createdTsNone
versionNone
createdDateNone
modifiedDateNone
noticeInvitingTenderDTO
createdTs1710335556474
version3
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee5000.00
emd698000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose21-03-2024 17:10:00
tenderQueryClose20-03-2024 16:00:00
technicalBidOpen22-03-2024 17:30:00
publishedDate14-03-2024 17:03:36
publishedByPostCNNL_EE_DIV_VC_MDY
publishedByUserKPE16095 - J NANJUNDEGOWDA
bidValidityPeriod90
noOfCalls1
preBidMeetingDate16-03-2024 11:00:00
preBidMeetingYnTrue
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonv c division
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08232225046
mobileNumber8232225046
tenderSupplierListNone
tenderSchedule
createdTs1710335556504
version4
createdDateNone
modifiedDateNone
tenderNumberCNNL/2023-24/IW/WORK_INDENT906
titleImprovements to atchkat road from SH-84(Huli halla bridge) to Hallegere tank inlet under Shimsha Branch Canal in Mandya Taluk.
descriptionImprovements to atchkat road, construction of retaining wall., culverts, canal & Canal service road.
categoryWORKS
categoryTextWorks
ecv46489749.63
deptNameCauvery Neeravari Nigam Limited
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location5703
locationNameCNNL VC Div Mandya
provisionalAmount47000000.0
groupOverheadTotal7091656.72
fileNumberCER447
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17103355570000NoneNoneIrrigation and Other WorksImprovements to atchkat road from SH-84(Huli halla bridge) to Hallegere tank inlet under Shimsha Branch Canal in Mandya Taluk.39398092.91
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3049325103133Nonecode01Clearing 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. (ii) By Mechanical Means using Dozer (a) In area of light jungle as directed by Engineer in charge of the work.100 Sqm412.65412.65172.8FalseNoneNoneFalseNoneFalse71305.920
3049326103133Nonecode02Loosening, 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 as directed by Engineer in charge of the work.Cum110.25110.25648.0FalseNoneNoneFalseNoneFalse71442.00
3049327103133Nonecode03Construction 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 as directed by Engineer in charge of the work.Cum497.7497.76443.18FalseNoneNoneFalseNoneFalse3206770.6860
3049328103133Nonecode04Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material as directed by Engineer in charge of the work.Cum2611.352611.351539.0FalseNoneNoneFalseNoneFalse4018867.650
3049329103133Nonecode05Providing, 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 inuniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as directed by Engineer in charge of the work.Cum2686.952686.952011.5FalseNoneNoneFalseNoneFalse5404799.9250
3049330103133Nonecode06Construction 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 as directed by Engineer in charge of the work.Cum517.65517.65772.2FalseNoneNoneFalseNoneFalse399729.330
3049331103133Nonecode07Providing 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 0.70 kg per m2 using mechanical means as directed by Engineer in charge of the work.Sqm43.0543.057695.0FalseNoneNoneFalseNoneFalse331269.750
3049332103133Nonecode08Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom as directed by Engineer in charge of the work.Sqm14.714.77695.0FalseNoneNoneFalseNoneFalse113116.50
3049333103133Nonecode09Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 at 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction as directed by Engineer in charge of the work.Cum8069.258069.25384.75FalseNoneNoneFalseNoneFalse3104643.93750
3049334103133Nonecode10Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 at 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision as directed by Engineer in charge of the work.Cum10659.610659.6192.38FalseNoneNoneFalseNoneFalse2050693.8480
3049335103133Nonecode11Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes as directed by Engineer in charge of the work.Sqm556.5556.5324.0FalseNoneNoneFalseNoneFalse180306.00
3049336103133Nonecode12Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 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:67:2022 as directed by Engineer in charge of the work.Each4985.44985.45.0FalseNoneNoneFalseNoneFalse24927.00
3049337103133Nonecode13Laying Cement Concrete Pipe NP3 (burried conduits) of 500mm dia on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as directed by Engineer in charge of the work.m2721.62721.660.0FalseNoneNoneFalseNoneFalse163296.00
3049338103133Nonecode14Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channelvertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811Type - A, "W" : Metal Beam Crash Barrier as directed by Engineer in charge of the work.m3822.03822.0350.0FalseNoneNoneFalseNoneFalse1337700.00
3049339103133Nonecode15Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing as directed by Engineer in charge of the work.Sqm10187.110187.12.16FalseNoneNoneFalseNoneFalse22004.1360
3049340103133Nonecode16Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete. 300mm thick as directed by Engineer in charge of the work.Sqm477.75477.751500.0FalseNoneNoneFalseNoneFalse716625.00
