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tenderFee620.00
emd50000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose19-03-2024 16:00:00
tenderQueryClose18-03-2024 16:00:00
technicalBidOpen20-03-2024 16:30:00
publishedDate12-03-2024 13:01:15
publishedByPostPWD_EE_DIV_HSPT
publishedByUserKPE10175 - RAVINDRA R KATTI
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createdTs1710224910816
version5
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tenderNumberPWD/2023-24/RD/WORK_INDENT7892
titleConstruction of Cement Concrete road from Haleshappa house to Channagiri Shekappa house and G. Manjappa house to Government Urdu School (Haleshappa house) in Telgi Village, Harapanahalli Taluk, Vijayanagara District.
descriptionConstruction of Cement Concrete road from Haleshappa house to Channagiri Shekappa house and G. Manjappa house to Government Urdu School (Haleshappa house) in Telgi Village, Harapanahalli Taluk, Vijayanagara District.
categoryWORKS
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ecv2471473.52
deptNamePublic Works Department
statusPUBLISHED
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location1694
locationNamePWD Division Office Hosapete
provisionalAmount2949000.0
groupOverheadTotal0.0
fileNumberAEE/PWD/HPH/KKRDB/MICRO/2023-24/TELIGI-1
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17102249110000NoneNoneRoadsConstruction of Cement Concrete road from Haleshappa house to Channagiri Shekappa house and G. Manjappa house to Government Urdu School (Haleshappa house) in Telgi Village, Harapanahalli Taluk, Vijayanagara District. - SCP530499.37
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
299602299687NonePWD Common CSR-2023-24 V-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)Cum110.25110.2541.54FalseNoneNoneFalseNoneFalse4579.7850
299602399687NonePWD Common CSR-2023-24 V-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)Cum497.7497.727.69FalseNoneNoneFalseNoneFalse13781.3130
299602499687NonePWD Common CSR-2023-24 V-3, Page-23, I.No. 4.1 A iConstruction 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))Cum2612.42612.427.69FalseNoneNoneFalseNoneFalse72337.3560
299602599687NonePWD Common CSR-2023-24 V-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)Cum2686.952686.9541.54FalseNoneNoneFalseNoneFalse111615.9030
299602699687NonePWD Common CSR-2023-24 V-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)Cum7112.77112.739.94FalseNoneNoneFalseNoneFalse284081.2380
299602799687NonePWD Common CSR-2023-24 V-3, Page-67, I.No. 8.16Construction 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 (305 Construction of Subgrade and Earthen Shoulders) (PWD Common CSR-2023-24 V-3, Page-67, I.No. 8.16)Cum517.65517.6585.2FalseNoneNoneFalseNoneFalse44103.780
17102249110000NoneNoneRoadsConstruction of Cement Concrete road from Haleshappa house to Channagiri Shekappa house and G. Manjappa house to Government Urdu School (Haleshappa house) in Telgi Village, Harapanahalli Taluk, Vijayanagara District.- TSP219903.68
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
299602899688NonePWD Common CSR-2023-24 V-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)Cum110.25110.2515.21FalseNoneNoneFalseNoneFalse1676.90250
299602999688NonePWD Common CSR-2023-24 V-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)Cum497.7497.710.14FalseNoneNoneFalseNoneFalse5046.6780
299603099688NonePWD Common CSR-2023-24 V-3, Page-23, I.No. 4.1 A iConstruction 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))Cum2612.42612.410.14FalseNoneNoneFalseNoneFalse26489.7360
299603199688NonePWD Common CSR-2023-24 V-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)Cum2686.952686.9515.21FalseNoneNoneFalseNoneFalse40868.50950
299603299688NonePWD Common CSR-2023-24 V-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)Cum7112.77112.714.62FalseNoneNoneFalseNoneFalse103987.6740
299603399688NonePWD Common CSR-2023-24 V-3, Page-67, I.No. 8.16Construction 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 (305 Construction of Subgrade and Earthen Shoulders) (PWD Common CSR-2023-24 V-3, Page-67, I.No. 8.16)Cum517.65517.6562.56FalseNoneNoneFalseNoneFalse32384.1840
299603499688NonePWD Common CSR-2023-24 V-3, Page-67, 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-67, I.No. 8.54)No9450.09450.01.0FalseNoneNoneFalseNoneFalse9450.00
17102249110000NoneNoneRoadsConstruction of Cement Concrete road from Haleshappa house to Channagiri Shekappa house and G. Manjappa house to Government Urdu School (Haleshappa house) in Telgi Village, Harapanahalli Taluk, Vijayanagara District.- GENERAL1721070.47
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299603599689NonePWD Common CSR-2023-24 V-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)Cum110.25110.25133.78FalseNoneNoneFalseNoneFalse14749.2450
