createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1720435348540
version2
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd38000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose16-07-2024 16:00:00
tenderQueryClose12-07-2024 16:00:00
technicalBidOpenNone
publishedDate08-07-2024 16:17:26
publishedByPostRDPR_EE_DIV_MYS
publishedByUserKPE12940 - S VEERESH
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonjacob
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber8123267587
tenderSupplierListNone
tenderSchedule
createdTs1720435348584
version4
createdDateNone
modifiedDateNone
tenderNumberRDPR/2024-25/RD/WORK_INDENT6816
titleconstruction of cc road and drain in st colony hulahalli village hulahalli gp in nanjangudu taluk (GEN)
descriptionconstruction of cc road and drain in st colony hulahalli village hulahalli gp in nanjangudu taluk (GEN)
categoryWORKS
categoryTextWorks
ecv1478625.07
deptNameRural Development and Panchayat Raj Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location960
locationNameRDPR Division Office Mysuru
provisionalAmount1500000.0
groupOverheadTotalNone
fileNumberaee/23-24/5054/ngudu/03
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17204353490000NoneNoneRoadsconstruction of cc road and drain in st colony hulahalli village hulahalli gp in nanjangudu taluk (GEN)1478625.07
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3481313124422Nonecode01Loosening, 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 constructionCum123.9123.964.13FalseNoneNoneFalseNoneFalse7945.7070
3481314124422Nonecode02Construction 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 workCum559.32559.3257.72FalseNoneNoneFalseNoneFalse32283.95040
3481315124422Nonecode03Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Cum3019.623019.6244.75FalseNoneNoneFalseNoneFalse135127.9950
3481316124422Nonecode04Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification)Sqm1369.981369.9828.5FalseNoneNoneFalseNoneFalse39044.430
3481317124422Nonecode05Providing 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 M20 (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 m3 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.Cum7521.327521.3259.85FalseNoneNoneFalseNoneFalse450151.0020
3481318124422Nonecode06Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804Nos10620.010620.01.0FalseNoneNoneFalseNoneFalse10620.00
3481319124422Nonecode07Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5mCum285.56285.56110.03FalseNoneNoneFalseNoneFalse31420.16680
3481320124422Nonecode08Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregatesCum7067.27067.216.3FalseNoneNoneFalseNoneFalse115195.360
3481321124422Nonecode09Providing 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.Cum10072.5310072.5344.55FalseNoneNoneFalseNoneFalse448731.21150
3481322124422Nonecode10Supplying, 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. All other type of structuresMT93232.9893232.981.543FalseNoneNoneFalseNoneFalse143858.488140
3481323124422Nonecode11Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding 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 available excavated earth locally for the work etc., and all other appurtenances complete in the following strataCum309.16309.1697.2FalseNoneNoneFalseNoneFalse30050.3520
3481324124422Nonecode12Supplying 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, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected 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 63mm dia., 6 kg/sqcm & class 3Rmtr189.98189.98180.0FalseNoneNoneFalseNoneFalse34196.40
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17204353510000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17204353510000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17204353510000NoneNoneELIGIBILITYBidders 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
17204353510000NoneNoneELIGIBILITYIt 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
17204353510000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17204353510000NoneNoneELIGIBILITYDepartment Registration DetailsNone
17204353510000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17204353510000NoneNoneELIGIBILITYList of existing commitments and ongoing workNone
17204353510000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17204353510000NoneNoneELIGIBILITYBanker DetailsNone
17204353610000NoneNoneELIGIBILITYBefore tendering for the works the tenderer may inspect the site personallyNone
17204353670000NoneNoneELIGIBILITYG.S.T. Registration from Competent authority is compulsory.None
17204353720000NoneNoneELIGIBILITYAll the items rates snow in eproc inclusive of GST 18 percent so the contractor should coat rates including GST in tenders.None
17204353770000NoneNoneELIGIBILITYAddendum/Corrigendum will be published in the website/newspaper for all modifications/ corrections, if any.None
17204353830000NoneNoneELIGIBILITYNecessary documents as per notification and bid documentsNone
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
PWD Contractor Civil Registration Certificate GovernmentTrueTechnical Bid
Annual Turnover Certificate Certified from Charted Accountant with UDIN Number in all classes of Civil Engineering works only for last Five Financial years ie 2019-20,2020-21,2021-22, 2022-23 and 2023-24 Certified from Charted Accountant Profit and Loss, balance sheet shall be enclosedTrueTechnical Bid
Work done Certificate For General Category Contractors KW-1 of this notification Construction Building Works of this notification value not less than 50percentage of the amount put to tender in any one of the last five financial year period 2019-20,2020-21,2021-22, 2022-23 and 2023-24TrueTechnical Bid
As per PWD Code 251. Jurisdiction Contractors registered under class I and II may ender 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.TrueTechnical Bid
Tender Capacity as per KW1 Eligible Tenderers will be qualified only if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under for General Assessed available tender capacity equal to bid formulaTrueTechnical Bid
Contact details phone number and email idTrueTechnical Bid
For Other Necessary Document as per Tender Bid Document KW1 and NotificationTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone