createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1727438865772
version2
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee500.00
emd27600.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose05-10-2024 17:00:00
tenderQueryClose03-10-2024 11:00:00
technicalBidOpenNone
publishedDate27-09-2024 18:03:51
publishedByPostPWD_EE_DIV_KOD
publishedByUserKPE16346 - Y S SIDDEGOWDA
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonExecutive Engineer
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedNone
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumberNone
mobileNumber9449627780
tenderSupplierListNone
tenderSchedule
createdTs1727438865806
version5
createdDateNone
modifiedDateNone
tenderNumberPWD/2024-25/BR/WORK_INDENT15826
titleConstruction of Foot Bridge to Eravara Chinnara Colony road comes under Nittur Grama Panchyath in Ponnampet taluk.
descriptionConstruction of Foot Bridge to Eravara Chinnara Colony road comes under Nittur Grama Panchyath in Ponnampet taluk.
categoryWORKS
categoryTextWorks
ecv1101167.94
deptNamePublic Works Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location1679
locationNamePWD Division Office Kodagu
provisionalAmount1300000.0
groupOverheadTotal0.0
fileNumberKPPE/PWD/VPET/5054/01/2024-25
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17274388660000NoneNoneBridges/CulvertsConstruction of Foot Bridge to Eravara Chinnara Colony road comes under Nittur Grama Panchyath in Ponnampet taluk.1101167.94
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4096779159583None1.4.1Earth 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 1.5 m (PWD SR 2023-24 Volume-I, Page No-5) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.Cum284.59284.5952.8FalseNoneNoneFalseNoneFalse15026.3520
4096780159583None1.4.2Earth 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 1.5m to 3.00m (PWD SR 2023-24 Volume-I, Page No-5) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.Cum319.0319.049.28FalseNoneNoneFalseNoneFalse15720.320
4096781159583None2.1.3Providing 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 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)Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Volume-I, Page No-15) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.Cum6707.686707.684.82FalseNoneNoneFalseNoneFalse32331.01760
4096782159583None2.4.3Providing 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 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Volume-I, Page No-17) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.Cum7096.327096.3244.86FalseNoneNoneFalseNoneFalse318340.91520
4096783159583None2.6.1Formwork For Staging -For Height up to 5 m rates, adopt Formwork percentage as per Appendix-I for item no 2.4.1-2.5.5 - Addendum I - Percentage Additionalities for Formwork, Centering & Scaffolding -3. Foundation, Sub structure of Cross drainages-5% ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.Cum354.82354.8212.14FalseNoneNoneFalseNoneFalse4307.51480
4096784159583None2.6.1Formwork For Staging -For Height up to 5 m rates, adopt Formwork percentage as per Appendix -I for item no 2.4.1 - 2.5.5 - Addendum I - Percentage Additionalities for Formwork, Centering & Scaffolding -10.Piers & Abutments-10% ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.Cum709.63709.6316.73FalseNoneNoneFalseNoneFalse11872.10990
4096785159583None2.6.1Formwork For Staging -For Height up to 5 m rates, adopt Formwork percentage as per Appendix-I for item no 2.4.1-2.5.5 - Addendum I - Percentage Additionalities for Formwork, Centering & Scaffolding -Bridges-1.Solid Slab Super Structure 20% ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.Cum1419.261419.2613.09FalseNoneNoneFalseNoneFalse18578.11340
4096786159583None2.11hSupplying, 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 types of Structure ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.t88492.3288492.324.75FalseNoneNoneFalseNoneFalse420338.520
4096787159583None12.2Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (PWD SR 2023-24 Volume-III, Page No-117) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.m267.68267.6816.0FalseNoneNoneFalseNoneFalse4282.880
4096788159583None13.6Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification ( Ref. to MoRT&H : 2703.2 & IRC - 1900 (PWD SR 2023-24 Volume-III, Page No-121) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.m4959.364959.3612.0FalseNoneNoneFalseNoneFalse59512.320
4096789159583None12.4Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (PWD SR 2023-24 Volume-III, Page No-117) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.Cum2998.242998.2419.84FalseNoneNoneFalseNoneFalse59485.08160
4096790159583None12.3(A)Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification. A Granular Material. (PWD SR 2023-24 Volume-III, Page No-117) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.Cum1308.161308.1625.83FalseNoneNoneFalseNoneFalse33789.77280
4096791159583None1.8Construction 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 SR 2023-24 Volume-III, Page No-7) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.Cum530.88530.8876.32FalseNoneNoneFalseNoneFalse40516.76160
4096792159583None4.17Wet Mix Macadam (Plant mix method) : Providing, 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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying Using Grader (PWD SR 2023-24 Volume-III, Page No-26) ---- With all lead and lift including cost and conveyance of all materials,labour, hire charges of all machineries and equipments and all other incidental charges etc.,complete as per standard technical specification and directions of the Engineer-in-charge of work.Cum2866.082866.0823.4FalseNoneNoneFalseNoneFalse67066.2720
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17274388670000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17274388670000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17274388670001NoneNoneELIGIBILITYThe bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of e-Procurement portal due to internet connectivity issues and technical glitches at bidder s end.None
17274388670000NoneNoneELIGIBILITYIt 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
17274388670000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17274388670001NoneNoneELIGIBILITYBidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder.None
17274388670001NoneNoneELIGIBILITYConditional tenders will not be acceptedNone
17274388670001NoneNoneELIGIBILITYThe tenderer shall bear all costs associated with the preparation and submission of his tender and the employer will in no case be responsible and liable for these costsNone
17274388670001NoneNoneELIGIBILITYThe employer reserves the rights to reject one or all Tender without assigning any reasonsNone
17274388670001NoneNoneELIGIBILITYThe employer is not responsible for any delay in accessing E-Procurement 2.0 PortalNone
17274389630000NoneNoneELIGIBILITYRoyalty on construction materials and other taxes will be deducted as per prevailing Govt ordersNone
17274389690000NoneNoneELIGIBILITYAs per Government order LD/300/LET/2006 Bangalore dated 1.01.2007 nad Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fundNone
17274389760000NoneNoneELIGIBILITYAll the formats prescribed in the bid document shall be filled by the tenderer in complete manner otherwise it will be rejectedNone
17274389830000NoneNoneELIGIBILITYAll scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to verify the documents before approvalNone
17274389900000NoneNoneELIGIBILITYMaterials required for the work shall be procured by the tenderer themselves and should got tested by the quality control authority before use on the work.None
17274389990000NoneNoneELIGIBILITYContractor should carryout additional test required to test the suitability of materials.None
17274390070000NoneNoneELIGIBILITYAll safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity. Contractor should indemnify the client to that extent.None
17274390140000NoneNoneELIGIBILITYAll precautions should be taken by the contractor so that there are no damages to such public/ private properties. If any damage is caused, it has to be rectified at his own risk and cost.None
17274390220000NoneNoneELIGIBILITYContractor should follow strictly the prevailing rules of labour act.None
17274390290000NoneNoneELIGIBILITYAt the time of agreement, the successfull bidder/contractor should submit proposed methodology and programme of construction backed with equipment and material planning, & deployment duly supported with broad calculation and quality management , plan, proposed to be adopted justifying their capability of execution , completion of the work and cast flow forecasts as per technical specifications and within the stipulated period of completion.None
17274390370000NoneNoneELIGIBILITYThe successful Tenderer shall deliver to the Employer a Security deposit in the form of FDR/DD in the name of the Executive Engineer, PWD, Kodagu Division, Madikeri given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with the Conditions of Contract.None
17274390450000NoneNoneELIGIBILITYThe contractor s assessed available tender capacity will be calculated as prescribed in tender document Attached.None
17274390530000NoneNoneELIGIBILITYThe intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents attached.None
17274390600000NoneNoneELIGIBILITYContractors should be registered with KPWD Class IV and above RegistrationNone
17274390670000NoneNoneELIGIBILITYTo qualify for award of this contract, each tenderer should give all details and documents as per K.W-1None
17274390740000NoneNoneELIGIBILITYWork should be carried out as per K/W-1 STD attached with tender .None
17274390810000NoneNoneELIGIBILITYThe period of completion of this work is 4 MonthNone
17274390880000NoneNoneELIGIBILITYGST shall be paid to the tendered amount separately.None
17274390940000NoneNoneELIGIBILITYThe eligible contractor should maintain the work FOR ONE YEAR AFTER THE SUCCESSFUL COMPLETION OF THE PROJECTNone
17274390990000NoneNoneELIGIBILITYContractor shall bound to comply the prevailing rules and regulations with regard to the EPF Contribution rules and any modifications thereof before and after execution of agreementNone
17274391070000NoneNoneELIGIBILITYThe FSD payable at the time of executing agreement, will be refunded only after successful completion of Defect Liability PeriodNone
17274391140000NoneNoneELIGIBILITYContractors has to submit their labour EPF details with every Running BillNone
17274391240000NoneNoneELIGIBILITYThe 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
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
KPWD Class-IV and above Registration CertificateTrueTechnical Bid
Annual Turnover Certificate issued by Approved Chartered Accountant with UDIN last five years as per KW-1 i.e. 2019-20,2020-21, 2021-22 , 2022-23 & 2023-2024 Updated to 2024-25 price level.TrueTechnical Bid
Tenderers will only be qualified, if their available tender capacity is more than the total tender value. i.e. A x N x 2.5 - B as per KW-1 Document.TrueTechnical Bid
Work Done CertificateTrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
Bridges/CulvertsKodaguPonnammapeteMysoreVIRAJPET (ST)Ponnampet Taluk Eravara Chinnara Colony Road at Nitturu Grama PanchayathNoneNoneNoneNoneNoneNone
tenderAddressNone
tenderRecallDTONone