createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1718094163570
version3
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee1240.00
emd99000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose27-06-2024 17:30:00
tenderQueryClose27-06-2024 16:00:00
technicalBidOpenNone
publishedDate19-06-2024 15:53:56
publishedByPostCNNL_EE_DIV_VCC2_MYS
publishedByUserKPE14077 - BHASKAR A S
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonBHASKAR A S
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08212515598
mobileNumberNone
tenderSupplierListNone
tenderSchedule
createdTs1718094163602
version7
createdDateNone
modifiedDateNone
tenderNumberCNNL/2024-25/RD/WORK_INDENT965
titleConstruction of road, drain and CC Slab in ST Colony- Kamalammas house to Ranganayakas house, Nagaraju house to sappaiah nagarajunayaka house and Chavadi to Rangaswamys house in Hadinaru Village
descriptionConstruction of road, drain and CC Slab in ST Colony- Kamalammas house to Ranganayakas house, Nagaraju house to sappaiah nagarajunayaka house and Chavadi to Rangaswamys house in Hadinaru Village
categoryWORKS
categoryTextWorks
ecv4953109.35
deptNameCauvery Neeravari Nigam Limited
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location5693
locationNameCNNL No 2 VCC Div Mysore
provisionalAmount5000000.0
groupOverheadTotal755559.05
fileNumber20241407
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17180941640001NoneNoneRoadsConstruction of road, drain and CC Slab in ST Colony- Kamalammas house to Ranganayakas house, Nagaraju house to sappaiah nagarajunayaka house and Chavadi to Rangaswamys house in Hadinaru Village4197550.3
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3267566113202Nonecode01Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. complete as per the directions of the Engineer-in-charge of the work.Cum99.7599.75418.75FalseNoneNoneFalseNoneFalse41770.31250
3267567113202Nonecode02Construction 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.complete as per the directions of the Engineer-in-charge of the work.Cum497.7497.7251.25FalseNoneNoneFalseNoneFalse125047.1250
3267568113202Nonecode03Providing, 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.complete as per the directions of the Engineer-in-charge of the work.Cum2686.952686.95167.5FalseNoneNoneFalseNoneFalse450064.1250
3267569113202Nonecode04Providing 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 M30 (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 cum 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 14- days, 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 allmaterials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.Cum7091.77091.7251.25FalseNoneNoneFalseNoneFalse1781789.6250
3267570113202Nonecode05Earth 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 theexcavated 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.complete as per the directions of the Engineer-in-charge of the work.Cum254.1254.1342.07FalseNoneNoneFalseNoneFalse86919.9870
3267571113202Nonecode06Providing 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.Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates complete as per the directions of the Engineer-in-charge of the work.Cum6288.456288.4552.63FalseNoneNoneFalseNoneFalse330961.12350
3267572113202Nonecode07Supplying, 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 / softannealed steel wire and other ancilary operations complete as per drawing andtechnical specification complete as per the directions of the Engineer-in-charge of the work.t82961.5582961.557.07FalseNoneNoneFalseNoneFalse586538.15850
3267573113202Nonecode08Providing 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete as per the directions of the Engineer-in-charge of the work.Cum6971.116971.1169.28FalseNoneNoneFalseNoneFalse482958.50080
3267574113202Nonecode09Providing 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete as per the directions of the Engineer-in-charge of the work.Cum8962.858962.8532.4FalseNoneNoneFalseNoneFalse290396.340
3267575113202Nonecode10Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 25mm dia., 10 kg/sqcm & class 3 complete as per the directions of the Engineer-in-charge of the work.Mtr50.450.475.0FalseNoneNoneFalseNoneFalse3780.00
3267576113202Nonecode11Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 75mm dia., 6 kg/sqcm & class 3 complete as per the directions of the Engineer-in-charge of the work.Mtr231.0231.075.0FalseNoneNoneFalseNoneFalse17325.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17180941640000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17180941640000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17180941640001NoneNoneELIGIBILITYNot applicable-Bidders 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
17180941640000NoneNoneELIGIBILITYIt 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
17180941640000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17180941640002NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in its name should have in the last five years (i.e. 2019-20 to 2023-24) achieved in two financial years an average financial turnover (in all classes of civil engineering construction works only) of Rs.42.00 lakhsNone
17180941640001NoneNoneELIGIBILITYSatisfactorily completed, as prime contractor, at least one similar work such as Construction of CC road and drain work of value not less than Rs.21.00 lakhsNone
17180941640001NoneNoneELIGIBILITYThe 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 KPPP portal due to internet connectivity issues and technical glitches at bidder s endNone
17180941640001NoneNoneELIGIBILITYBidder 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
17180941640001NoneNoneELIGIBILITYConditional tenders will not be acceptedNone
17180941640001NoneNoneELIGIBILITYThe 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 those costsNone
17180941640001NoneNoneELIGIBILITYThe Tender processing fee shall not be refundableNone
17180941640001NoneNoneELIGIBILITYAs per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and 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
17180941640001NoneNoneELIGIBILITYAll scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to verify the documents before approvalNone
17180941640001NoneNoneELIGIBILITYThe employer reserves the rights to Reject or accept any or all the tenders without assigning any reasonsNone
17180941640001NoneNoneELIGIBILITYThe contractor s assessed available tender capacity will be calculated as per the clause 3.3 of STD tender document Attached.None
17180941640001NoneNoneELIGIBILITYAll the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing for concrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this workNone
17180945600000NoneNoneELIGIBILITYRoyalty on construction materials and other taxes will be deducted as per prevailing Government orders.None
17180945680000NoneNoneELIGIBILITYAll precautions should be taken by the contractor so that there are no damages to such public/ private properties.None
17180945780000NoneNoneELIGIBILITYContractor should take all precautionary measures to avoid any damage to the utilities during excavation as well as utility shifting. To that extent the contractor should indemnify the clientNone
17180945890000NoneNoneELIGIBILITYContractor should follow strictly the prevailing rules of labour actNone
17180945980000NoneNoneELIGIBILITYContractor should adhere to HSE (Health Safety Environment) policy applicable for similar projects. Contractor to that extent should submit HSE document defining all the procedure including the policies before execution of the projectNone
17180946080000NoneNoneELIGIBILITYContractor should take all precautions to ensure that no damage is caused to the existing structures which have been constructed by other agencies during project execution. If any damage is caused, it has to be rectified at his own risk and costNone
17180946200000NoneNoneELIGIBILITYThe intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-2None
17180946290000NoneNoneELIGIBILITYContractors should be registered as KPWD Class III & above.None
17180946390000NoneNoneELIGIBILITYThe required documents listed under Sections 3, 5 and 8 shall be filled and complied in without exception. If any of the documents mentioned in Section 3 are not uploaded, the Tenders of such Tenderers shall lead to rejection as Non-ResponsiveNone
17180946480000NoneNoneELIGIBILITYPrevailing GST shall be paid to the tendered amount separatelyNone
17180946580000NoneNoneELIGIBILITYWithin 20 days of receipt of the Letter of Acceptance, The successful Tenderer shall deliver to the Employer the original copy of the TDR/FDR towards additional security for the unbalanced tenders & Security deposit for an amount equivalent to 5% of the Contract price in accordance with the Conditions of Contract in the name of Executive Engineer, No.2 Varuna Canal Construction Division, MysuruNone
17180946710000NoneNoneELIGIBILITYEmployees Provident Fund Registration certificate a) In respect of Contractors who are not registered with the EPF Employees Provident Fund authorities, the contractors should produce an undertaking that he shall within 7days of the close of every month submit to the Executive Engineer, a statement showing the recoveries of contributions in respect of employees employed are through in and shall also furnish under the provision of the scheme to the commissioner, EPFNone
17180946780000NoneNoneELIGIBILITYEmployees Provident Fund Registration certificate b) However, having given an undertaking to this effect if the contractor does not furnish the information, the nigama will deduct the necessary amount from the amount due to the contractor. Notwithstanding the above, the contractor will be liable for any consequential penalty/damages levied by the EPF authoritiesNone
17180946870000NoneNoneELIGIBILITYDefect liability period depending upon nature/type of work is as under.a)For all the cross drainage works aqueducts/ embankment and other works costing less than Rs. 50 Lakhs the defect liability period is 3 years from the date of completion of the entire workNone
17180946950000NoneNoneELIGIBILITYDefect liability period depending upon nature/type of work is as under b)For all cross drainage works/aqueducts/embankment and other works costing more than Rs. 50 Lakhs the defect liability period is 5 years from the date of completion of the entire workNone
17180947010000NoneNoneELIGIBILITYDefect liability period depending upon nature/type of work is as under c)For all types lining and other works the defect liability period is 3 years from the date of completion of the entire workNone
17180947080000NoneNoneELIGIBILITYDefect liability period depending upon nature/type of work is as under d)For works like road, silt and other small works which will be taken up out of maintenance grant the defect liability period shall be 3 months from the date of completion certificate and shall not be later than 6 months from physical completion of the entire workNone
17180947190000NoneNoneELIGIBILITYThe intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the circular GaBhooI/KaGaGu/DCB/2023-24 Date: 08.11.2023None
17180947290000NoneNoneELIGIBILITYThe Bidder should provide valid present postal address and contact number for Communication.None
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover Certificate as per tender documentTrueTechnical Bid
contractor Registration Certificate as per tender documentTrueTechnical Bid
Similar nature of work as per tender documentTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone