createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1724216023495
version14
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee4100.00
emd246000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose06-09-2024 10:30:00
tenderQueryClose30-08-2024 17:30:00
technicalBidOpen09-09-2024 11:00:00
publishedDate21-08-2024 17:43:20
publishedByPostKPCL_EE_OLAC_BTPS_BEL
publishedByUserKPE11622 - OMPRAKASH
bidValidityPeriod180
noOfCalls1
preBidMeetingDate29-08-2024 11:00:00
preBidMeetingYnTrue
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonSuryawanshi Omprakash
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber9449599124
tenderSupplierListNone
tenderSchedule
createdTs1724216023539
version10
createdDateNone
modifiedDateNone
tenderNumberKPCL/2024-25/PS/WORK_INDENT1844
titleConstruction of cement concrete apron in front of Unit-1 and 2 ash silos at BTPS Phase-1
descriptionConstruction of cement concrete apron in front of Unit-1 and 2 ash silos at BTPS Phase-1
categoryWORKS
categoryTextWorks
ecv16399053.63
deptNameKarnataka Power Corporation Limited
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location4911
locationNameKPCL Executive Engineer OLAC Office BTPS Bellary
provisionalAmount16400000.0
groupOverheadTotalNone
fileNumberEEOLAC/107
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17242160240000NoneNonePower stationsConstruction of cement concrete apron in front of Unit-1 and 2 ash silos at BTPS Phase-116399053.63
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3823634145552None001Cutting of Trees girth from 300 mm to 600 mm, including removal of stumps and roots of trees backfilling with suitable material to required compactionEach1178.31178.33.0FalseNoneNoneFalseNoneFalse3534.90
3823635145552None002Earth 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 mCum126.4126.44564.0FalseNoneNoneFalseNoneFalse576889.60
3823636145552None003Earth 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 ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 mCum564.65564.65359.0FalseNoneNoneFalseNoneFalse202709.350
3823637145552None004Loosening, 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.Cum130.1130.1531.0FalseNoneNoneFalseNoneFalse69083.10
3823638145552None005Providing and Filling in foundation with granite / trap broken metal 100m and down size & with available pond ash including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per pecifications.Cum2216.62216.6729.0FalseNoneNoneFalseNoneFalse1615901.40
3823639145552None006Providing and laying in position Plain 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 needle vibrators, providing weep holes wherever necesary, 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 otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately)Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregatesCum8331.38331.3450.0FalseNoneNoneFalseNoneFalse3749085.00
3823640145552None007Providing and laying in position Reinforced 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 needle vibrators, providing weep holes wherever necesary, 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 otherappurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum8242.88242.822.0FalseNoneNoneFalseNoneFalse181341.60
3823641145552None008Providing 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, 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.Cum8368.28368.2471.0FalseNoneNoneFalseNoneFalse3941422.20
3823642145552None009Providing and fixing in position 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 500mm. Long and at 200 mm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT , chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.No470.8470.82697.0FalseNoneNoneFalseNoneFalse1269747.60
3823643145552None010Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.m86.7586.751152.0FalseNoneNoneFalseNoneFalse99936.00
3823644145552None011Filler joint - Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weightm59.4559.45486.0FalseNoneNoneFalseNoneFalse28892.70
3823645145552None012Filler joint - Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.m286.2286.2270.0FalseNoneNoneFalseNoneFalse77274.00
3823646145552None013Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-ChargeKg140.0140.01033.0FalseNoneNoneFalseNoneFalse144620.00
3823647145552None014Supplying, 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)Tonne97894.6597894.6524.28FalseNoneNoneFalseNoneFalse2376882.1020
3823648145552None015Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work, 25 mm nominal dia Pipes.m277.55277.5526.5FalseNoneNoneFalseNoneFalse7355.0750
3823649145552None16aProviding and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/ 4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 Mandtory sign-60 cm circularNo5388.45388.42.0FalseNoneNoneFalseNoneFalse10776.80
3823650145552None16bProviding and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/ 4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012.Cautionary sign- 90cm equilateral triangleNo5882.755882.752.0FalseNoneNoneFalseNoneFalse11765.50
3823651145552None16cProviding and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/ 4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012.- information signs-600 X 800 mmNo6820.76820.72.0FalseNoneNoneFalseNoneFalse13641.40
3823652145552None017Construction 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.Cum616.65616.65116.0FalseNoneNoneFalseNoneFalse71531.40
3823653145552None018Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone Boulders including providing Cement mortar 1:6 (1 cement : 6 fine sand) including cost of all materials, labour and usage charges of machinery complete as per the direction of engineer incharge of work.Cum4058.454058.45174.0FalseNoneNoneFalseNoneFalse706170.30
3823654145552None019Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.Sqm1623.11623.1366.0FalseNoneNoneFalseNoneFalse594054.60
3823655145552None020Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-chargeSqm438.6438.6692.0FalseNoneNoneFalseNoneFalse303511.20
3823656145552None021Filling 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.Cum329.55329.55272.0FalseNoneNoneFalseNoneFalse89637.60
3823657145552None022Disposing of excess excavated muck through tippers/tractors to the designated dump yard including labour cost, machineries, transportation etc., and as direction of Engineer-in-chargeCum38.0538.054292.0FalseNoneNoneFalseNoneFalse163310.60
3823658145552None023Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.Cum3005.83005.83.0FalseNoneNoneFalseNoneFalse9017.40
3823659145552None024roviding to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (approx. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide).m204.45204.45396.0FalseNoneNoneFalseNoneFalse80962.20
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17242160240003NoneNoneELIGIBILITYEligible reputed individual/company registered KPWD Class-III and above contractors are eligible to apply and certificate issued by respective department in this regard shall be furnished.None
17242160240001NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17242160240001NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by any State Government / Government of India /Union Territory.None
17242160240000NoneNoneELIGIBILITYIt 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
17242160240000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17242168170000NoneNoneELIGIBILITYThe bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of procurement portal due to internet connectivity issues and technical glitches at bidders end.None
17242168870000NoneNoneELIGIBILITYThe original documents should be produced for verification at any stage of tender process as and when sought for, failing which, the bids are liable for disqualification.None
17242169070000NoneNoneELIGIBILITYRates shall be quoted in price schedule in the website itself.None
17242171580000NoneNoneELIGIBILITYThe tender shall be valid for 180 days from the date of opening.None
17242172080000NoneNoneELIGIBILITYConditional tenders are liable for rejection.None
17242172220000NoneNoneELIGIBILITYThe Bidder shall comply all the GST requirements.None
17242172530000NoneNoneELIGIBILITYThe contractor shall quote his rates inclusive of PF as per the applicable rate as issued by the PF department from time to time and if any variation occurs it shall be paid / refunded by / to the Corporation againstdocumentary evidence.None
17242172780000NoneNoneELIGIBILITYThe bidder shall register himself under section 7 and their worker who will be engaged for the work under section 12 of the building and other construction workers act 1996. If not the successful bidder may do soimmediately before award of work.None
17242173010000NoneNoneELIGIBILITYThe successful bidder shall give an undertaking that they would abide by the provisions of the Employees Provident Fund Act.None
17242173180001NoneNoneELIGIBILITYThe bidder shall obtain insurance coverage for all the workers deployed for this work.None
17242173460000NoneNoneELIGIBILITYThe bidder shall quote his rates inclusive of GST and all other applicable taxes, levies, duties and Building Workers Welfare Cess at 1% etc., as perthe latest GoK and GoI prevailing as on the date of opening of financial bid.None
17242174780000NoneNoneELIGIBILITYKPCL shall recover the Income Tax, building workers welfare cess, at the prevailing applicable rates.None
17242177940000NoneNoneELIGIBILITYThe bidder should take into account the prevailing royalty charge while quoting their rates and shall be deducted from the work bills. The successful bidder shall strictly adhere to Rule 36 & 42 of Karnataka Mineral Concession Rules 1994 & its amendments thereof If the successful bidder/agency fails to furnish documents related to remittance of royalty charges for Coarse aggregate, Fine aggregate, murrum etc., as per Rule 44(4) of Karnataka Mineral Concession (amendment) Rules 2016, following penalty will be recovered from the work bills. (i)A penalty of 5 times the royalty amount or A penalty of Rs.1500/- per ton for building stone and Rs. 3000/- per ton for sand as per Schedule I-C in addition to royalty charges.(ii)A penalty of 30% of total royalty amount and the same will be transferred to District Mineral Foundation Trust as per rule 36(A).None
17242178270000NoneNoneELIGIBILITYThe bidder should maintain register of workers deployed and wages paid for the workers and shall produce the documents whenever called for by the competent authority. Remittance towards PF shall be commensurate with the labour component of the work involved.None
17242178460000NoneNoneELIGIBILITYBidder should have independent PF code. The bidder shall remit PF of labourers to Contractors permanent PF code number only and not to the KPCL PF sub code.None
17242178690000NoneNoneELIGIBILITYIn case the dates notified above declared as holiday, the immediate nextworking day will be reckoned.None
17242178920000NoneNoneELIGIBILITYIf the Bidder makes any alterations in the conditions of the contract or puts any condition of his own, such tenders are liable for rejection.None
17242179170000NoneNoneELIGIBILITYFurther details of the work or any clarifications can be obtained from the office of the Executive Engineer (OLA) Civil, BTPS, KPCL, Kudithini-58315,during office hours. Mobile-91-9449599124.None
17242179310000NoneNoneELIGIBILITYCorrigendum/modification/corrections, if any, will be published in the web site only.None
17242179460000NoneNoneELIGIBILITYThe bidder shall quote item rates on the basis of prevailing market rate.None
17242179620000NoneNoneELIGIBILITYAny variation in labour wages made by the Government from time to time shall be borne by the agency. Any claim towards this variation will not beentertained by KPCL.None
17242180550000NoneNoneELIGIBILITYIn case of death of a contractor after executing the agreement/ commencement of the work, his legal heir (to be intimated at the time of execution of agreement by the successful contractor), if any eligible registered contractor and willing, can execute and complete the work at the accepted tender rates irrespective of the cost of the work after obtaining approval from competent authority.None
17242181260000NoneNoneELIGIBILITYWithin 20 days of receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the Employer a Security deposit in any of the form of DD/BG as per bid for an amount equivalent to 5% of the contract price plus additional security deposit for unbalanced tender (amount put to tender-quoted amount)None
17242181550000NoneNoneELIGIBILITYContract performance guarantee (CPG))/Security deposit (SD) should be valid for 30 days after the date of completion of defect liability periodNone
17242181900000NoneNoneELIGIBILITYThe work completion period is 04 Months (including monsoon) and the Tenderer should maintain work during the defect liability period, which is twelve months from the actual date of completion of the work.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneThe individual tenderer should have satisfactorily completed (at least 90% of the contract value) a single work as a prime contractor of similar nature of work of value not less than Rs.82.00 lakhs in any one year in the preceding five financial years (ie. 2019-20, to 2023-24). The work done certificate issued from State / Central Government / Government under taking from officers not below the rank of Executive Engineer or equivalent cadre shall be furnished. (Weightage of 10% per year will begiven to the cost of completed works of previous years to bring them to the price level of present financial year)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneAssessed available tender capacity (AxNx1.5-B) should be greater than the amount put to tender, were, A-Maximum 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- Numberof years prescribed for completion of the works for which tenders are invited for 0.33 years (4 months). B - Value of existing commitments and on-going works to be completed during the next 0.33 years (4 months). The signed copy of available tender capacity calculation sheet shall be uploaded.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Tender capacity.
NoneNoneNoneNoneThe individual tenderer should have achieved in at least two financial years a minimum annual financial turnover of Rs.327.99 lakhs in the preceding five financial years (ie. 2019-20, to 2023-24). Turnover certificate duly certified by the chartered accountant shall be furnished. (Weightage of 10% per year will be given to the financial turnover of previous years to bring them to the price level of present financial year). On demand original shall be produced for verification.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneNILOthersNIL
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- NIL
NoneNoneNoneNoneNILOthersNIL
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- NIL
NoneNoneNoneNoneNILOthersNIL
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- NIL
NoneNoneNoneNoneNILOthersnil
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- NIL
NoneNoneNoneNoneNILOthersnil
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- NIL
NoneNoneNoneNoneNILOthersNIL
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- NIL
NoneNoneNoneNoneNILOthersnil
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- NIL
NoneNoneNoneNoneNILOthersNIL
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- NIL
NoneNoneNoneNoneNILOthersnil
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- NIL
NoneNoneNoneNoneNILOthersNIL
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- NIL
NoneNoneNoneNoneNILOthersnil
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- NIL
NoneNoneNoneNoneNILOthersnil
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- NIL
NoneNoneNoneNoneScanned Copy of PWD Registration Certificate Class -III and above should be uploadedOthersKPWD Registration Certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- KPWD Registration Certificate Class-III and above.
NoneNoneNoneNoneThe intending bidder executed in any one year of last five financial years i.e.2019-20 to 2023-24 minimum quantity of work Plain/reinforced Cement concrete- 760 Cum TMT steel reinforcement- 19500 KgsOthersMinimum Quantity
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Minimum quantity
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of not less than Rs.49.20 Lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc. (usually the equivalent of the estimated cash flow for three months in the peak construction period)OthersLine of credit
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneAvailability by own/hire machinery for this work. Tipper 2 Nos, Excavator 1 Nos Concrete Mixer 2 Nos.OthersAvailability of machinery
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Availability of machinery
NoneNoneNoneNoneScanned Copy of GST registration certificate should be uploaded.OthersGST registration certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneGST Registration
NoneNoneNoneNoneScanned Copy of PAN Card should be uploadedOthersPAN CARD
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- PAN CARD
NoneNoneNoneNoneScanned Copy of PF registration certificate should be uploaded.OthersValid EPF Certificate
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneValid EPF Certificate
NoneNoneNoneNoneThe duly filled signed copy of qualifying information shall be uploaded.OthersQualifying information
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Qualifying information
NoneNoneNoneNoneThe declarations as mentioned in the tender document shall be uploaded.OthersDeclarations
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Declarations
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
Work Done CertificateTrueTechnical Bid
Assessed tender capacity calculation sheet shall be uploadedTrueTechnical Bid
Equipment capacity declarationTrueTechnical Bid
Line of credit issued by the bankerTrueTechnical Bid
KPWD Class III& above registration certificate.TrueTechnical Bid
Scanned copy of PAN certificate.TrueTechnical Bid
Scanned copy of PF registration certificate.TrueTechnical Bid
Scanned copy of GST registration certificate.TrueTechnical Bid
Qualifying informationTrueTechnical Bid
Declaration as mentioned in the bid shall be uploadeTrueTechnical Bid
Minimum quantity of work shall be uploaded as mentioned in the bidTrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
Power stationsBallariSanduruBellarySANDURBTPS KPCL KUDUTININoneNoneNoneNoneNoneNone
tenderAddress
createdTs1724239226000
version0
createdDateNone
modifiedDateNone
blockNumberEXECUTIVE ENHGINEER(OLA)C BTPS, KPCL KUDUTINI - 583152
streetNone
cityBallari
stateKarnataka
pin583152
tenderRecallDTONone