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noticeInvitingTenderDTO
createdTs1724065168507
version3
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd40000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose03-09-2024 17:30:00
tenderQueryClose03-09-2024 11:30:00
technicalBidOpen05-09-2024 11:30:00
publishedDate20-08-2024 20:11:56
publishedByPostTP_CO_KDK
publishedByUserKPE15278 - DEEPA H R
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonJunior Engineer
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber9739203412
tenderSupplierListNone
tenderSchedule
createdTs1724065168538
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/OW/WORK_INDENT27114
titleConstruction work of Dr B R Ambedkhar Bhavana at Bandipalya Village in Kadakola Town Panchayat Limits (continued work)
descriptionConstruction work of Dr B R Ambedkhar Bhavana at Bandipalya Village in Kadakola Town Panchayat Limits (continued work)
categoryWORKS
categoryTextWorks
ecv2000000.00
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2455
locationNameDMA Town Panchayat Kadakola
provisionalAmount2000000.0
groupOverheadTotal307376.08
fileNumberKDK/TP/TS/01/2024-25
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17240651690000NoneNoneOther WorksConstruction work of Dr B R Ambedkhar Bhavana at Bandipalya Village in Kadakola Town Panchayat Limits (continued work)1692623.92
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3812032144731NoneITEMNO01Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth. (Page No- 6, Item No-1.5.1, Vol-1, SR-2023-24)Cum307.97307.9737.39FalseNoneNoneFalseNoneFalse11514.99830
3812033144731NoneITEMNO02Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates.(Page No- 15, Item No-2.1.5, Vol-1, SR-2023-24)Cum6340.686340.6815.39FalseNoneNoneFalseNoneFalse97583.06520
3812034144731NoneITEMNO03Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Foundation in CM 1:6.(Page No-9, Item No-5.5, Vol-2, SR-2023-24)Cum6565.226565.2225.6FalseNoneNoneFalseNoneFalse168069.6320
3812035144731NoneITEMNO04Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6.(Page No-9, Item No-5.6, Vol-2, SR-2023-24)Cum6641.446641.4419.14FalseNoneNoneFalseNoneFalse127117.16160
3812036144731NoneITEMNO05Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates.(Page No- 15, Item No-2.1.6, Vol-1, SR-2023-24)Cum8359.388359.3840.72FalseNoneNoneFalseNoneFalse340393.95360
3812037144731NoneITEMNO06Filling 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.(Page No- 7, Item No-1.9, Vol-1, SR-2023-24)Cum273.98273.98229.16FalseNoneNoneFalseNoneFalse62785.25680
3812038144731NoneITEMNO07Providing 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. (Page No- 17, Item No-6.32, Vol-2, SR-2023-24)Sqm1349.31349.3293.49FalseNoneNoneFalseNoneFalse396006.0570
3812039144731NoneITEMNO08Providing 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (Page No- 16, Item No-2.5.1, Vol-1, SR-2023-24)Cum10243.3510243.352.28FalseNoneNoneFalseNoneFalse23354.8380
3812040144731NoneITEMNO09Steel Fabrication--Supplying, 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. Buildings (Page No-18 , Item No-2.11a, Vol-1, SR-2023-24)Tonne92140.7192140.710.205FalseNoneNoneFalseNoneFalse18888.845550
3812041144731NoneITEMNO10Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in- Charge.(Page No- 77, Item No-11.5.1, Vol-2, SR-2023-24)Sqm4612.344612.3411.22FalseNoneNoneFalseNoneFalse51750.45480
3812042144731NoneITEMNO11Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine 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 specifications and as per directions of Engineer-in-charge.(Page No- 41, Item No-8.4.1, Vol-2, SR-2023-24)Sqm332.69332.69228.92FalseNoneNoneFalseNoneFalse76159.39480
3812043144731NoneITEMNO12Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix 1:3 (1 cement: 3 fine sand) 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-charge.(Page No- 42, Item No-8.5.1, Vol-2, SR-2023-24)Sqm376.98376.98347.69FalseNoneNoneFalseNoneFalse131072.17620
3812044144731NoneITEMNO13Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry 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-charge.(Page No- 42, Item No-8.9, Vol-2, SR-2023-24)Sqm396.55396.55356.37FalseNoneNoneFalseNoneFalse141318.52350
3812045144731NoneITEMNO14Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 L per 50 kg of cement or as per direction of Engineer incharge.(Page No- 59, Item No-9.2, Vol-2, SR-2023-24)Sqm824.0824.039.9FalseNoneNoneFalseNoneFalse32877.60
3812046144731NoneITEMNO15Providing and laying Cement concrete pavement with 1:2:4 for commercial & residential building floors, hardpaths, footpaths using 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size, including finishing complete as per Engineer incharge.(Page No- 59, Item No-9.4, Vol-2, SR-2023-24)Cum6865.986865.982.0FalseNoneNoneFalseNoneFalse13731.960
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17240651690000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17240651690000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17240651690000NoneNoneELIGIBILITYBidders 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
17240651690000NoneNoneELIGIBILITYIt 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
17240651690000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17241370480000NoneNoneELIGIBILITYConditional tenders will not be acceptedNone
17241370630000NoneNoneELIGIBILITYBefore Quoting the rates tenderer should read the bid document carefullyNone
17241370740000NoneNoneELIGIBILITYThe Tender Processing Fee shall not be refundableNone
17241370830000NoneNoneELIGIBILITYThe Employer reserves the rights to Reject or accept any or all the tenders without assigning any reasonsNone
17241370920000NoneNoneELIGIBILITYBidders should abide to all the Terms and Conditions attachedNone
17241370990000NoneNoneELIGIBILITYUpload relevant documents as per tender documentNone
17241371070000NoneNoneELIGIBILITYBidder should be Pay Difference amount in the name Chief Officer, Town Panchayath, KadakolaNone
17241371170000NoneNoneELIGIBILITYThe intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-2None
17241371240000NoneNoneELIGIBILITYGST will be paid at the time of bill paymentNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneSimilar Work done certificate issued by not below the rank of Executive EngineerPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNonePWD Registration Certificate(Class I/II/III/IV)Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneAudited CA certificate of Annual TurnoverFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneCredit lines/ letters of credit/ certificates from banksFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneUpload relevant documents as per tender documentOthersUpload relevant documents as per tender document
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Upload relevant documents as per tender document
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Audited CA certificate of Annual TurnoverTrueTechnical Bid
Credit lines/ letters of credit/ certificates from banksTrueTechnical Bid
Upload relevant documents as per tender documentFalseTechnical Bid
PWD Registration Certificate Class I/II/III/IVTrueTechnical Bid
Similar Work done certificate issued by not below the rank of Executive EngineerTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone