createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1723974426911
version2
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd43000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose04-09-2024 16:25:00
tenderQueryClose03-09-2024 16:20:00
technicalBidOpenNone
publishedDate21-08-2024 18:49:59
publishedByPostDMA_EE6_CC_MYS
publishedByUserKPE13419 - B NAGARAJ
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonManjunath B
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber9480382135
tenderSupplierListNone
tenderSchedule
createdTs1723974426960
version4
createdDateNone
modifiedDateNone
tenderNumberDMA/2024-25/WS/WORK_INDENT27057
titleProviding and laying UGD pipeline and construction of machineholes at muneshwaranagar, satya nagar and udayagiri, ward no.14, Mysuru
descriptionProviding and laying UGD pipeline and construction of machineholes at muneshwaranagar, satya nagar and udayagiri, ward no.14, Mysuru
categoryWORKS
categoryTextWorks
ecv1804750.09
deptNameDirectorate of Municipal Administration
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2163
locationNameDMA City Corporation Mysuru
provisionalAmount2130000.0
groupOverheadTotalNone
fileNumberMCCEEWSEUGDE20517082024
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17239744270000NoneNoneWater supply/sewage linesProviding and laying UGD pipeline and construction of machineholes at muneshwaranagar, satya nagar and udayagiri, ward no.14, Mysuru1804750.09
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3801892144260Nonecode01Cutting of Asphalt road surface for pipe line trenches and disposing off the excavated stuff as directed excluding barricading, danger lighting etc., in the following classification.Cum935.55935.5551.2FalseNoneNoneFalseNoneFalse47900.160
3801893144260Nonecode02Cutting of Macadam road surface for pipe line trenches and disposing off the excavated stuff as directed excluding barricading, danger lighting etc., in the following classification.Cum856.8856.876.8FalseNoneNoneFalseNoneFalse65802.240
3801894144260Nonecode03Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, excluding setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning 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 , utilising the vailable excavated earth locally for the work etc., and all other appurtenances complete in the following strata.In all kinds of soils 0 to 1.5 M depth:Cum275.1275.1835.43FalseNoneNoneFalseNoneFalse229826.7930
3801895144260Nonecode04Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. 350mm dia RCC PipeRmtr1849.051849.0565.0FalseNoneNoneFalseNoneFalse120188.250
3801896144260Nonecode05Providing lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 250mm dia SW pipeRmtr1069.951069.95475.0FalseNoneNoneFalseNoneFalse508226.250
3801897144260Nonecode06Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, excluding loading unloading at both destinations and cuts of pipes wherever necessary excluding jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift excluding encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or elected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for:PVC pipes 110mm dia., 6 kg/sqcm & class 3Rmtr431.55431.55103.0FalseNoneNoneFalseNoneFalse44449.650
3801898144260Nonecode07Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size excluding supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. For 1.2m dia (Including Manhole Frame and cover) 1.10 M.depthNo28570.1928570.196.0FalseNoneNoneFalseNoneFalse171421.140
3801899144260Nonecode08Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size excluding supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. For 1.2m dia (Including Manhole Frame and cover)1.20M.depthNo30891.4230891.425.0FalseNoneNoneFalseNoneFalse154457.10
3801900144260Nonecode09Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size excluding supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. For 1.2m dia (Including Manhole Frame and cover)1.30M.depthNo33212.6633212.663.0FalseNoneNoneFalseNoneFalse99637.980
3801901144260Nonecode10Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size excluding supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. For 1.2m dia (Including Manhole Frame and cover)1.40M.depthNo35533.8935533.893.0FalseNoneNoneFalseNoneFalse106601.670
3801902144260Nonecode11Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size excluding supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. For 1.2m dia (Including Manhole Frame and cover)1.50M.depthNo37855.1337855.132.0FalseNoneNoneFalseNoneFalse75710.260
3801903144260Nonecode12Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size excluding supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. For 1.2m dia (Including Manhole Frame and cover)1.60M.depthNo40176.3640176.361.0FalseNoneNoneFalseNoneFalse40176.360
3801904144260Nonecode14Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation excluding watering, consolidation in layers of 15 cms., thickness excluding disposing off the surplus earth with all lead and lift.Cum168.0168.0835.43FalseNoneNoneFalseNoneFalse140352.240
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17239744280000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17239744280000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17239744280001NoneNoneELIGIBILITYThe 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 KPP portal due to internet connectivity issues and technical glitches at bidders end.None
17239744280000NoneNoneELIGIBILITYIt 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
17239744280000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17239744280001NoneNoneELIGIBILITYConditional tenders will not be accepted.None
17239744280001NoneNoneELIGIBILITYThe tenderer shall bear all costs associated with the preparation and submission of the tender and the employer will in no case be responsible and liable for those costs.None
17239744280001NoneNoneELIGIBILITYThe cost of the Tender Processing fee shall not be refundableNone
17239744280001NoneNoneELIGIBILITYThe authority reserves the rights to Reject or accept any or all the tenders without assigning any reasonsNone
17239744280001NoneNoneELIGIBILITYThe intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the respective Standard Tender documents (uploaded)None
17239745260000NoneNoneELIGIBILITYThe EMD will be released only after the Work OrderNone
17239745340000NoneNoneELIGIBILITYTenderer in his name should have in the last five years i.e. (2019-20 to 2023-24), Achieved in at least two financial years an annual financial turnover (in all classes of civil engineering construction works only) 100% of Estimate cost.None
17239745380000NoneNoneELIGIBILITYTechnical evaluation will be done as per latest KTPP act.None
17239745420000NoneNoneELIGIBILITYThe successful Tenderer shall deliver to the Employer a Security deposit at the time of Agreement, in the name of the Executive Engineer, Ws & UGD East Division, MCC, Mysore for an amount equivalent to 5% of the Contract price plus additional security for the difference cost (below Estimate Cost) in accordance with the Conditions of Contract.None
17239745450000NoneNoneELIGIBILITYAny dispute regarding this tender appeal should be submitted through KPP PortalNone
17239745500000NoneNoneELIGIBILITYAny changes/modifications if any will be notified/ updated through KPP Portal only.None
17239745540000NoneNoneELIGIBILITYAs per PWD Code 251. Jurisdiction: Contractors registered under Class I and II may tender for works anywhere in the state. Contractors registered under Class III may tender for works within the districts of the Public Works Department circles where in they are registered. Contractors registered under Class IV may tender for works within the district or within the division whichever is applicable, where they are registered. These registrations are valid for all works undertaken by all the Government departments, Government undertakings in the respective jurisdictions. No separate registration is required in other Government departments and Government undertakings. This registration procedure is based on the single window concept.None
17239745590000NoneNoneELIGIBILITYPayment for the work is done under Mysore City Corporation grant. Bidder should accept the payment procedures as prescribed time to time by the Mysore City Corporation.None
17239745620000NoneNoneELIGIBILITYGST will be paid separately only for applicable itemsNone
17239745710000NoneNoneELIGIBILITYTenderer in his name should have in the last five years i.e. (2019-20 to 2023-24), satisfactorily completed as prime contractor, at least one similar nature of work of value not less than 50% of Estimate cost.None
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover Certificate With UDINTrueTechnical Bid
PWD Registration CertificateTrueTechnical Bid
Similar Nature Work Done CertificateTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone