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noticeInvitingTenderDTO
createdTs1708064102867
version2
createdDateNone
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tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee650.00
emd52000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose26-02-2024 16:00:00
tenderQueryClose23-02-2024 16:00:00
technicalBidOpenNone
publishedDate19-02-2024 11:50:28
publishedByPostPWD_EE_DIV_HSPT
publishedByUserKPE10175 - RAVINDRA R KATTI
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonExecutive Engineer
splitEmdRequiredYnFalse
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bgValidityPeriodNone
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multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber080394200231
mobileNumberNone
tenderSupplierListNone
tenderSchedule
createdTs1708064102895
version4
createdDateNone
modifiedDateNone
tenderNumberPWD/2023-24/RD/WORK_INDENT8633
titleConstruction of Cement Concrete road and drain from Mazid to K. Kenchappa house, Fazal Sab house and K. Hanumanthappa house to Siddapura Kenchamma house in Teligi Village, Harapanahalli Taluk, Vijayanagara District.
descriptionConstruction of Cement Concrete road and drain from Mazid to K. Kenchappa house, Fazal Sab house and K. Hanumanthappa house to Siddapura Kenchamma house in Teligi Village, Harapanahalli Taluk, Vijayanagara District.
categoryWORKS
categoryTextWorks
ecv2599773.65
deptNamePublic Works Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location1694
locationNamePWD Division Office Hosapete
provisionalAmount3100000.0
groupOverheadTotalNone
fileNumberAEE/PWD/HPH/KKRDB/MICRO/TELIGI/2023-24
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17080641030000NoneNoneRoadsConstruction of Cement Concrete road and drain from Mazid to K. Kenchappa house, Fazal Sab house and K. Hanumanthappa house to Siddapura Kenchamma house in Teligi Village, Harapanahalli Taluk, Vijayanagara District.2599773.65
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
264298582311NoneV-3, P-17, I-3.7Loosening, 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. (PWD Common CSR-2023-24 V-3, P-17, I-3.7)Cum110.25110.2543.68FalseNoneNoneFalseNoneFalse4815.720
264298682311NoneV-1, P-7, I-1.8Construction 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 work. (PWD Common CSR-2023-24 V-1, P-7, I-1.8)Cum497.7497.743.68FalseNoneNoneFalseNoneFalse21739.5360
264298782311NoneV-3, Page-23, I.No. 4.1 A (i))Construction of Granular Sub Base by providing graded Material, mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction with vibratory power roller to achieve the desired density complete as per clause 401 (2.5% Cement) 401 - Cement Treated Crushed stone Sub- Base (Plant mix method) Laying using Mechanical Paver. For Grading -I Material(PWD Common CSR-2023-24 V-3, Page-23, I.No. 4.1 A (i))Cum2612.42612.435.37FalseNoneNoneFalseNoneFalse92400.5880
264298882311NoneV-3 Page-26, I.No. 4.17Providing, 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. 406 - Wet Mix Macadam (Plant Mix Method) (PWD Common CSR-2023-24 V-3 Page-26, I.No. 4.17)Cum2686.952686.9543.68FalseNoneNoneFalseNoneFalse117365.9760
264298982311NoneV-3, Page-51, I.No. 6.6Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Pave Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid sep(PWD Common CSR-2023-24 V-3, Page-51, I.No. 6.6)Cum7112.77112.743.68FalseNoneNoneFalseNoneFalse310682.7360
264299082311NoneV-3, Page-78, I.No. 8.54Providing 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 804 (PWD Common CSR-2023-24 V-3, Page-78, I.No. 8.54)No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
264299182311NoneV-3, P-17, I-3.7Loosening, 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. (PWD Common CSR-2023-24 V-3, P-17, I-3.7)Cum110.25110.2518.15FalseNoneNoneFalseNoneFalse2001.03750
264299282311NoneV-1, P-7, I-1.8Construction 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 work. (PWD Common CSR-2023-24 V-1, P-7, I-1.8)Cum497.7497.718.15FalseNoneNoneFalseNoneFalse9033.2550
264299382311NoneV-3, Page-23, I.No. 4.1 A (i)Construction of Granular Sub Base by providing graded Material, mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction with vibratory power roller to achieve the desired density complete as per clause 401 (2.5% Cement) 401 - Cement Treated Crushed stone Sub- Base (Plant mix method) Laying using Mechanical Paver. For Grading -I Material(PWD Common CSR-2023-24 V-3, Page-23, I.No. 4.1 A (i))Cum2612.42612.416.65FalseNoneNoneFalseNoneFalse43496.460
264299482311NoneV-3 Page-26, I.No. 4.17Providing, 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. 406 - Wet Mix Macadam (Plant Mix Method) (PWD Common CSR-2023-24 V-3 Page-26, I.No. 4.17)Cum2686.952686.9518.15FalseNoneNoneFalseNoneFalse48768.14250
264299582311NoneV-3, Page-51, I.No. 6.6Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Pave Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid sep(PWD Common CSR-2023-24 V-3, Page-51, I.No. 6.6)Cum7112.77112.718.15FalseNoneNoneFalseNoneFalse129095.5050
264299682311NoneV-3, P-17, I-3.7Loosening, 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. (PWD Common CSR-2023-24 V-3, P-17, I-3.7)Cum110.25110.25148.28FalseNoneNoneFalseNoneFalse16347.870
264299782311NoneV-1, P-7, I-1.8Construction 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 work. (PWD Common CSR-2023-24 V-1, P-7, I-1.8)Cum497.7497.7148.28FalseNoneNoneFalseNoneFalse73798.9560
264299882311NoneV-3, Page-23, I.No. 4.1 A (i)Construction of Granular Sub Base by providing graded Material, mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction with vibratory power roller to achieve the desired density complete as per clause 401 (2.5% Cement) 401 - Cement Treated Crushed stone Sub- Base (Plant mix method) Laying using Mechanical Paver. For Grading -I Material(PWD Common CSR-2023-24 V-3, Page-23, I.No. 4.1 A (i))Cum2612.42612.498.85FalseNoneNoneFalseNoneFalse258235.740
264299982311NoneV-3 Page-26, I.No. 4.17Providing, 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. 406 - Wet Mix Macadam (Plant Mix Method) (PWD Common CSR-2023-24 V-3 Page-26, I.No. 4.17)Cum2686.952686.95148.28FalseNoneNoneFalseNoneFalse398420.9460
264300082311NoneV-3, Page-51, I.No. 6.6Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Pave Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid sep(PWD Common CSR-2023-24 V-3, Page-51, I.No. 6.6)Cum7112.77112.7148.28FalseNoneNoneFalseNoneFalse1054671.1560
264300182311NoneV-3, Page-78, I.No. 8.54Providing 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 804 (PWD Common CSR-2023-24 V-3, Page-78, I.No. 8.54)Cum9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17080641040000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17080641040000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17080641040001NoneNoneELIGIBILITYGST Will be Paid Separately to the Executed QuantitiesNone
17080641040000NoneNoneELIGIBILITYMinimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)None
17080641040000NoneNoneELIGIBILITYSatisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender)None
17080641040000NoneNoneELIGIBILITYTenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNone
17080641040000NoneNoneELIGIBILITYTenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNone
17080641040000NoneNoneELIGIBILITYTotal value of civl engineering works executed and payments received in the last five years (year-wise)None
17080641040000NoneNoneELIGIBILITYList of existing commitments and ongoing worksNone
17080641040000NoneNoneELIGIBILITYList of works for which tenders already submittedNone
17080641040000NoneNoneELIGIBILITYBanker Details for referenceNone
17080641040000NoneNoneELIGIBILITYConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNone
17080641040000NoneNoneELIGIBILITYReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNone
17080641040000NoneNoneELIGIBILITYQualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awardedNone
17080641040000NoneNoneELIGIBILITYProposals for subcontracting components of works amounting to more than 20% of the contract price (for each, the qualifications and experience of the identified sub-contractor in the relevant fields should be attached)None
17080641600000NoneNoneELIGIBILITYThe tenderer shall note that, the increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time.None
17080641640000NoneNoneELIGIBILITYIf the tenderer has quoted below the schedule-B amount the difference amount should be paid in the form of F.D.R / B G / DD in the name of Executive Engineer,PWD Division Hosapete 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 Rejection and Original DD / FDR / BG should be submitted to this office at before opening of the BidNone
17080641680000NoneNoneELIGIBILITYIf the bidder uploaded the false document while participating in the tender, the bidder will be responsible and action will be initiated as per the tender clause.None
17080641740001NoneNoneELIGIBILITYThe work should be completed in 03 (Three) Months ( including monsoon)None
17080642070000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 2019-20 2020-21 2021-22 & 2022-23 (a) achieved in at least TWO financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.25.99 Lakhs. (Not below the rank of Charterd Accountant)None
17080642180000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2018-19 2019-20 2020-21 2021-22 & 2022-23 (b) satisfactorily completed (at least 50% of the contract value) as prime contractor, at least one similar nature of work (C C Road work ) of Rs.12.99Lakhs. (Not Below the rank of Executive Engineer)None
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Registration CertificateTrueTechnical Bid
Annual Turnover Certificate Not below the rank of Charterd AccountantTrueTechnical Bid
Single Work Done Certificate Not Below the rank of Executive EngineerTrueTechnical Bid
GST CERTIFICATETrueTechnical Bid
Less DD / BG / FDRTrueTechnical Bid
Principal Place of Business.TrueTechnical Bid
Tender Bid CapacityTrueTechnical Bid
List of Existing commitments & Ongoing works- Format-5TrueTechnical Bid
List of works for which tenders acceptence letter received-Format-6TrueTechnical Bid
List of works for which tenders already submitted-Format-7TrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
RoadsVijayanagaraHarapanahalliDavangereHARAPANAHALLI (SC)Teligi VillageNoneNoneNoneNoneNoneNone
tenderAddressNone
tenderRecallDTONone