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noticeInvitingTenderDTO
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tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyRESERVED
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taxTypeINCLUSIVE_TAX
tenderFee500.00
emd6250.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose14-09-2024 17:30:00
tenderQueryClose13-09-2024 17:30:00
technicalBidOpen16-09-2024 11:30:00
publishedDate29-08-2024 13:36:35
publishedByPostTMC_CO_KRN
publishedByUserKPE22037 - VENKATESH B V
bidValidityPeriod90
noOfCalls2
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnTrue
percentageRateTypeTextNone
contactPersonChandrashekar K R
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createdTs1724854093093
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tenderNumberDMA/2024-25/OW/WORK_INDENT21851/CALL-2
titleConstruction of Retaining Wall at Ward No 02 Right Side of Storm Water Drain Under K R Nagar TMC Limit
descriptionConstruction of Retaining Wall at Ward No 02 Right Side of Storm Water Drain Under K R Nagar TMC Limit
categoryWORKS
categoryTextWorks
ecv423512.04
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2446
locationNameDMA Town Municipal Council K R Nagara
provisionalAmount500000.0
groupOverheadTotalNone
fileNumber05/MF/2024-25
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17248540930000NoneNoneOther WorksConstruction of Retaining Wall at Ward No 02 Right Side of Storm Water Drain Under K R Nagar TMC Limit423512.04
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3874946148616Nonecode01Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. I.No 1.5.2, Pg.No 06 of 2021-22 Year of PWD Vol-3 Common SRCum458.35458.3533.6FalseNoneNoneFalseNoneFalse15400.560
3874947148616Nonecode02Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. I.No 14.1, Pg.No 129 of 2023-24 Year of PWD Vol-3 Common SRCum1969.361969.3613.44FalseNoneNoneFalseNoneFalse26468.19840
3874948148616Nonecode03Providing 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 and down size graded crushed coarse aggregates) Pg.No 15, SL.No 2.1 & 2.1.3 of 2023-24 Year PWD Volume I Common SRCum6168.676168.675.04FalseNoneNoneFalseNoneFalse31090.09680
3874949148616Nonecode04Providing 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 achine mixed with super plasti cisers, laid in layers not exceeding 150 mm thickness, well compacted using needle vibrators, providing weep holes wherever necesary, in cluding 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) (M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates). I.No 2.3.1, Pg.No 16 of 2023-24 Year of PWD Volume I Common SRCum6838.326838.3213.92FalseNoneNoneFalseNoneFalse95189.41440
3874950148616Nonecode05Supplying, 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. I.No 2.11a, Pg.No 18 of 2023-24 Year of PWD Vol-I Common SRTonne92140.7192140.711.67FalseNoneNoneFalseNoneFalse153874.98570
3874951148616Nonecode06Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Pg.No 07, I.No 1.9 of 2023-24 Year of Volume I PWD SRCum273.98273.989.18FalseNoneNoneFalseNoneFalse2515.13640
3874952148616Nonecode07Earth 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, I.No 1.12, Pg.No 8 of 2023-24 Year of Volume I PWD SRCum97.8597.8510.0FalseNoneNoneFalseNoneFalse978.50
3874953148616Nonecode08Loosening, 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. Pg.No 17, I.No 3.7 of 2023-24 Year of PWD Volume 3 Roads and Bridge SRCum108.15108.157.5FalseNoneNoneFalseNoneFalse811.1250
3874954148616Nonecode09Construction of Subgrade and earthen Shoulders- Construction of Subgrade 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 requirnment of Table No 300-2 (I.No 3.6, P.No 17 2023-24 Year of Volume III PWD SRCum507.79507.7942.75FalseNoneNoneFalseNoneFalse21708.02250
3874955148616Nonecode10Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base 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, Pg.No 26, I.No 4.17 of 2023-24 Year of Volume III PWD SRCum2635.772635.777.13FalseNoneNoneFalseNoneFalse18793.04010
3874956148616Nonecode11Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. I.No 16.27, Pg.No 148 of 2023-24 Year PWD Vol-III Roads and Bridge Common SRCum6707.366707.367.13FalseNoneNoneFalseNoneFalse47823.47680
3874957148616Nonecode12Crack Groove Cutting: Groove shall be cut using hand held electrically operated concrete cutting machine of size of 50 mm wide and 75 mm deep on each side of the crack to form as "V" groove all along the crack to fill the polyester resin/ Epoxy putty (horizontal and vertical cracks). After the groove cutting, the concrete shall be removed from the groove using the pneumatic concrete chipping machine to form "V" groove. The item includes the cost of hire charges for all machineries, tools and barges and all labour charges etc., complete. I.No 10, Pg.No 161 of 2023-24 Year of PWD Voli-III Common SRMtr772.5772.510.0FalseNoneNoneFalseNoneFalse7725.00
3874958148616Nonecode13Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work Pg.No 15, I.No 3.11 of 2021-22 Year of PWD Volume III Roads and Bridge SRCum32.9632.9634.42FalseNoneNoneFalseNoneFalse1134.48320
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17248540930000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17248540930000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17248540930000NoneNoneELIGIBILITYBidders 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
17248540930000NoneNoneELIGIBILITYIt 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
17248540930000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17248540930000NoneNoneELIGIBILITYBidder should be Pay Difference amount in the name Chief Officer, Town Municipal Council, KR NagarNone
17248540930000NoneNoneELIGIBILITYUpload all relevant documents as per tender documentNone
17248540930000NoneNoneELIGIBILITYThe Authority Reserves right to accept or rejection or any other tender without giving any reasonNone
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createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneAnnual Turn Over CertificateFinancial StatusNone
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NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneBanker CertificateFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneCaste CertificateOthersCaste Certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Caste Certificate
NoneNoneNoneNoneDomicle Registration CertificateOthersDomicle Registration Certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Domicle Registration Certificate
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PWD Registration CertificateTrueTechnical Bid
Annual Turnover CertificateTrueTechnical Bid
Banker CertificateTrueTechnical Bid
Work Done CertificateTrueTechnical Bid
Reserved Category CertificateTrueTechnical Bid
Domicile / Residential CertificateTrueTechnical Bid
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