createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1709612579390
version2
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd28750.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose18-03-2024 17:00:00
tenderQueryClose16-03-2024 17:00:00
technicalBidOpenNone
publishedDate11-03-2024 12:36:17
publishedByPostRDPR_EE_DIV_VJN
publishedByUserKPE12111 - J R PAMPAPATHI
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonEE OFFICE
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber9482100616
tenderSupplierListNone
tenderSchedule
createdTs1709612579438
version4
createdDateNone
modifiedDateNone
tenderNumberRDPR/2023-24/OW/WORK_INDENT4958
titleConstruction of CC road and box Drain near the masudi and CD duct behind Government Senior Primary School of Kanahalli village of Harapanahalli taluk
descriptionConstruction of CC road and box Drain near the masudi and CD duct behind Government Senior Primary School of Kanahalli village of Harapanahalli taluk
categoryWORKS
categoryTextWorks
ecv1149273.73
deptNameRural Development and Panchayat Raj Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnFalse
location943
locationNameRDPR Division Office Vijayanagara
provisionalAmount1150000.0
groupOverheadTotal175312.94
fileNumberPREDSD/HRP/2023-24/KKRDB/51
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17096125790000NoneNoneOther WorksConstruction of CC road and box Drain near the masudi and CD duct behind Government Senior Primary School of Kanahalli village of Harapanahalli taluk973960.79
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
291580395831Nonecode01Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. COMMON SR 2023-24 Pg-11, Item No.2.19Cum591.15591.1534.65FalseNoneNoneFalseNoneFalse20483.34750
291580495831Nonecode02Compacting Original Ground Compacting original ground supporting embankment Loosening, 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 construction.305.3.4. COMMON SR 2023-24, Vol-3, SL.No. 3.7, Pg.No.15Cum110.25110.2560.48FalseNoneNoneFalseNoneFalse6667.920
291580595831Nonecode03Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 COMMON SR 2023-24, Vol-3, SL.No. 3.6, Pg.No.17Cum517.65517.65120.96FalseNoneNoneFalseNoneFalse62614.9440
291580695831Nonecode04Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specifications. COMMON SR 2023-24, Vol-3, SL.No. 16.10, Pg.No.145Cum1498.351498.3540.32FalseNoneNoneFalseNoneFalse60413.4720
291580795831Nonecode05Wet Mix Macadam (Plant mix method) Providing, laying, sCOMMONading and compacting graded stone aggregate to wet mix macadam specification including COMMONmixing 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 COMMONpared surface and compacting with vibratory roller to achieve the desired density.406. A (COMMON SR 2023-24.Vol-3, SL.No.4.17, Pg.No.24)Cum2686.952686.9534.65FalseNoneNoneFalseNoneFalse93102.81750
291580895831Nonecode06Providing 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 14days, 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. (COMMON SR 2023-24, Vol-3 Sl.No. 16.27 ,P.No - 138)Cum6692.76692.751.975FalseNoneNoneFalseNoneFalse347853.08250
291580995831Nonecode07Providing 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1 Sl.No.2.1.3 ,P.No - 15) PCC BedCum6288.456288.453.72FalseNoneNoneFalseNoneFalse23393.0340
291581095831Nonecode08Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1 Sl.No.2.4.1, P.No - 15)Cum6724.26724.27.44FalseNoneNoneFalseNoneFalse50028.0480
291581195831Nonecode09Appendix I Additionalities for Formwork, Centering & Scaffolding Concrete Drain Works -35% (Comon SR Vol-1, S.N.2P.N. 115 vide corrizondum-3)Cum2353.472353.477.44FalseNoneNoneFalseNoneFalse17509.81680
291581295831Nonecode10Supplying, fitting and placing TMT FE 550 / 550D Steel inforcement 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. (h).All other type of structures. PWD SR 2023-24, V-1 I No.2.11(a) P-18Kg82961.5582961.550.446FalseNoneNoneFalseNoneFalse37000.85130
291581395831Nonecode11Construction of Embankment by excavating the available approvedGravel/Murrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirementcomplete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2021-22,Vol-1,SI.No.1.8,P.No.7)Cum497.7497.722.32FalseNoneNoneFalseNoneFalse11108.6640
291581495831Nonecode12Near Scool:Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar 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.PWD SR 2023-24,V-1 I.No:1.4.1P-29Cum254.1254.143.0FalseNoneNoneFalseNoneFalse10926.30
291581595831Nonecode13Providing 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1 Sl.No.2.1.3 ,P.No - 15) PCC BedCum6288.456288.454.1FalseNoneNoneFalseNoneFalse25782.6450
291581695831Nonecode14Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) MIX 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24, Vol-1 Sl.No.2.4.1, P.No - 15)Cum6724.26724.213.3FalseNoneNoneFalseNoneFalse89431.860
291581795831Nonecode15Appendix I Additionalities for Formwork, Centering & Scaffolding Concrete Drain Works -35% (Comon SR Vol-1, S.N.2P.N. 115 vide corrizondum-3)Cum2353.472353.4713.3FalseNoneNoneFalseNoneFalse31301.1510
291581895831Nonecode16Supplying, fitting and placing TMT FE 550 / 550D Steel inforcement 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. (h).All other type of structures. PWD SR 2023-24, V-1 I No.2.11(a) P-18Kg82961.5582961.550.931FalseNoneNoneFalseNoneFalse77237.203050
291581995831Nonecode17Construction of Embankment by excavating the available approvedGravel/Murrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the requirementcomplete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. (COMMON SR 2021-22,Vol-1,SI.No.1.8,P.No.7)Cum497.7497.76.24FalseNoneNoneFalseNoneFalse3105.6480
291582095831Nonecode18Providing Name board for the workNos6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17096125800000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17096125800000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17096125800000NoneNoneELIGIBILITYBidders 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
17096125800000NoneNoneELIGIBILITYDepartment Registration DetailsNone
17096125800000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17096125800000NoneNoneELIGIBILITYList of existing commitments and ongoing workNone
17096125800000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17096125800000NoneNoneELIGIBILITYBanker DetailsNone
17096125890000NoneNoneELIGIBILITYThe Employer reserves the right to reject any or all Tenders without assigning any reason.None
17096125970000NoneNoneELIGIBILITYCorrigendum, modifications, correction if any, will be published in the website only,None
17096126030000NoneNoneELIGIBILITYDefect liability period will be one yearNone
17096126090000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in his name should have in the last five years i.e 2018-19 to 2022-23 a. Achieved in at least two financial years a minimum financial turnover in all classes of civil engineering construction works only of Amount Put Tender (Turn over With compulsory UDIN Number)None
17096126160000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in his name should have in the last five years i.e 2018-19 to 2022-23 b. Satisfactorily completed, as prime contractor, at least one similar work of value not less than 50% of the amount put tender (Workdone with indent No)None
17096126210000NoneNoneELIGIBILITYIf the tenderer has quoted below the schedule-B amount the difference amount should be paid in the form of F.D.R or D.D (As per G.O) in the name of Executive Engineer, PRE Division, Vijayanagara Hosapete from Nationalized Bank only and upload the scanned copy of the same in e-portal at the time of applying the tender The Same Scanned copy for Different work will be liable for RejectionNone
17096126280000NoneNoneELIGIBILITYSubmit the Site visiting letter from concerned AEE, other wise bid will be not consideredNone
17096126350000NoneNoneELIGIBILITYWork completion period will be 4 months (IMP)None
17096126410000NoneNoneELIGIBILITYAll other conditions and requirements has to be fulfilled as per the standard bid document and attached General conditionsNone
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Valid PWD Registration copyTrueTechnical Bid
Last 5 years Audit Report with UDIN NoTrueTechnical Bid
Similar Nature Work done certificate with eproc Indent NoTrueTechnical Bid
Ongoing commitments and other KW DocumentsTrueTechnical Bid
Difference Amount DD or FDR Scanned copyTrueTechnical Bid
Submit the Site visiting letter from concerned AEETrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
Other WorksVijayanagaraHarapanahalliDavangereHARAPANAHALLI (SC)KanahalliNoneNoneNoneNoneNoneNone
tenderAddressNone
tenderRecallDTONone