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noticeInvitingTenderDTO
createdTs1726318775077
version6
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee3530.00
emd180000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose26-09-2024 16:00:00
tenderQueryClose23-09-2024 16:00:00
technicalBidOpen27-09-2024 16:15:00
publishedDate18-09-2024 17:28:26
publishedByPostKNNL_EE_DIV_BLIS_AFZP
publishedByUserKPE16982 - SANTOSH KUMAR SAJJAN
bidValidityPeriod180
noOfCalls1
preBidMeetingDate20-09-2024 11:00:00
preBidMeetingYnTrue
preQualificationBidOpenNone
denominationTypePERCENTAGE
denominationTypeTextPercentage
retenderedYnNone
percentageRateTypeTextSingle Rate
contactPersonPrasad AE
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber7019071191
tenderSupplierListNone
tenderSchedule
createdTs1726318775113
version6
createdDateNone
modifiedDateNone
tenderNumberKNNL/2024-25/RD/WORK_INDENT1492
titleConstruction of CDs Entrance Arch and Formation of Road from Kalaburagi Vijayapur Road to Kadlewad Joining Road and Construction of C C Road From Kadlewad Road to Hanuman Temple at Devangaon Village in Almel Taluka Vijayapur District under BLIS
descriptionConstruction of CDs Entrance Arch and Formation of Road from Kalaburagi Vijayapur Road to Kadlewad Joining Road and Construction of C C Road From Kadlewad Road to Hanuman Temple at Devangaon Village in Almel Taluka Vijayapur District under BLIS
categoryWORKS
categoryTextWorks
ecv14098550.83
deptNameKarnataka Neeravari Nigam Limited
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location3955
locationNameKNNL Division BLIS Div Afzalpur
provisionalAmount14100000.0
groupOverheadTotal2150626.4
fileNumberAEEGNP4/2701
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17263187750000NoneNoneRoadsConstruction of CDs Entrance Arch and Formation of Road from Kalaburagi Vijayapur Road to Kadlewad Joining Road and Construction of C C Road From Kadlewad Road to Hanuman Temple at Devangaon Village in Almel Taluka Vijayapur District under BLIS11947924.43
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4008883155168Nonecode01BT Road: Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (CSR 2021-22 Vol-3 I.No. 3.3)Sqm35.735.73850.0FalseNoneNoneFalseNoneFalse137445.00
4008884155168Nonecode02Construction 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 work (PWD CSR 2021-22 Vol-1 P.No. 7 I.No. 1.8)Cum422.1422.12040.0FalseNoneNoneFalseNoneFalse861084.00
4008885155168Nonecode03Construction 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 (CSR 2021-22 Vol-3 I.No. 3.6)Cum433.65433.65560.0FalseNoneNoneFalseNoneFalse242844.00
4008886155168Nonecode04Construction of Granular Sub-Base for Grading-V Material 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 (CSR 2021-22 Vol-3 I.No. 4.1av)Cum2464.352464.35385.0FalseNoneNoneFalseNoneFalse948774.750
4008887155168Nonecode05Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (Plant Mix Method) 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 (CSR 2021-22 Vol-3 I.No. 4.17)Cum2513.72513.7385.0FalseNoneNoneFalseNoneFalse967774.50
4008888155168Nonecode06Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m² on the prepared bituminous surface cleaned with mechanical broom (PWD CSR 2021-22 Vol-3 P.No. 145 I.No. 21A3)Sqm13.6513.653850.0FalseNoneNoneFalseNoneFalse52552.50
4008889155168Nonecode07Providing 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 (CSR 2021-22 Vol-3 I.No. 5.31)Cum11107.9511107.9596.25FalseNoneNoneFalseNoneFalse1069140.18750
4008890155168Nonecode08Reinforced cement concrete M15 grade ordinary kilometer stone (precast) of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (CSR 2021-22 Vol-3 I.No. 8.16ii)No.2566.22566.22.0FalseNoneNoneFalseNoneFalse5132.40
4008891155168Nonecode09Painting over 10 cm width lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164:2015 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (CSR 2021-22 Vol-3 I.No. 8.14i)Sqm161.7161.7190.0FalseNoneNoneFalseNoneFalse30723.00
4008892155168Nonecode10C.C. ROAD & DRAIN: Earth work excavation for pipeline trenches in all kinds of soils up to 1.50 m depth 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, utilizing the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata (CSR 2021-22 Vol-1 I.No. 1.17.1)Cum285.6285.61092.5FalseNoneNoneFalseNoneFalse312018.00
4008893155168Nonecode11Construction 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 appurtenances required to complete the work (PWD CSR 2021-22 Vol-1 P.No. 7 I.No. 1.8)Cum422.1422.1655.5FalseNoneNoneFalseNoneFalse276686.550
4008894155168Nonecode12Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (Plant Mix Method) 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 (CSR 2021-22 Vol-3 I.No. 4.17)Cum2513.72513.7250.0FalseNoneNoneFalseNoneFalse628425.00
4008895155168Nonecode13Providing 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 CSR 2021-22 Vol-1 P.No. 15 I.No. 2.1.3)Cum5831.75831.7218.5FalseNoneNoneFalseNoneFalse1274226.450
4008896155168Nonecode14Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The super-plastisiser confirming to IS 9103-1999 Reaffirmed-2008, Coarse aggregates and Fine aggregate confirming to IS: 383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer-in-charge of the work. (Groove cutting shall be paid separately) (CSR 2021-22 Vol-3 I.No. 6.6)Cum6837.66837.6147.75FalseNoneNoneFalseNoneFalse1010255.40
4008897155168Nonecode15Providing and laying in position cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 needle 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 (CSR 2021-22 Vol-1 I.No. 2.4.2)Cum6767.716767.71335.0FalseNoneNoneFalseNoneFalse2267182.850
4008898155168Nonecode16ARCH: Earth work excavation for foundation by mechanical means in in ordinary/ soft rock without blasting upto 1.5 m depth 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 appurtenances required to complete the work (CSR 2021-22 Vol-1 I.No. 1.15.1)Cum285.6285.672.0FalseNoneNoneFalseNoneFalse20563.20
4008899155168Nonecode17Providing 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 CSR 2021-22 Vol-1 P.No. 15 I.No. 2.1.3)Cum5466.35466.37.2FalseNoneNoneFalseNoneFalse39357.360
4008900155168Nonecode18Providing and laying in position cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 needle 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 (CSR 2021-22 Vol-1 I.No. 2.4.2)Cum6767.716767.7130.75FalseNoneNoneFalseNoneFalse208107.08250
4008901155168Nonecode19Providing and laying in position cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 needle 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 (CSR 2021-22 Vol-1 I.No. 2.4.2)Cum10652.8810652.884.05FalseNoneNoneFalseNoneFalse43144.1640
4008902155168Nonecode20Providing and laying in position cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 needle 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 (CSR 2021-22 Vol-1 I.No. 2.4.2)Cum9399.69399.60.72FalseNoneNoneFalseNoneFalse6767.7120
4008903155168Nonecode21Providing and laying in position cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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 needle 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 (CSR 2021-22 Vol-1 I.No. 2.4.2)Cum9086.289086.280.8FalseNoneNoneFalseNoneFalse7269.0240
4008904155168Nonecode22Supplying, fitting and placing TMT Fe550 and above reinforcement in foundation/ sub-structure/ super-structure complete as per drawing and technical specifications (PWD CSR 2021-22 Vol-3 P.No. 71 I.No. 9.3)Tonne84311.8584311.853.63FalseNoneNoneFalseNoneFalse306052.01550
4008905155168Nonecode23Earth work excavation for foundation by mechanical means for all works in ordinary soft rock without blasting up to 1.50 m depth as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, includingt dressing of excavated surfaces, Disposing of or leveling the excavated earth or sorting and stacking the selected earth for reuse in a radius of 50m and lift upto 1.5m including cost of labour, tools, usage of machinery and other appurtenances required to complete the work.Cum285.6285.697.02FalseNoneNoneFalseNoneFalse27708.9120
4008906155168Nonecode24Providing and laying in position plain cement concrete Mix 1:4:8( M5) 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 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)Cum5466.35466.38.06FalseNoneNoneFalseNoneFalse44058.3780
4008907155168Nonecode25Providing and laying in position cement concrete mix 1:2:4 (M15) using 20 mm nominal size graded crushed coarse aggregates 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 needle 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 (CSR 2021-22 Vol-1 I.No. 2.4.1)Cum6174.06174.010.84FalseNoneNoneFalseNoneFalse66926.160
4008908155168Nonecode26Providing and laying in position cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all super structures of building, Road works, water works, irrigation works & 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 & 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 (CSR 2021-22 Vol-1 I.No. 2.5.1)Cum7010.397010.3988.57FalseNoneNoneFalseNoneFalse620910.24230
4008909155168Nonecode27Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications (PWD CSR 2021-22 Vol-3 page No-71 I No-9.3).Tonne84311.8584311.852.16FalseNoneNoneFalseNoneFalse182113.5960
4008910155168Nonecode28Providing and laying 1000 mm dia reinforced cement concrete pipe NP3 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 Clause 1101.6 (CSR 2021-22 Vol-3 I.No. 16.15b)Mtr6459.66459.645.0FalseNoneNoneFalseNoneFalse290682.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17263187760000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17263187760000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17263187760000NoneNoneELIGIBILITYBidders 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
17263187760000NoneNoneELIGIBILITYIt 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
17263187760000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17263188260000NoneNoneELIGIBILITYAll conditions mentioned in notification and DTP published in the e-portal.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
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 bidder should Upload Copy of the Valid KPWD (Civil) Licence Class-I or above registration certificate with validity.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneThe bidder should have satisfactorily completed at least One Similar Nature of work to value of not less than 50 percent of the cost of the work put to tender, i.e. (Rs.59.74 Lakhs) in any one year during previous five years (i.e. 2019-20 to 2023-24). Necessary work done certificate issued by an officer not below rank of Executive Engineer is to be uploaded with technical bid. The cost will be updated to present value by giving weightage of 10 percent for each year, if work is completed prior to 2024-25.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneThe intending bidder should have executed following minimum quantities of the work/items during any ONE year of the last 5 financial years i.e. 2019-20 to 2023-24.1. Earth work Excavation/ Embankment is 3478 cum,2. GSB is 308 cum,3. Providing, fabricating and placing reinforcement steel bars is 1.73 Tonne, 4. RCC/PCC is 605 cum, 5. WMM is 308 cum.Past ExperienceSite visit certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneEPF Registration Certificate along with latest paid challans.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneValid EPF Certificate
NoneNoneNoneNoneThe Bidder should have achieved a Financial Turn-over of not less than TWICE the Amount put to tender i.e (Rs.238.96 Lakhs) in any of the TWO Financial years during the last 5 years, i.e, 2019-20 to 2023-24. Audit profit and loss account certified by a practicing charted accountant, the turnover will be updated to the present value by giving a weightage of 10% for each year prior to 2024-25.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneValid copy of GST Registration certificate along with latest paid challans.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneGST Registration
NoneNoneNoneNoneCopy of the latest income tax return filed for financial year mentioning the PAN No.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
NoneNoneNoneNoneThe requisite EMD in electronic cash.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- The requisite EMD in electronic cash.
NoneNoneNoneNoneThe intending bidder should furnish Liquid assets and /or availability of credit facilities of Minimum Rs. (30 percent of the amount put to Tender) i.e. (Rs.35.84 Lakhs), (Credit lines/letter of credit/ certificates from nationalized banks for meeting the fund requirement.Financial StatusBid Capacity
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneThe bidder should submit Scanned signature of the bidder or authorized representative in case of a firm or company to be attached to the bid document. Also in case of authorized representative, scanned copy of power of attorney should be uploaded.OthersScanned Signature on Letter Head
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Scanned Signature on Letter Head
NoneNoneNoneNoneTenderers who meet above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than total tender value. Available tender capacity will be calculated as Assessed available tender capacity is (AXNX1.5 - B) Where, A is Max value of works executed in any one year during the last five years updated to 2024-25 price level taking into account the completed as well as works in progress. N is No. of years prescribed for completion of the works for which tenders are invited for 06 months. B is Value, at 2024-25 price level, of existing commitments and on-going works to be completed during the next 06 Months. (Period of completion of the works for which tenders are invited)OthersBid Capacity
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Bid Capacity
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
The bidder should Upload Copy of the Valid KPWD Civil License Class-I & above registration certificate with validity.TrueTechnical Bid
EPF Registration Certificate along with latest paid challans.TrueTechnical Bid
The bidder should have satisfactorily completed at least One Similar nature of work to value of not less than 50 percent of cost of work put to tender, i.e. Rs.59.74 Lakhs in any one year during previous five years i.e. 2019-20 to 2023-24. Necessary work done certificate issued by an officer not below rank of Executive Engineer is to be uploaded with technical bid. The cost will be updated to present value by giving weightage of 10 percent for each year, if work is completed prior to 2024-25.TrueTechnical Bid
The Bidder should have achieved a Financial Turn-over of not less than TWICE the Amount put to tender i.e Rs.238.96 Lakhs in any of the TWO Financial years during the last 5 years, i.e, 2019-20 to 2023-24. Audit profit and loss account certified by a practicing charted accountant, the turnover will be updated to the present value by giving a weightage of 10 percent for each year prior to 2024-25.TrueTechnical Bid
Valid copy of GST Registration certificate along with latest paid challans.TrueTechnical Bid
Copy of the latest income tax return filed for financial year mentioning the PAN No.TrueTechnical Bid
The requisite EMD in electronic cash.TrueTechnical Bid
The bidder should submit Scanned signature of the bidder/authorized representative in case of a firm or company to be attached to the bid document. Also in case of authorized representative, scanned copy of power of attorney should be uploaded.TrueTechnical Bid
The intending bidder should furnish Liquid assets and /or availability of credit facilities of Minimum Rs. 30 percent of the amount put to Tender i.e. Rs.35.84 Lakhs, Credit lines/letter of credit/ certificates from nationalized banks for meeting the fund requirement.TrueTechnical Bid
Tenderers who meet above specified minimum qualifying criteria will only be qualified, if their available tender capacity is more than total tender value.Its calculated as AXNX1.5-B, Where, A is Max value of works executed in any 1 year during last 5 years updated to 2024-25 price level, N is No. of years prescribed for completion of works for which tenders are invited for 06 months. B is Value at 2024-25 price level, of existing commitments and ongoing works to be done during next 06 Months.TrueTechnical Bid
The tenderer at his own Responsibility and Risk is encouraged to visit and examine the site of work and shall upload the certificate issued by the Executive engineer or Assistant Executive engineer of BLIS Afzalpur, site visited certificate to be obtained before the submission of tender.TrueTechnical Bid
The intending bidder should have executed following minimum quantities of the work/items during any ONE year of the last 5 financial years i.e. 2019-20 to 2023-24.1. Earth work Excavation/ Embankment is 3478 cum,2. GSB is 308 cum,3. Providing, fabricating and placing reinforcement steel bars is 1.73 Tonne, 4. RCC/PCC is 605 cum, 5. WMM is 308 cum.TrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
RoadsNoneNoneNoneNoneEE KNNL BLIS DIV AFZALPURNoneNoneNoneNoneNoneNone
tenderAddress
createdTs1726657479000
version0
createdDateNone
modifiedDateNone
blockNumberoffice of Executive Engineer, KNNL, BLIS Division, Afzalpur.
streetNone
cityAfzalpur
stateKarnataka
pin585301
tenderRecallDTONone