createdTsNone
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createdDateNone
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noticeInvitingTenderDTO
createdTs1721367602115
version2
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee2410.00
emd194000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose19-08-2024 16:30:00
tenderQueryClose12-08-2024 16:30:00
technicalBidOpen20-08-2024 17:00:00
publishedDate19-07-2024 11:55:27
publishedByPostBGMUDA_EE_HOD
publishedByUserKPE10111 - SHANKARANAND CHANDRASHEKHAR NAIK
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonPrassana
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08372470342
mobileNumber9535719176
tenderSupplierListNone
tenderSchedule
createdTs1721367602146
version4
createdDateNone
modifiedDateNone
tenderNumberBGMUDA/2024-25/RD/WORK_INDENT39
titleProposed Construction of 400 Mtrs Paver Road and Drains at Shams Colony, Aman Nagar, Belagavi North Constituency
descriptionProposed Construction of 400 Mtrs Paver Road and Drains at Shams Colony, Aman Nagar, Belagavi North Constituency
categoryWORKS
categoryTextWorks
ecv9614366.88
deptNameBelagavi Urban Development Authority
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location1664
locationNameBGMUDA Commissioner Office Belagavi
provisionalAmount9700000.0
groupOverheadTotalNone
fileNumberBUDA39
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17213676020000NoneNoneRoadsProposed Construction of 400 Mtrs Paver Road and Drains at Shams Colony, Aman Nagar, Belagavi North Constituency9614366.88
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3546529128147Nonecode01Earth 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 depthCum117.7117.7504.0FalseNoneNoneFalseNoneFalse59320.80
3546530128147Nonecode02Earth 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 m .Cost of De-watering upto 5 % of (A+B) may be added, where required as sessment for dewatering shall be made as per site conditionCum126.37126.37360.0FalseNoneNoneFalseNoneFalse45493.20
3546531128147Nonecode03Loosening, 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.Cum130.09130.09135.0FalseNoneNoneFalseNoneFalse17562.150
3546532128147Nonecode04Construction 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 workCum587.28587.28636.0FalseNoneNoneFalseNoneFalse373510.080
3546533128147Nonecode05Granular Sub-Base.Plant Mix Method. Construction 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 -IV MaterialCum3119.83119.8352.0FalseNoneNoneFalseNoneFalse1098169.60
3546534128147Nonecode06Providing, 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 .Cum3170.63170.6396.0FalseNoneNoneFalseNoneFalse1255557.60
3546535128147Nonecode07Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.Cum1241.471241.47108.0FalseNoneNoneFalseNoneFalse134078.760
3546536128147Nonecode08Precast Cement Concrete Interlocking Block. Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification)Sqm1438.471438.471760.0FalseNoneNoneFalseNoneFalse2531707.20
3546537128147Nonecode09Providing 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 & 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregateCum7017.697017.6972.0FalseNoneNoneFalseNoneFalse505273.680
3546538128147Nonecode10Providing and laying in position 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 eedle vibrators, providing weep holes wherever necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum7834.197834.19216.0FalseNoneNoneFalseNoneFalse1692185.040
3546539128147Nonecode11Providing and removing centering, shuttering, strutting, propping etc. Foundation, Sub structure of Cross drainagesCum391.7391.796.0FalseNoneNoneFalseNoneFalse37603.20
3546540128147Nonecode12Cement Concrete Drain WallsCum2741.962741.96120.0FalseNoneNoneFalseNoneFalse329035.20
3546541128147Nonecode13Supplying, 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 structuresTonne97894.6297894.6214.4FalseNoneNoneFalseNoneFalse1409682.5280
3546542128147Nonecode14Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other eleterious matter, including dressing of excavated surfaces, disposing off or eveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, onsolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50mMtr599.67599.6748.0FalseNoneNoneFalseNoneFalse28784.160
3546543128147Nonecode15Supplying and laying at site Factory made perforated hard HDPE subsoil drainage pipes pre-wrapped with 150 gsm Geotextile for subsoil drainage ystem including all necessary coupling/ fittings for joints & back filling with aggregates. The pipe shall be manufactured from High Density Polyethylene (HDPE). It shall be extruded into an open lattice wall structure, with 60% of the circumference consisting of open area and a 30% solid area along the invert. The product should satisfy the following parameters as below1. Ring Stiffness as per ISO 9969: 2016 should be 0.8 kN/m2 2. Resistance to Acid with 3% HCl for 24 hrs without mass loss, change in colour, softening, cracking or spalling. 3. Resistance to Alkali with 3% KOH for 24 hrs without without mass loss, change in colour, softening, cracking or spalling.(Excavated material to be utlised in roadway at site ) 200mm dia HDPE pipeMtr2008.412008.4148.0FalseNoneNoneFalseNoneFalse96403.680
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17213676070000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17213676070000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17213676070000NoneNoneELIGIBILITYBidders 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
17213676070000NoneNoneELIGIBILITYIt 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
17213676070000NoneNoneELIGIBILITYEMD 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
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
NoneNoneNoneNoneThe tenderer should have Satisfactorily completed, as prime contractor, at least one similar work of construction/improvement of Road work value not less than Rs.49.00 LakhsPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneExecuted in any one year, the following minimum quantities of work Interlocking Paver Blocks 1409.00 Sqm Wet Mix Macadum/Granular Sub Base 599.00 Cum Steel Reinforcement 11.52 TonnePast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
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, 2022-23,2023-24 Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.194.00 LakhsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneThe intending bidder/firm/company shall furnish details of liquid assets/availability of credit facilities of not less than then equivalent of the estimated cash flow for 3 months in the peak construction period amounting to 30.00 lakhs for meeting the required funds in the foam of credits lines/letter of credit/certificate from any nationalized banks/ scheduled banksFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneBidders should attach Valid PWD Licence Class III and aboveOthersPWD Contractor Licence
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Pwd Licence Class III & above
NoneNoneNoneNoneBidders should enclose self assessed Bid capacityOthersBid Capacity
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Bid Capacity
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateFalseTechnical Bid
Company Registration CertificateFalseTechnical Bid
Reserved Category CertificateFalseTechnical Bid
Small Scale Industries CertificateFalseTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone