168.0168.037.5FalseNoneNoneFalseNoneFalse6300.00
3820850145365NoneKML04Compacting original ground supporting embankment : Loosening, 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.K P W Department Volume-3 2023-24, Page No: 17 Item No:3.7Cum110.25110.2552.0FalseNoneNoneFalseNoneFalse5733.00
3820851145365NoneKML05Wet 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 K P W Department Volume-3 2023-24, Page No: 26 Item No:4.1.7Cum2686.952686.9541.6FalseNoneNoneFalseNoneFalse111777.120
3820852145365NoneKML06Prime Coat over WMM/WBM : Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means.K P W Department Volume-3 2023-24, Page No: 31 Item No:5.2Sqm55.6555.65847.5FalseNoneNoneFalseNoneFalse47163.3750
3820853145365NoneKML07Bituminous Macadam Grading - I for traffic 20 MSA: Providing and laying Bituminous Macadam with 4060 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 compaction K P W Department Volume-3 2023-24, Page No: 32 Item No:5.6.CCum7835.17835.142.38FalseNoneNoneFalseNoneFalse332051.5380
3820854145365NoneKML08Tack coat on Bituminous surface: Providing 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 broom K P W Department Volume-3 2023-24, Page No: 31 Item No:5.3Sqm12.612.6847.5FalseNoneNoneFalseNoneFalse10678.50
3820855145365NoneKML09Semi Dense Bituminous Concrete : Providing 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 binderVG-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. K P W Department Volume-3 2023-24, Page No: 43 Item No:5.31Cum10659.610659.621.19FalseNoneNoneFalseNoneFalse225876.9240
3820856145365NoneKML10Construction of Subgrade and Earthen Shoulders: Construction 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 K P W Department Volume-3 2023-24, Page No: 19 Item No:3.6Cum517.65517.6522.58FalseNoneNoneFalseNoneFalse11688.5370
3820857145365NoneKML11Road 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. K P W Department Volume-3 2023-24, Page No: 67 Item No:8.15Sqm556.5556.510.4FalseNoneNoneFalseNoneFalse5787.60
3820858145365NoneKML12Earth 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 & 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. PWD Common SR 2023-24,Volume 1, Page No:10, Item No:1.17Cum275.1275.139.0FalseNoneNoneFalseNoneFalse10728.90
3820859145365NoneKML13Providing 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. complete For PVC pipes 90mm dia., 6 kg/sqcm & class 3 WS Common SR 2023-24,Volume V, Page No:113, Item No:10.1.6Rmtr308.7308.7130.0FalseNoneNoneFalseNoneFalse40131.00
3820860145365NoneKML14Refilling 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 specifications PWD Common SR 2023-24,Volume 1, Page No:7, Item No:1.10Cum168.0168.032.5FalseNoneNoneFalseNoneFalse5460.00
3820861145365NoneKML15Compacting original ground supporting embankment : Loosening, 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.K P W Department Volume-3 2023-24, Page No: 17 Item No:3.7Cum110.25110.2580.0FalseNoneNoneFalseNoneFalse8820.00
3820862145365NoneKML16Wet 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 K P W Department Volume-3 2023-24, Page No: 26 Item No:4.1.7Cum2686.952686.9580.0FalseNoneNoneFalseNoneFalse214956.00
3820863145365NoneKML17Prime Coat over WMM/WBM : Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means.K P W Department Volume-3 2023-24, Page No: 31 Item No:5.2Sqm55.6555.65815.0FalseNoneNoneFalseNoneFalse45354.750
3820864145365NoneKML18Bituminous Macadam Grading - I for traffic 20 MSA: Providing and laying Bituminous Macadam with 4060 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 compaction K P W Department Volume-3 2023-24, Page No: 32 Item No:5.6.CCum7835.17835.143.1FalseNoneNoneFalseNoneFalse337692.810
3820865145365NoneKML19Tack coat on Bituminous surface: Providing 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 broom K P W Department Volume-3 2023-24, Page No: 31 Item No:5.3Sqm12.612.6862.0FalseNoneNoneFalseNoneFalse10861.20
3820866145365NoneKML20Semi Dense Bituminous Concrete : Providing 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 binderVG-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. K P W Department Volume-3 2023-24, Page No: 43 Item No:5.31Cum10659.610659.621.55FalseNoneNoneFalseNoneFalse229714.380
3820867145365NoneKML21Construction of Subgrade and Earthen Shoulders: Construction 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 K P W Department Volume-3 2023-24, Page No: 19 Item No:3.6Cum517.65517.658.25FalseNoneNoneFalseNoneFalse4270.61250
3820868145365NoneKML22Road 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. K P W Department Volume-3 2023-24, Page No: 67 Item No:8.15Sqm556.5556.529.8FalseNoneNoneFalseNoneFalse16583.70
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17241517380000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17241517380000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17241517380000NoneNoneELIGIBILITYBidders 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
17241517380000NoneNoneELIGIBILITYIt 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
17241517380000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneTo qualify for award of this contrct each tenderer in its name should have in the Last five years i.e 2019-20 to 2023-24 mandatory Satisfactory completion as a prime contractor for at least one Any construction of work done 25 percent of total cost of works Attested by not below the ranking of Executive Engineer to extend of Rs 05.175 lakhsPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneContract Registration Certificate Registration Certificate issued by PWD officer not below the ranking of Chief engineerCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneAnnual Turnover certificate for last five years 2019-20 to 2023-24certified balance sheet by charted accountant and Achieved in at least any one year an average annual financial turnover Rs 20.70 LakhsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneLiquid assets and or availability of credit facilities of not less than amount Rs.06.21 Lakhs in the form of credit lines or Letter of credit all certificate from Bank for meeting the fundrequired Conditional bankers certificate not accepatableFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneScan copies of original documents of GST Registration certificateFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneGST Registration
NoneNoneNoneNoneSchedule caste certificateOthersSchedule caste certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Schedule caste certificate
NoneNoneNoneNonePan card certificateOthersPan card
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- pan card
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Contract Registration Certificate Registration Certificate issued by PWD officer not below the ranking of Chief engineerTrueTechnical Bid
Annual Turnover certificate for last five years 2019-20 to 2023-24certified balance sheet by charted accountant and Achieved in at least any one year an average annual financial turnover Rs 20.70 LakhsTrueTechnical Bid
To qualify for award of this contrct each tenderer in its name should have in the Last five years i.e 2019-20 to 2023-24 mandatory Satisfactory completion as a prime contractor for at least one Any construction of work done 25 percent of total cost of works Attested by not below the ranking of Executive Engineer to extend of Rs 05.175 lakhsTrueTechnical Bid
Liquid assets and or availability of credit facilities of not less than amount Rs.06.21 Lakhs in the form of credit lines or Letter of credit all certificate from Bank for meeting the fundrequired Conditional bankers certificate not accepatableTrueTechnical Bid
Reserved SC Category CertificateTrueTechnical Bid
GST Registration certificateTrueTechnical Bid
Pan card certificateTrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
RoadsVijayanagaraHosapeteBellaryHOSPETTMC KamalapuraNoneNoneNoneNoneNoneNone
tenderAddressNone
tenderRecallDTONone