createdTsNone
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noticeInvitingTenderDTO
createdTs1727518286619
version2
createdDateNone
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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 15:45:32
publishedByPostRDPR_EE_DIV_CKD
publishedByUserKPE10445 - PRAVEEN MATHAPATI
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonSUBHAM KOLI
splitEmdRequiredYnFalse
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bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08338272131
mobileNumber8197629009
tenderSupplierListNone
tenderSchedule
createdTs1727518286659
version4
createdDateNone
modifiedDateNone
tenderNumberRDPR/2024-25/BD/WORK_INDENT9322
titleCONSTRUCTION OF OFFICE/GODOWN BUILDING OF BRAHMNATH PRIMERY AGREECULTURE COLLABRATIVE ASSOCIATION NI KOTHALI IN CHIKKODI TALUKA
descriptionCONSTRUCTION OF OFFICE/GODOWN BUILDING
categoryWORKS
categoryTextWorks
ecv1693348.22
deptNameRural Development and Panchayat Raj Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location828
locationNameRDPR Division Office Chikkodi
provisionalAmount2000000.0
groupOverheadTotalNone
fileNumberPKPS/BUILD/KOTHALI/2024-25
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17275182870000NoneNoneBuildingsCONSTRUCTION OF OFFICE/GODOWN BUILDING OF BRAHMNATH PRIMERY AGREECULTURE COLLABRATIVE ASSOCIATION NI KOTHALI IN CHIKKODI TALUKA1693348.22
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4101106159784Nonecode01Earth 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.Sqm99.7599.7584.5FalseNoneNoneFalseNoneFalse8428.8750
4101107159784Nonecode02Earth 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.Cum107.1107.142.55FalseNoneNoneFalseNoneFalse4557.1050
4101108159784Nonecode03Providing 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.Cum6288.456288.455.48FalseNoneNoneFalseNoneFalse34460.7060
4101109159784Nonecode04Providing 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.Cum6652.86652.86.91FalseNoneNoneFalseNoneFalse45970.8480
4101110159784Nonecode05Formwork & Centring Charges @ 8%. Complete as per direction of Engineer in charge.Cum532.22532.226.91FalseNoneNoneFalseNoneFalse3677.64020
4101111159784Nonecode06Providing 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.Cum6652.86652.84.06FalseNoneNoneFalseNoneFalse27010.3680
4101112159784Nonecode07Formwork & Centring Charges @70% Complete as per direction of Engineer in charge.Cum4656.964656.960.99FalseNoneNoneFalseNoneFalse4610.39040
4101113159784Nonecode08Formwork & Centring Charges @50% Complete as per direction of Engineer in charge.Cum3326.43326.43.07FalseNoneNoneFalseNoneFalse10212.0480
4101114159784Nonecode09Providing 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.Cum7185.157185.1510.0FalseNoneNoneFalseNoneFalse71851.50
4101115159784Nonecode10Formwork & Centring Charges @70% Complete as per direction of Engineer in charge.Cum5029.65029.63.77FalseNoneNoneFalseNoneFalse18961.5920
4101116159784Nonecode11Formwork & Centring Charges @60% Complete as per direction of Engineer in charge.Cum4311.094311.096.23FalseNoneNoneFalseNoneFalse26858.09070
4101117159784Nonecode12Providing 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.Cum7185.157185.150.95FalseNoneNoneFalseNoneFalse6825.89250
4101118159784Nonecode13Formwork & Centring Charges @45% Complete as per direction of Engineer in charge.Cum3233.313233.310.95FalseNoneNoneFalseNoneFalse3071.64450
4101119159784Nonecode14Providing 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.Cum7185.157185.1511.48FalseNoneNoneFalseNoneFalse82485.5220
4101120159784Nonecode15Formwork & Centring Charges @50% Complete as per direction of Engineer in charge.Cum3592.573592.5711.48FalseNoneNoneFalseNoneFalse41242.70360
4101121159784Nonecode16Providing 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.Cum6948.96948.911.91FalseNoneNoneFalseNoneFalse82761.3990
4101122159784Nonecode17Providing 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.Cum6515.256515.256.54FalseNoneNoneFalseNoneFalse42609.7350
4101123159784Nonecode18Providing 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.Cum8367.458367.4530.28FalseNoneNoneFalseNoneFalse253366.3860
4101124159784Nonecode19Supplying, 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.Tonne93929.8593929.853.02FalseNoneNoneFalseNoneFalse283668.1470
4101125159784Nonecode20Filling 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.Cum279.3279.363.56FalseNoneNoneFalseNoneFalse17752.3080
4101126159784Nonecode21Providing 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.Cum6527.856527.857.64FalseNoneNoneFalseNoneFalse49872.7740
4101127159784Nonecode22Providing 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.Sqm292.95292.95180.57FalseNoneNoneFalseNoneFalse52897.98150
4101128159784Nonecode23Providing 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.Sqm389.55389.55107.77FalseNoneNoneFalseNoneFalse41981.80350
4101129159784Nonecode24Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge.Sqm105.0105.0180.57FalseNoneNoneFalseNoneFalse18959.850
4101130159784Nonecode25Providing and laying Polished Glazed Vitrifed tiles in Floor with different sizes (thickness to be specifed by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modifed quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x1200 mm Complete as per direction of Engineer in charge.Sqm2089.52089.570.62FalseNoneNoneFalseNoneFalse147560.490
4101131159784Nonecode26Providing and fxing glazed screen printed border tile 75mm wide having thickness 5mm, of approved quality & make, in all shades, design and prints, in dado, over 12mm thick bed of cement mortar 1:3 (1 Cement : 3 Coarse sand) and jointing with grey cement slurry @ 3.3 kg/m2 including pointing with white cement mixed with pigment of matching shade, all complete as approved by Engineer - in - Charge.m142.8142.829.54FalseNoneNoneFalseNoneFalse4218.3120
4101132159784Nonecode27Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge..Sqm2994.62994.619.38FalseNoneNoneFalseNoneFalse58035.3480
4101133159784Nonecode28Providing 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.Kg176.4176.4181.44FalseNoneNoneFalseNoneFalse32006.0160
4101134159784Nonecode29Providing & fixing of 3-track x 2-panel sliding windows made out of multi chambered UPVC(Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 108mm width x 45mmheight with reinforcement of 1mm thickness and Sash with overall size of 39mm x 75mm with GI reinforcement of 2mm and mesh sash of size 37mm x 58mm. Coextruded Glazing bead for fixing of glass shall be of size 20mm x 24 mm. Windows shall be provided with 6mm plain float glass, standard hardware& Multi point locking system with touch lock. Wallthickness of frame & sash shall be of 2mm-2.5mm. Maximum possible size 2419mm x 2200mm. (The cost is inclusive of Complete as per direction of Engineer in charge.Sqm7070.77070.78.64FalseNoneNoneFalseNoneFalse61090.8480
4101135159784Nonecode30Providing and fixing 304 - grade stainless steel hand rails of 14-gauge pipes for Ramps or Staircase are made out of stainless steel hallow pipes, using 50mm dia for verticals @1.60 mtr c/c are fixed to the ramps or steps by drilling with bolts and 100mm dia MS base plates 10mm gauge for fixing of Vertical pipes 4 - Nos anchor bolts & 40mm dia pipes are fixed horizontally for 2-rows top, one pipes are fixed with vertical pipes another one are fixed with elbows and 25mm dia pipes are fixed horizontally for 2-rows below top measure @ equal intervals including cutting, welding, bending wherever necessary with suitable caps @ tops, bottoms & corners finishing with mat / shining etc., complete including cost and conveyance of all materials, labour for all items of work, HOM of equipment with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. Ramps or Staircase for physically challenged Complete as per direction of Engineer in charge.Kg593.25593.2586.24FalseNoneNoneFalseNoneFalse51161.880
4101136159784Nonecode31Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1:3:6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, complete as per specifcations Complete as per direction of Engineer in charge.Nos1066.81066.81.0FalseNoneNoneFalseNoneFalse1066.80
4101137159784Nonecode32Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifcations and as per directions of Engineer-in-charge.Sqm143.85143.85180.57FalseNoneNoneFalseNoneFalse25974.99450
4101138159784Nonecode33Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifcations and as per directions of Engineer-in-chargeSqm297.15297.15107.77FalseNoneNoneFalseNoneFalse32023.85550
4101139159784Nonecode34Supplying 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.Sqm2764.652764.6516.68FalseNoneNoneFalseNoneFalse46114.3620
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17275182880000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17275182880001NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of KarnatakaNone
17275182880001NoneNoneELIGIBILITYIt 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
17275182880000NoneNoneELIGIBILITYIt 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
17275182880000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17275182880001NoneNoneELIGIBILITYThe 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
17275182880001NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17275182880001NoneNoneELIGIBILITYBidder 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
17275182880001NoneNoneELIGIBILITYFor Details Refer Tender Notification And Conditions In The Bid Documents.None
17275182880001NoneNoneELIGIBILITYAcceptence / Cancellation of the works are reserved by under signed without any reasons for the same.None
17275183290000NoneNoneELIGIBILITYExecutive Engineer PRED Chikodi has authority to accept or reject any tender without assigning reason.None
17275183320000NoneNoneELIGIBILITYCorrigendum / modifications / correction, if any, will be published in the website only.None
17275183350000NoneNoneELIGIBILITYTo 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
17275183390000NoneNoneELIGIBILITYIncomplete / conditional tenders will not be accepted.None
17275183420000NoneNoneELIGIBILITYTenderer must submit his present accurate postal address and phone / cell phone numberNone
17275183450000NoneNoneELIGIBILITYThe tender may be cancelled at any stage without assigning any reasonNone
17275183480000NoneNoneELIGIBILITYAny objection regarding the tender must be submitted directly to Executive Engineer , not in inward.None
17275183510000NoneNoneELIGIBILITYFor interpretations of clauses, conditions, spelling mistakes, etc., decision of Executive Engineer, PRED, Chikodi is final.None
17275183540000NoneNoneELIGIBILITYSuccessful 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
17275183560000NoneNoneELIGIBILITYWork 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.16.93 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)KOTHALI VILLAGE IN CHIKKODI TALUKANoneNoneNoneNoneNoneNone
tenderAddressNone
tenderRecallDTONone