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noticeInvitingTenderDTO
createdTs1708072295923
version2
createdDateNone
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tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee630.00
emd50000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose23-02-2024 16:10:57
tenderQueryClose22-02-2024 16:10:47
technicalBidOpen24-02-2024 16:11:02
publishedDate16-02-2024 14:14:46
publishedByPostPWD_EE_DIV_BID
publishedByUserKPE14569 - SHIVSHANKER V KAMSHETTY
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonShivshanker kamshetty
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08482226440
mobileNumberNone
tenderSupplierListNone
tenderSchedule
createdTs1708072295954
version4
createdDateNone
modifiedDateNone
tenderNumberPWD/2023-24/RD/WORK_INDENT8688
titleConstruction of road from Hulyal to Bhimrao naik thanda in Aurad taluka Dist. Bidar
descriptionConstruction of road from Hulyal to Bhimrao naik thanda in Aurad taluka Dist. Bidar
categoryWORKS
categoryTextWorks
ecv2519584.93
deptNamePublic Works Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location1692
locationNamePWD Division Office Bidar
provisionalAmount3000000.0
groupOverheadTotalNone
fileNumberpwd/san/KKRDB/Micro/R5
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17080722960000NoneNoneRoadsConstruction of road from Hulyal to Bhimrao naik thanda in Aurad taluka Dist. Bidar2519584.93
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
264531582418NoneVol.3-2.5.iiClearing and grubbing road land including uprooting rank vegetation, grass bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. iii)By Mechanical Means using Motor Grader A. In area of light jungleSqm4.134.13260.0FalseNoneNoneFalseNoneFalse1073.80
264531682418NoneVol.3-3.7Loosening, 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.Cum110.25110.25146.25FalseNoneNoneFalseNoneFalse16124.06250
264531782418NoneVol.1-1.14.1Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, includin setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 5 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. i) In all kinds of soils Depth upto 3 mCum107.1107.178.98FalseNoneNoneFalseNoneFalse8458.7580
264531882418NoneVol.1-1.7Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.Cum121.8121.839.49FalseNoneNoneFalseNoneFalse4809.8820
264531982418NoneVol.1-1.8Construction 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.Cum497.7497.7184.76FalseNoneNoneFalseNoneFalse91955.0520
264532082418NoneVol.3-4.2.B.vConstruction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 vi)For Grading -V MaterialCum2476.952476.9591.0FalseNoneNoneFalseNoneFalse225402.450
264532182418NoneVol.3-4.14.VB.i.aProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical mean Grading-I (63 mm to 45 mm Using Screening Crushable type such as Moorum or GravelCum2272.22272.238.02FalseNoneNoneFalseNoneFalse86389.0440
264532282418NoneVol.3-4.14.B.ii.bProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical mean Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg)Cum2526.32526.338.02FalseNoneNoneFalseNoneFalse96049.9260
264532382418NoneVol.3-5.1.A.iProviding and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means.Sqm43.0543.05507.0FalseNoneNoneFalseNoneFalse21826.350
264532482418NoneVol.3-5.3.iProviding and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broomSqm12.612.6487.5FalseNoneNoneFalseNoneFalse6142.50
264532582418NoneVol.3-5.19Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG- 30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller, finished to required level and grades.Sqm156.45156.45487.5FalseNoneNoneFalseNoneFalse76269.3750
264532682418NoneVol.3-5.21.iProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A seal coats with bituminous binder VG-30 Case - I : Type B Premix Sand Seal coatSqm78.7578.75487.5FalseNoneNoneFalseNoneFalse38390.6250
264532782418NoneVol.3-3.6Construction 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. 300-2Cum517.65517.6558.5FalseNoneNoneFalseNoneFalse30282.5250
264532882418NoneVol.3-8.5.a.iiProviding and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 2 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. 90 cm equilateral triangleNo4918.24918.22.0FalseNoneNoneFalseNoneFalse9836.40
264532982418NoneVol.1-1.14Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, includin setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 5 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. i) In all kinds of soils Depth upto 3 mCum107.1107.1105.14FalseNoneNoneFalseNoneFalse11260.4940
264533082418NoneVol.1-2.1.3Providing 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 150mm 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) 3) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregatesCum6288.456288.4517.14FalseNoneNoneFalseNoneFalse107784.0330
264533182418NoneVol.1-2.5.1Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) 1)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesCum6961.56961.5155.95FalseNoneNoneFalseNoneFalse1085645.9250
264533282418NoneVol.1-2.11.hSupplying, 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 structuresTonne82961.5582961.555.46FalseNoneNoneFalseNoneFalse452970.0630
264533382418NoneVol.3-16.15.aProviding and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.1.6 1000mm diaRmtr8355.98355.910.0FalseNoneNoneFalseNoneFalse83559.00
264533482418NoneVol.3-16.15.cProviding and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.1.6 750mm diaRmtr3501.753501.7515.0FalseNoneNoneFalseNoneFalse52526.250
264533582418NoneVol.1-1.8Construction 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.Cum497.7497.713.72FalseNoneNoneFalseNoneFalse6828.4440
264533682418NoneMR.KKRDB Logo BoardNo6000.06000.01.0FalseNoneNoneFalseNoneFalse6000.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17080722990000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17080722990000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17080722990000NoneNoneELIGIBILITYBidders 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
17080723510000NoneNoneELIGIBILITYTenderer Satisfactorily completed, as prime contractor, at least one work Such as Construction of CC Road and Drain of work of value not less than Rs. 12.90 Lakhs/-None
17080723780000NoneNoneELIGIBILITYTo 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 ONE financial years an average financial turnover (in all classes of civil engineering construction works only) of Rs. 25.19 Lakhs- Turn Over certificate must have UDIN Number Otherwise it will not be consideredNone
17080723910000NoneNoneELIGIBILITYThe Tenderer shall furnish, as part of his tender, earnest money deposit in the amount as shown in column 4 of the Table of IFT for this particular work. Tenderer should pay the full EMD amount of Rs. 50,000/- through e-payment onlyNone
17080724010000NoneNoneELIGIBILITYThe period of Completion is 06 (Six) MonthNone
17080724150000NoneNoneELIGIBILITYTo 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 and 2022-23 (c) executed in any one year, the following minimum quantities of work (1)Earth work excavation/embankment/shoulders: 626.84.00 cum (2) PCC/RCC : 198.09.00 Cum (3) GSB: 91.00 Cum (4) WMM/WBM : 76.00 (5) Steel: 5.46 MT CumNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneTenderer 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 yearNoneNone
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
NoneNoneNoneNoneBanker Details for referenceNoneNone
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedNoneNone
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
NoneNoneNoneNoneTenderer Satisfactorily completed, as prime contractor, at least one work Such as Construction of CC Road and Drain of work of value not less than Rs. 12.90 Lakhs/-Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneList of existing commitments and ongoing worksPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of existing commitments and ongoing works
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 ONE financial years an average financial turnover (in all classes of civil engineering construction works only) of Rs. 25.19 Lakhs- Turn Over certificate must have UDIN Number Otherwise it will not be consideredFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
NoneNoneNoneNoneList of works for which tenders already submittedFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- List of works for which tenders already submitted
NoneNoneNoneNoneReports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five yearsFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneITR Filed Copy (Mentioning PAN)
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateTrueTechnical Bid
Company Registration CertificateTrueTechnical Bid
Work done CertificateTrueTechnical Bid
Other DocumentsFalseTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
RoadsBidarAuradBidarAURADBhimrao naik thandaNoneNoneNoneNoneNoneNone
tenderAddressNone
tenderRecallDTONone