299603699689NonePWD Common CSR-2023-24 V-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)Cum497.7497.789.19FalseNoneNoneFalseNoneFalse44389.8630
299603799689NonePWD Common CSR-2023-24 V-3, Page-23, I.No. 4.1 A iConstruction 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))Cum2612.42612.489.19FalseNoneNoneFalseNoneFalse232999.9560
299603899689NonePWD Common CSR-2023-24 V-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)Cum2686.952686.95133.78FalseNoneNoneFalseNoneFalse359460.1710
299603999689NonePWD Common CSR-2023-24 V-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)Cum7112.77112.7131.06FalseNoneNoneFalseNoneFalse932190.4620
299604099689NonePWD Common CSR-2023-24 V-3, Page-67, I.No. 8.16Construction 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 (305 Construction of Subgrade and Earthen Shoulders) (PWD Common CSR-2023-24 V-3, Page-67, I.No. 8.16)Cum517.65517.65265.2FalseNoneNoneFalseNoneFalse137280.780
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17102249190000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17102249190000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17102249190001NoneNoneELIGIBILITYIt 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
17102250280000NoneNoneELIGIBILITYConditional tenders will not be accepted.None
17102250330000NoneNoneELIGIBILITYThe Tenderer shall obtain the workdone certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer(District Level Officer)and scan the Original Certificate and attach the scanned file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical Bids for physical verification.None
17102250370000NoneNoneELIGIBILITYFinancial Year will be reckoned as the period between first day of April and Thiryfirst day of March of succeeding year(both days inclusive).None
17102250420000NoneNoneELIGIBILITYThe tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the BidderNone
17102250470000NoneNoneELIGIBILITYThe Employer reserves the right to Reject any or all Tenders without assigning any reasonNone
17102250510000NoneNoneELIGIBILITYThe Department is not responsible for any delay in accessing KPP PortalNone
17102250590000NoneNoneELIGIBILITYTenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderers (ITT), will only be considered for evaluation.None
17102250650000NoneNoneELIGIBILITYConstitutional or Legal Status of the TendererNone
17102250750000NoneNoneELIGIBILITYLatest Income Tax Clearance CertificateNone
17102250820000NoneNoneELIGIBILITYPrincipal Place of Business.None
17102250860000NoneNoneELIGIBILITYAssessed Tender Capacity shall be more than the Tendered AmountNone
17102250910000NoneNoneELIGIBILITYGST Will be Paid Separately to the Executed QuantitiesNone
17102250960000NoneNoneELIGIBILITYThe 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
17102251050000NoneNoneELIGIBILITYIf 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
17102251200000NoneNoneELIGIBILITYThe work should be completed in 06 (Six) Months ( including monsoon)None
17102251340000NoneNoneELIGIBILITYTo 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.24.71Lakhs. (Not below the rank of Charterd Accountant)None
17102251490000NoneNoneELIGIBILITYTo 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 (CC workdone) of Rs.12.36 Lakhs. (Not Below the rank of Executive Engineer)None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneMinimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)NoneNone
NoneNoneNoneNoneSatisfactoriy 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)NoneNone
NoneNoneNoneNoneTenderer 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 yearNoneNone
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)NoneNone
NoneNoneNoneNoneList of existing commitments and ongoing worksNoneNone
NoneNoneNoneNoneList of works for which tenders already submittedNoneNone
NoneNoneNoneNoneBanker Details for referenceNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five yearsNoneNone
NoneNoneNoneNoneQualification 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 awardedNoneNone
NoneNoneNoneNoneProposals 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)NoneNone
NoneNoneNoneNoneTo 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 (CC workdone) of Rs.12.36 Lakhs. (Not Below the rank of Executive Engineer)Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneRegistration CertificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
NoneNoneNoneNoneTo 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.24.71Lakhs. (Not below the rank of Charterd Accountant)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
tenderCriterionDocumentList
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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
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
tenderAddressNone
tenderRecallDTONone