createdTsNone
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noticeInvitingTenderDTO
createdTs1706787552252
version7
createdDateNone
modifiedDateNone
tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee5000.00
emd385000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose17-02-2024 17:00:00
tenderQueryClose09-02-2024 11:00:00
technicalBidOpen19-02-2024 11:00:00
publishedDate03-02-2024 17:20:54
publishedByPostKREIS_EE1_EEOFF_BNG
publishedByUserKPE16759 - M JAYACHANDRARAJU
bidValidityPeriod90
noOfCalls1
preBidMeetingDate09-02-2024 11:30:01
preBidMeetingYnTrue
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonJAYACHANDRA RAJU
splitEmdRequiredYnTrue
emdBankGuarantee285000.00
emdCash100000.00
bgValidityPeriod135
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08022283366
mobileNumberNone
tenderSupplierListNone
tenderSchedule
createdTs1706787552272
version7
createdDateNone
modifiedDateNone
tenderNumberKREIS/2023-24/BD/WORK_INDENT151
titleCONSTRUCTION OF FOOTBALL GROUND FOR (SC) MDRS AT VARAKODU, MYSORE TALUK, MYSORE DISTRICT.
descriptionCONSTRUCTION OF FOOTBALL GROUND FOR (SC) MDRS AT VARAKODU, MYSORE TALUK, MYSORE DISTRICT.
categoryWORKS
categoryTextWorks
ecv25646317.66
deptNameKarnataka Residential Educational Institutions Society
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location2893
locationNameKREIS Executive Engineer Section Bengaluru
provisionalAmount32500000.0
groupOverheadTotalNone
fileNumberFOOTBALL-GROUND
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17067875520000NoneNoneBuildingsFOOTBALL GROUND25646317.66
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
238119070794NoneItem Code- 1.14.1Earth 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 (Volume 1 Item No 1.14.1 Page No 8) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.Cum102.0102.04810.5FalseNoneNoneFalseNoneFalse490671.00
238119170794NoneItem Code- 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 (Vol 1 Item No 1.8 Page No 7) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.Cum474.0474.03000.0FalseNoneNoneFalseNoneFalse1422000.00
238119270794NoneItem Code-3.41.1Providing 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. 250mm thick ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.Sqm404.0404.0560.0FalseNoneNoneFalseNoneFalse226240.00
238119370794NoneItem Code-5.4Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.Cum6389.06389.0140.0FalseNoneNoneFalseNoneFalse894460.00
238119470794NoneDR1SEPERATION BARRIER-Supply and Placing of Geotextile 250Gsm Seperation Barrier to Cover the entire Field Including the edges ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.Sqm232.0232.0375.0FalseNoneNoneFalseNoneFalse87000.00
238119570794NoneItem Code- 3.8Surface Drains in perforated PVC pipe Construction of surface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/cement concrete/ PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm beddng below the pipe and 300 mm cushion above the pipe cross section of excavaton 450 x 550 mm. Excavated material to be utlised in roadway at site. (Vol 3 Page 18 I No -3.8) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.m813.0813.01450.0FalseNoneNoneFalseNoneFalse1178850.00
238119670794NoneItem Code-4.1(i)Construction 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 -I Material ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.Cum2488.02488.0375.0FalseNoneNoneFalseNoneFalse933000.00
238119770794NoneItem Code- 4.1(ii)Construction 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 -II Material ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.Cum2560.02560.0250.0FalseNoneNoneFalseNoneFalse640000.00
238119870794NoneItem Code- 4.1(iii)Construction 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 -III Material ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.Cum2511.02511.0250.0FalseNoneNoneFalseNoneFalse627750.00
238119970794Nonematerial rateSupply of M-sand over prepared GSB surface ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.Cum1771.21771.2100.0FalseNoneNoneFalseNoneFalse177120.00
238120070794NoneDR2Supply & installation of FIFA Certified Sports Artificial Turf from FIFA PREFERRED Manufacturer having Pile Height of 52 mm or above with following construction of yarn,Carpet,backing,Composition PE, Diamond shape Yarn minimum 400 micron - 10 years warranty and and Dtex of 18000,Tape thickness 400 MicronPile height 52 MM+ ,Guage 5/8inch,Stitches per m2 8190 + or - 10%,Total yarn weight 1608g/sqm + or - 10%,Primary backing PP+ polyester fibre mesh scrim inlay,Secondry backing PU,Overall backing weight 200+800g/sqm + or - 10%.Total carpet weight 2608g/Sqm + or - 10%,infilling of silica sand at the ratio of 12 Kg/m2 & SBR Granules at the ratio of 15/m2 infill as FIFA Standard Installation of turf should be done using a seam tape & suitable PU adhesive.Adehesive TDS should match following basic properties Colour & Form : Grass-Green paste,Characteristics: 2 component,polyurethane-reaction adhesive for outdoor use. Specific Gravity:1480g/Litre,Velocity: Thixotropic,Solids:100% Application: Notched trowel or by suitable machine for applying to Seaming Tape. ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.Sqm3000.03000.05000.0FalseNoneNoneFalseNoneFalse15000000.00
238120170794NoneItem Code-2.1.4Providing 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 20 mm nominal size graded crushed coarse aggregates(Vol 1 Page No 15 Item No 2.1.4 ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.Cum6217.06217.0102.0FalseNoneNoneFalseNoneFalse634134.00
238120270794NoneItem Code-11.57.2Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.(Vol 2 Page No 95 Item No 11.57.2) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.Kg113.0113.05522.0FalseNoneNoneFalseNoneFalse623986.00
238120370794NoneDR3Nylon Fencing providing & Fabrication of Nylon Fencing with the following specification.Net: *Garware make *Mesh Size 2 inch x 2 inch,2.5mm thick, *Tying Rope SIZE-30mm *Color Green,*UV Resistant,*Stanadard Height of net - 20 feet, Poles: GI Wire to top covering, 6mm Wire , *Forged U clamps ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.Sqm1500.01500.0620.0FalseNoneNoneFalseNoneFalse930000.00
238120470794NoneItem Code-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 structures) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.MT79011.079011.011.7324FalseNoneNoneFalseNoneFalse926988.65640
238120570794NoneItem Code-2.4.3Providing 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 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.Cum6336.06336.0130.5FalseNoneNoneFalseNoneFalse826848.00
238120670794NoneItem Code-16.9Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.(Vol 5 Page No 191 Item Code 16.9) ---- Including all lead and lift charges, loading and unloading charges, labour charges, all incidental charges, hire charges of all men and machinery and equipments required for successful completion of work etc., complete. The work shall be executed as per standard technical specifications and as per the directions of the Engineer in charge of the work.Each5454.05454.05.0FalseNoneNoneFalseNoneFalse27270.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17067875530000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17067875530000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17067875530001NoneNoneELIGIBILITYIt 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 submissionNone
17068278610000NoneNoneELIGIBILITYThe 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 bidders end.None
17068278750000NoneNoneELIGIBILITYThe tenderer has to furnish the details of the Head Office including Telephone No.s, E-mail address, the fax and the mobile numbers of the person whom to be contacted.None
17068278920000NoneNoneELIGIBILITYConditional tenders will not be acceptedNone
17068279150000NoneNoneELIGIBILITYThe 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
17068279350000NoneNoneELIGIBILITYThe employer is not responsible for any delay in accessing E - Procurement Portal.None
17068279500000NoneNoneELIGIBILITYRoyalty on construction materials and other taxes will be deducted as per prevailing Govt orders.None
17068279700000NoneNoneELIGIBILITYMaterials like bitumen,steel,cement etc.,required for the work shell be procured by the tenderer themselves and should got tested by the quality Assurance authority before use on the work.None
17068279880000NoneNoneELIGIBILITYMaterials like bitumen,steel,cement etc.,required for the work shell be procured by the tenderer themselves and should got tested by the quality Assurance authority before use on the work.None
17068280050000NoneNoneELIGIBILITYAll scanned documents to be uploaded shall be in original, Submit the original document at the time of technical bid opening or next day and the Executive Director reserves the right to verify the original documents before approval.None
17068280480000NoneNoneELIGIBILITYIf any, additional information required, the same may be obtained from the office of the Executive Director, 8, M S B-1, 6th & 7th Floor, Cunningham Road, Bangalore-52 during office hours on all working days. It may be noted that if any of the dates mentionedNone
17068280710000NoneNoneELIGIBILITYThe employer reserves the rights to Reject or accept any or all the tenders without assigning any reasonsNone
17068280810000NoneNoneELIGIBILITYThe Tender processing fee shall not be refundable.None
17068281020000NoneNoneELIGIBILITYThe employer reserves the rights to Reject or accept any or all the tenders without assigning any reasonsNone
17068281990001NoneNoneELIGIBILITYtenderer who qualifying in the technical bid such tenderer financial bid will be opened.None
17068282460000NoneNoneELIGIBILITYontractor should establish a fully functional laboratory at site at no extra cost in order to carry out all the required tests for the materials being used in the project.None
17068282710000NoneNoneELIGIBILITYontractor should take all precautions to ensure that no damage is caused to the existing similar 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 cost. Contractor should carryout additional test required to test the suitability of materials before using the same to the work.None
17068283270000NoneNoneELIGIBILITYFormation levels and other data furnished are bare minimum the contractor should make all efforts to validate and to get additional data if required at his own cost. Contractor should execute the project with least impact to the environment.None
17068283880000NoneNoneELIGIBILITYWhen Structure constructed disputes arising on account of damages to the existing bunds, Structure and other private properties, if any, has to be resolved by the contractor. All precautions should be taken by the contractor so that there are no damages to such public /private properties.None
17068284000000NoneNoneELIGIBILITYContractor 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 client.None
17068284100000NoneNoneELIGIBILITYContractor should follow strictly the prevailing rules of labour act.None
17068284720000NoneNoneELIGIBILITYThe Bidder shall not furnish any fake/fabricated/false information or withhold facts etc., if the bidder is found to have violated any of these above (found either during evaluation or after awarding the tender), the tender shall be rejected and action as per rules and regulations shall be taken against the Bidder.None
17068284880000NoneNoneELIGIBILITYIf the Successful Bidder has quoted lesser rates than the estimated rates then he should without fail remit the Unbalanced Tender Amount along with the Security Deposit within the stipulated time as that shall be specified in the Letter of Acceptance, failing which the tender of the Successful Bidder shall be rejectedNone
17068285100000NoneNoneELIGIBILITYWith regard to tenders where lesser rates are quoted by the tenderer as per Standard Tender Document the contractor along with his financial bid shall furnish a detailed rate analysis for such of the items where has quoted lesser rates than the estimated rates. The rate analysis must indicated break up of rates for various components such as materials, labour, machinery and other relevant components. He shall also explain & substantiate how such lesser quoted rates would work out for him from the point of view of doing quality work. He shall also give undertaking that the rates quoted by me are workable to execute quality wok as per specifications and to the full satisfaction of the department Any failure on the part of the contractor in not submitting the above said information along with his financial bid in E-proc will be viewed seriously during evaluation of his financial bidNone
17068285670000NoneNoneELIGIBILITYThe bidders should submit the Bid capacity compulsorily. The details of balance work B value (works on hand & works for which tender submitted). Should be submitted in the prescribed format & should be signed by the concerned Executive Engineer / District level officer. In case the bidder does not furnish the above details/suppresses the actual facts/ produces false facts, along with the Technical bid, the technical bid of such bidder shall be considered for rejection.None
17068285830000NoneNoneELIGIBILITYAll the items of work as Mentioned in the Bill of Quantity (BOQ) are including lead and lift charges loading and unloading charges labour charges, curing all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and as per the directions of Engineer in charge of the work.None
17068285970000NoneNoneELIGIBILITYThe Defect liability period of the work is 24 Months from the date of submision of final bill.None
17068286150000NoneNoneELIGIBILITYTerms and condition of Contract as per Approved STD KW-4.None
17068286320000NoneNoneELIGIBILITYQAP & PERT chart should be submitted by the successful bidder within 3 Days From date of Agreement.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneTenderer should Satisfactorily completed as prime contractor, atleast one similar work one similar work such as Sports Complex like Cricket Ground/Indoor stadium/Running track/Football Ground/Basketball court etc of value not less than Rs 129.00 Lakhs. The workdone certificate duly signed not below the Rank of Executive Engineer.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneExecuted in any one year, the following minimum quantities of work:(2017-18 to 2021-22). RCC 105.0 Cum, Steel 10.0 MT. Tenderer Shall submit Workdone Certificate stating the above quantities executed issued by not below the rank of executive Engineer.Past ExperienceNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneWork Done Certificate
NoneNoneNoneNoneThe tenderer has to furnish Company Profile and details of Technical Personnel working/Associated with him the qualification and experience of individual are to be mentioned.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- RELEVANT DETAILS
NoneNoneNoneNoneThe Tenderer shall give details of the works on hand (Present contract commitment) duly signed by the bidder.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- RELEVANT DETAILS
NoneNoneNoneNoneAchieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs513.00 Lakhs Duly certified by CA with UDIN.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneTenderer has to furnish Annual turnover for the last 5 years i.e. 2018-19, 2019-20, 2020-21, 2021-22 & 2022-23 Duly certified by CA with UDIN.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneAudited CA Certificate of Annual Turnover
NoneNoneNoneNoneThe tenderer has to furnish liquid assets and /or availability of credit facilities of no less than Rs: 129.00 Lakhs Credit lines/ letter of credit/ certificates from Nationalized/ Scheduled banks.Financial StatusNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneLine of Credit
NoneNoneNoneNoneDELETEDOthersDELETED
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NoneNoneNoneNoneOthers -- DELETED
NoneNoneNoneNoneDELETEDOthersDELETED
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NoneNoneNoneNoneOthers -- DELETED
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NoneNoneNoneNoneOthers -- DELETED
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NoneNoneNoneNoneOthers -- DELETED
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NoneNoneNoneNoneOthers -- DELETED
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NoneNoneNoneNoneOthers -- DELETED
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NoneNoneNoneNoneOthers -- DELETED
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NoneNoneNoneNoneOthers -- DELETED
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NoneNoneNoneNoneOthers -- DELETED
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NoneNoneNoneNoneOthers -- DELETED
NoneNoneNoneNoneThe Tenderer shall have valid class-II and above KPWD/CPWD/MES/Railways/Public sectors licence.OthersREGISTRATION CETIFICATE
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNonePWD Registration Certificate (Class I/II/III/IV)
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover CertificateFalseTechnical Bid
Company Registration CertificateFalseTechnical Bid
tenderWorkLocationList
tenderAddress
createdTs1706945980000
version0
createdDateNone
modifiedDateNone
blockNumberOffice of the Superintending Engineer, 1st floor, KREIS, Cunningham Road, Bengaluru
streetNone
cityBengaluru
stateKarnataka
pin560052
tenderRecallDTONone