createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1727519165915
version3
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd43000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose09-10-2024 16:00:00
tenderQueryClose08-10-2024 17:00:00
technicalBidOpenNone
publishedDate28-09-2024 16:01:49
publishedByPostRDPR_EE_DIV_CKD
publishedByUserKPE10445 - PRAVEEN MATHAPATI
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonSUBHAM KOLI
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08338272131
mobileNumber8197629009
tenderSupplierListNone
tenderSchedule
createdTs1727519165969
version4
createdDateNone
modifiedDateNone
tenderNumberRDPR/2024-25/BD/WORK_INDENT9319
titleCONSTRUCTION OF OFFICE/GODOWN BUILDING OF SHREE SIDDESHWAR MULTIPERPOSE PRIMERY AGREECULTURE COLLABRATIVE ASSOCIATION NI KERUR IN CHIKKODI TALUKA
descriptionCONSTRUCTION OF OFFICE/GODOWN
categoryWORKS
categoryTextWorks
ecv1691524.79
deptNameRural Development and Panchayat Raj Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location828
locationNameRDPR Division Office Chikkodi
provisionalAmount2000000.0
groupOverheadTotalNone
fileNumberPKPS/KERUR/BUILD/2024-25
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17275191660000NoneNoneBuildingsCONSTRUCTION OF OFFICE/GODOWN BUILDING OF SHREE SIDDESHWAR MULTIPERPOSE PRIMERY AGREECULTURE COLLABRATIVE ASSOCIATION NI KERUR IN CHIKKODI TALUKA1691524.79
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4101163159787Nonecode01Earth work in surface excavation by mechanical means for lowering & levelingthe ground for all works other than foundation in all kinds of soils & upto depthnot exceeding 300mm as per drawing and technical specifications, includingsetting out, shoring, strutting, barricading, caution lights, removal of stumpsand other deleterious matter including dressing of excavated surfaces, disposingoff or levelling the excavated earth or sorting & stacking the selected earth forreuse 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 depth Complete as per direction of Engineer in charge.Sqm99.7599.75125.4FalseNoneNoneFalseNoneFalse12508.650
4101164159787Nonecode02Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated 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 1.5m including cost of labour, tools, usage of machinery & other appurtenacesrequired to complete the work In all kinds of soils Depth upto 3 m Complete as per direction of Engineer in charge.Cum107.1107.141.04FalseNoneNoneFalseNoneFalse4395.3840
4101165159787Nonecode03Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/ trap/basalt crushed graded coarse aggregates and fne 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 specifcations. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Complete as per direction of Engineer in charge.Cum6288.456288.456.39FalseNoneNoneFalseNoneFalse40183.19550
4101166159787Nonecode04Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Complete as per direction of Engineer in charge.Cum6652.86652.89.72FalseNoneNoneFalseNoneFalse64665.2160
4101167159787Nonecode05Formwork & Centring Charges @ 8%. Complete as per direction of Engineer in charge.Cum532.22532.229.72FalseNoneNoneFalseNoneFalse5173.17840
4101168159787Nonecode06Providing 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 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Complete as per direction of Engineer in charge.Cum6652.86652.84.36FalseNoneNoneFalseNoneFalse29006.2080
4101169159787Nonecode07Formwork & Centring Charges @70% Complete as per direction of Engineer in charge.Cum4656.964656.960.81FalseNoneNoneFalseNoneFalse3772.13760
4101170159787Nonecode08Formwork & Centring Charges @50% Complete as per direction of Engineer in charge.Cum3326.43326.43.55FalseNoneNoneFalseNoneFalse11808.720
4101171159787Nonecode09Providing and laying in position Cement Concrete 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Complete as per direction of Engineer in charge.Cum7185.157185.1516.73FalseNoneNoneFalseNoneFalse120207.55950
4101172159787Nonecode10Formwork & Centring Charges @70% Complete as per direction of Engineer in charge.Cum5029.65029.67.43FalseNoneNoneFalseNoneFalse37369.9280
4101173159787Nonecode11Formwork & Centring Charges @60% Complete as per direction of Engineer in charge.Cum4311.094311.099.3FalseNoneNoneFalseNoneFalse40093.1370
4101174159787Nonecode12Providing and laying in position Cement Concrete 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Complete as per direction of Engineer in charge.Cum7185.157185.1515.05FalseNoneNoneFalseNoneFalse108136.50750
4101175159787Nonecode13Formwork & Centring Charges @50% Complete as per direction of Engineer in charge.Cum3592.573592.5715.05FalseNoneNoneFalseNoneFalse54068.17850
4101176159787Nonecode14Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) Complete as per direction of Engineer in charge.Cum6948.96948.911.88FalseNoneNoneFalseNoneFalse82552.9320
4101177159787Nonecode15Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (1 cement : 6 coarse sand) Complete as per direction of Engineer in charge.Cum6515.256515.2514.3FalseNoneNoneFalseNoneFalse93168.0750
4101178159787Nonecode16Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Complete as per direction of Engineer in charge.Cum8367.458367.4530.66FalseNoneNoneFalseNoneFalse256546.0170
4101179159787Nonecode17Supplying, 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. Complete as per direction of Engineer in charge.Tonne93929.8593929.854.4015FalseNoneNoneFalseNoneFalse413432.2347750
4101180159787Nonecode18Filling 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. Complete as per direction of Engineer in charge.Cum279.3279.3104.45FalseNoneNoneFalseNoneFalse29172.8850
4101181159787Nonecode19Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/ trap/basalt crushed graded coarse aggregates and fne 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 specifcations. (The cost of steel reinforcement & formwork shall be paid separately)Complete as per direction of Engineer in charge.Cum6527.856527.8510.52FalseNoneNoneFalseNoneFalse68672.9820
4101182159787Nonecode20Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 4 fne sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifcations and as per directions of Engineer-in-charge. Complete as per direction of Engineer in charge.Sqm292.95292.95226.88FalseNoneNoneFalseNoneFalse66464.4960
4101183159787Nonecode21Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) fnished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fne sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifcations and as per directions of Engineer-in-charge. Complete as per direction of Engineer in charge.Sqm389.55389.55190.88FalseNoneNoneFalseNoneFalse74357.3040
4101184159787Nonecode22Providing and fxing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. Complete as per direction of Engineer in charge.Kg176.4176.4166.32FalseNoneNoneFalseNoneFalse29338.8480
4101185159787Nonecode23Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge Complete as per direction of Engineer in charge.Kg154.35154.35108.0FalseNoneNoneFalseNoneFalse16669.80
4101186159787Nonecode24Providing and fxing precoated galvanised iron profle sheets (size, shapeand pitch of corrugation as approved by Engineer-in-charge) 0.50 mm(+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard flm of 25 microns minimum to avoid scratchesduring transportation and should be supplied in single length upto 12m or as desired by Engineer-in-charge. The sheet shall be fxed usingself drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces,excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required Complete as per direction of Engineer in charge.Sqm596.4596.45.4FalseNoneNoneFalseNoneFalse3220.560
4101187159787Nonecode25Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Complete as per direction of Engineer in charge.Sqm2764.652764.659.6FalseNoneNoneFalseNoneFalse26540.640
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17275191670000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17275191670001NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of KarnatakaNone
17275191670001NoneNoneELIGIBILITYIt 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
17275191670000NoneNoneELIGIBILITYIt 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
17275191670000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17275191670001NoneNoneELIGIBILITYThe 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 e-Procurement portal due to internet connectivity issues and technical glitches at bidders end.None
17275191670001NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17275191670001NoneNoneELIGIBILITYBidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder.None
17275191670001NoneNoneELIGIBILITYFor Details Refer Tender Notification And Conditions In The Bid Documents.None
17275191670001NoneNoneELIGIBILITYAcceptence / Cancellation of the works are reserved by under signed without any reasons for the same.None
17275192080000NoneNoneELIGIBILITYExecutive Engineer PRED Chikodi has authority to accept or reject any tender without assigning reason.None
17275193010000NoneNoneELIGIBILITYCorrigendum / modifications / correction, if any, will be published in the website only.None
17275193050000NoneNoneELIGIBILITYTo qualify for award of this contract, each tenderer should give all details and documents as per Technical and Financial bid attached to this tender.None
17275193090000NoneNoneELIGIBILITYIncomplete / conditional tenders will not be accepted.None
17275193110000NoneNoneELIGIBILITYTenderer must submit his present accurate postal address and phone / cell phone numberNone
17275193140000NoneNoneELIGIBILITYThe tender may be cancelled at any stage without assigning any reasonNone
17275193180000NoneNoneELIGIBILITYAny objection regarding the tender must be submitted directly to Executive Engineer , not in inward.None
17275193200000NoneNoneELIGIBILITYFor interpretations of clauses, conditions, spelling mistakes, etc., decision of Executive Engineer, PRED, Chikodi is final.None
17275193230000NoneNoneELIGIBILITYSuccessful bidder submitting bids below the amount put to tender will be regularized to submit the difference amount in the form of FDR/TDR/DD/Pledge on the name of EE PRED Chikodi within 20 days from the date of receiving the letter of acceptance. additional security paid for unbalanced tenders Failing which EMD will be forfeited and further action will be taken as per G O No FD PCL 2008 Bangalore Dated 14/10/2008.None
17275193260000NoneNoneELIGIBILITYWork shall be executed as per KTPP Act & kw Tender Conditions.None
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Contractor KPWD Civil Registration CertificateTrueTechnical Bid
Annual Turn Over Certificate Rs.16.91 Lakhs from 2019-20 to 2023-24TrueTechnical Bid
Similar Nature of Work Done Rs.9.00 Lakhs CertificateTrueTechnical Bid
GST RegistrationTrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
BuildingsBelagaviChikodiChikkodiCHIKKODI (SC)KERUR VILLAGE IN CHIKKODI TALUKANoneNoneNoneNoneNoneNone
tenderAddressNone
tenderRecallDTONone