3049341103133Nonecode17Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including 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 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth as directed by Engineer in charge of the work.Cum381.15381.15512.0FalseNoneNoneFalseNoneFalse195148.80
3049342103133Nonecode18Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including 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 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work Depth exceeding 1.5 m, but not exceeding 3 m as directed by Engineer in charge of the work.Cum446.25446.25524.0FalseNoneNoneFalseNoneFalse233835.00
3049343103133Nonecode19Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work In Hard Rock ( requiring blasting) Depth exceeding 3m, but not exceeding 4.5m as directed by Engineer in charge of the work.Cum746.55746.55256.0FalseNoneNoneFalseNoneFalse191116.80
3049344103133Nonecode20Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates as directed by Engineer in charge of the work.Cum6288.456288.45145.52FalseNoneNoneFalseNoneFalse915095.2440
3049345103133Nonecode21Providing 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 necessary, 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 as directed by Engineer in charge of the work.Cum7303.077303.071778.97FalseNoneNoneFalseNoneFalse12991942.43790
3049346103133Nonecode22Supplying, 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 f) Canal & Allied Works as directed by Engineer in charge of the work.Tonne94510.594510.525.98FalseNoneNoneFalseNoneFalse2455382.790
3049347103133Nonecode23Polyurethane based water proofing for Retaining Wall Providing and laying water proofing treatment to the Retaining wall area with PU Elastomeric Single component liquid applied, cold applied, moisture cured high tensile elastomeric PU waterproofing membrane having elongation of more than 400% and having solid content of above 90% at 1.6kg/m2 in 2 coats to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer at150 g/m2. The cost is inclusive of surface preparation, crack filling, repair of loose mortar etc. completely as per specification as directed by Engineer in charge of the work.Sqm932.4932.4808.0FalseNoneNoneFalseNoneFalse753379.20
3049348103133Nonecode24Providing 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 as directed by Engineer in charge of the work.m250.95250.95189.5FalseNoneNoneFalseNoneFalse47555.0250
3049349103133Nonecode25Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge of the work.Cum1746.151746.1532.55FalseNoneNoneFalseNoneFalse56837.18250
3049350103133Nonecode26Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including 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 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m as directed by Engineer in charge of the work.Cum107.1107.13177.43FalseNoneNoneFalseNoneFalse340302.7530
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17103355570000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17103355570000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17103355570001NoneNoneELIGIBILITYNOT 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
17103928420000NoneNoneELIGIBILITYThe Intending bidder are advised to visit the site of work and also access the tender documents well in advanceNone
17103928530000NoneNoneELIGIBILITYConditional tenders will not be acceptedNone
17103928620000NoneNoneELIGIBILITYThe 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 costs.None
17103928730000NoneNoneELIGIBILITYThe TENDER PROCEESING FEE will not be refunded.None
17103928810000NoneNoneELIGIBILITYThe CNNL reserves the right of rejecting all or any of the tenders without assigning any reasons,None
17103928900000NoneNoneELIGIBILITYIf the quoted rates for the items fall below the estimated rates, the successful bidder should produce an additional performance Guarantee in the form of Bank Guarantee for the difference amount of quoted rates and estimated rates before executing agreement with CNNL. In case of contractor quoting rate above 125% of the estimated rates, then the amount over and above 125% will be withheld during the progress of work.None
17103928980000NoneNoneELIGIBILITYThe contractor should be registered in respective class Category of KPWDNone
17103929710000NoneNoneELIGIBILITYRoyalty on construction materials and other taxes will be deducted as per prevailing Govt ordersNone
17103929810000NoneNoneELIGIBILITYThe rates quoted by the contractor must be exclusive of GST The contractor is also required to pay quarry Fees, Royalties, Octroi Dues levied by the state Government or any Local body or an authority and ground rent, if any, charged by the Executive Engineer for stacking materials. No Extra Payment on this account will be made to the contractor.None
17103929900000NoneNoneELIGIBILITYMaterials like steel, cement etc., required for the work shall be procured by the Contractor themselves and should get the same tested by the quality control authority of CNNL before use in this workNone
17103930000000NoneNoneELIGIBILITYAll the formats prescribed in the bid document shall be filled by the bidders in a complete manner. Incomplete formats may constitute sufficient reason at the discretion of CNNL for rejection of the bidNone
17103930090000NoneNoneELIGIBILITYAll scanned documents to be uploaded shall be in original and the Executive Engineer will verify the original documents at any stage before recommending for approval.None
17103930190000NoneNoneELIGIBILITYFurther particulars, if any, required by the bidders can be had from the office of the Executive Engineer, VC Division, Mandya during office hours on all working days. It may be noted that if any of the calendar of any event mentioned above happen to be General Holiday / Declared holiday, the next working day will hold good for the respective eventsNone
17103930290000NoneNoneELIGIBILITYThe work includes all lead and lift / de-lift and work shall be carried out as per instruction of engineer-in-charge of the work. And all the specification as per all relevant Indian codes. The rate for the specifications in the Schedule-B includes all lead and lift, irrespective of distance and heightNone
17103930380000NoneNoneELIGIBILITYThe intending bidders should note that if any of the land either in part / parts or in whole required for the work is not yet acquired by the Nigama, it shall be the responsibility of the bidder to take possession of such land and start the work by obtaining necessary consent of the land owners before commencement of work at no extra cost to the Nigama and no claim what so ever relating to non-availability of land will be entertained. Any delay in obtaining consent of the land owners shall not be considered for any additional compensation.None
17103930480000NoneNoneELIGIBILITYThe undersigned reserves the right to either postpone or to cancel the entire process of tenderNone
17103930570000NoneNoneELIGIBILITYIf CNNL wishes to engage third party consultants for quality control assessment, apart from the CNNL quality control and field tests, the contractor should co-operate with both Quality control authorities and the third partyNone
17103930670000NoneNoneELIGIBILITYDefect liability period will be 3 Years from the date of completion and satisfactory commissioningNone
17103930760000NoneNoneELIGIBILITYPerformance guarantee:- For all works an amount equal to 5.00% of the contract value will be withheld as Performance Guarantee Amount till the expiry of the defect liability periodNone
17103930850000NoneNoneELIGIBILITYBuilding and other construction workers welfare cessNone
17103930930000NoneNoneELIGIBILITYThe contractor shall subscribe 1.00% of gross amount of each bill payable to him in respect of contract to the building and other construction workers welfare cess as per GO No: LD 300 LET 2006, Bangalore, dated: 18-01-2007. The amount of subscription will be recovered out of payable amount to him in each bill. This component is deemed to have been included in the quoted rate / percentage.None
17103931040000NoneNoneELIGIBILITYThe Tenderer should furnish the Name of the individual / firm/ Company with address and telephone number with place of registration, year of incorporation etc.,None
17103931120000NoneNoneELIGIBILITYThe scanned signature of the bidders / authorized representatives of the bidders shall be attached while uploading the Bid documentNone
17103931210000NoneNoneELIGIBILITYThe Tenderer should furnish the requisite Earnest Money DepositNone
17103931300000NoneNoneELIGIBILITYThe Tenderer should furnish a copy of the Income Tax Return for the latest financial yearNone
17103931380000NoneNoneELIGIBILITYA copy of GST Certificate of the latest financial YearNone
17103931520000NoneNoneELIGIBILITYThe rates quoted are exclusive of GST. The GST will be paid separately as per prevailing ratesNone
17103931610000NoneNoneELIGIBILITYThe necessary certificates / documents in support fulfilling qualification criteria stipulated separately shall be scanned and attached to e-procurement document. The original document shall be produced at the time of opening of tender containing the Technical Bid for verificationNone
17103931700000NoneNoneELIGIBILITYThe Bidder should also furnish the list of work on hand with all details. Such as bid cost, date of entrustment, stipulated date of completion, actual date of completion, completed cost of work, etcNone
17103931790000NoneNoneELIGIBILITYNecessary certificates should be signed by an officer not below the rank of the Executive EngineerNone
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneThe bidder/Firm/company should have satisfactorily completed(at least 90% of the contract value), as a prime contractor, at least one similar work such as Improvements / Construction of roads and CD works of value not less than Rs.197.00 Lakhs at 2023-24 price level in the preceding last five years. (i.e. 2018-19 to 2022-23), NOTE-1.the financial figures mentioned above is at 2023-24 price levels. Financial turnover and cost of completed works of previous years will be given a weightage of 10% per year based on the rupee value to bring them to current price levels. NOTE-2 Work done Certificate issued by Executive Engineer should be UploadedPast ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneThe intending bidder/firm/company should have in the last five years satisfactorily executed in any one year (for the continuous period of 12 months) the following minimum quantities of the work. a. GSB/WMM/WBM 2840.00 cum, b.BM/SDBC/BC 462.00 cum. c. Concrete :1540.00 cum Steel 21.00 tonne. note: work done certificates with year wise break up of quantities duly signed by an officer not below the rank of executive engineer should be submitted along with the technical bid certificates issued by the private individuals/private companies/private firms etc will not be considered.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneAvailability by owning at least 50 Percent of the required / specified key and critical equipment for this work & the remaining 50 Percent can be deployed own/ lease / hire basis for all works provided, the relevant documents (commitment agreements etc.) for availability for this work are furnished. 1.Excavator - 2 nos (1 Own, 1 own/ Lease/ hire), 2. Vibratory Roller- 2nos (1Own, 1own/ Lease/ hire) 3. Self loading concrete mixer / Ajax - 2nos (1 Own, 1 own/Lease/hire), , 4. Tippers -4nos (2 Own, 2 own/Lease/hire). 5. Plate / Needle Vibrator -2nos (1Own, 1own/Lease/hire). 6. water tanker -4nos (2 Own, 2 own/Lease/hire).Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Machineries details with RC copies/agreement copies
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 awardedCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- BE certificate / CV
NoneNoneNoneNoneList of existing commitments and ongoing worksCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Details should be submitted in the prescribed format
NoneNoneNoneNoneTenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under, Assessed available tender capacity (AxNx1.5-B) Where, A-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. N-Six months prescribed for completion of the works for which tenders are invited. B-Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 6 monthCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Details should be submitted in the prescribed format
NoneNoneNoneNoneThe intending bidder/firm/ company / should have achieved in at least two out of last Five financial years (i.e. 2018-19 to 2022-23) (In all classes of civil Engineering construction works only) a minimum annual financial turnover of Rs.788.00 lakhs, NOTE - Audited balance sheets and Turnover certificate duly certified by Chartered accountant should be uploaded. Financial turnover of previous years will be given a weightage of 10% per year based on the rupee value to bring them to current price valueFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneThe bidder / firm/company should furnish details of liquid assets and or availability of credit facilities of Rs. 118.00 Lakhs for the work mentioned above for meeting the required funds in the form of credit lines / line of credit / certificate from scheduled /Nationalized Bank in the prescribed formatFinancial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
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 yearOthersnot applicable
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- not applicable
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 yearOthersnot applicable
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- not applicable
NoneNoneNoneNoneList of works for which tenders already submittedOthersnot applicable
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- not applicable
NoneNoneNoneNoneBanker Details for referenceOthersnot applicable
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- not applicable
NoneNoneNoneNoneConstruction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awardedOthersnot applicable
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- not applicable
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 awardedOthersDetails should be submitted in the prescribed format
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- not applicable
NoneNoneNoneNoneList of Financial Resources with CertificatesOthersnot applicable
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- not applicable
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover Certificate should be duly certified by CATrueTechnical Bid
KPWD Registration Certificate of class II and aboveTrueTechnical Bid
Work done Certificate with year wise executed quantity breakup duly certified by The Executive EngineerTrueTechnical Bid
Line of credit certificate from Scheduled/Nationalized Bank in the prescribed formatTrueTechnical Bid
Technical person certificates and CVTrueTechnical Bid
Tender capacity calculation with existing commitments detailsTrueTechnical Bid
Machinery details with RC Copies/Agreement copiesTrueTechnical Bid
Similar nature of work done certificate duly certified by The Executive EngineerTrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
Irrigation and Other WorksMandyaMandyaMandyaMANDYAHallegereNoneNoneNoneNoneNoneNone
tenderAddress
createdTs1710394202000
version0
createdDateNone
modifiedDateNone
blockNumberChief Engineer, Irrigation(South) Zone
streetNone
citymysore
stateKarnataka
pin570024
tenderRecallDTONone