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noticeInvitingTenderDTO
createdTs1725535109195
version3
createdDateNone
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tenderTypeRFQ
evaluationTypeONE_COVER
evaluationTypeTextOne Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee640.00
emd51000.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose24-09-2024 16:30:00
tenderQueryClose23-09-2024 16:30:00
technicalBidOpenNone
publishedDate09-09-2024 16:01:52
publishedByPostPWD_EE_DIV_KWR
publishedByUserKPE16212 - RAJ HASSAN CHANDRASHEKARA
bidValidityPeriod90
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonRAJ HASSAN CHANDRASHEKARA
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08283221305
mobileNumber9845185734
tenderSupplierListNone
tenderSchedule
createdTs1725535109227
version8
createdDateNone
modifiedDateNone
tenderNumberPWD/2024-25/BR/WORK_INDENT14910
titleConstruction of Foot Bridge at Kadle Panchayat Bangarmakki Near Devketra House Halla in Honavar Tq. UK. Dist Under Gram Bandu Setuve During 2024-25
descriptionConstruction of Foot Bridge at Kadle Panchayat Bangarmakki Near Devketra House Halla in Honavar Tq. UK. Dist Under Gram Bandu Setuve During 2024-25
categoryWORKS
categoryTextWorks
ecv2539211.36
deptNamePublic Works Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location1684
locationNamePWD Division Office Karwara
provisionalAmount3000000.0
groupOverheadTotal0.0
fileNumber25/2024
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17255351090000NoneNoneBridges/CulvertsConstruction of Foot Bridge at Kadle Panchayat Bangarmakki Near Devketra House Halla in Honavar Tq. UK. Dist Under Gram Bandu Setuve During 2024-252539211.36
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
3929915151651NoneSR Rate 2023-24 Vol-3 P.No.11 I.No.2.17 (ix)cRemoving all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.Above 900 mm. (SR Rate 2023-24 Vol-3 P.No.11 I.No.2.17 (ix)c) ---- With leadm1538.881538.8815.0FalseNoneNoneFalseNoneFalse23083.20
3929916151651NoneSR Rate 2023-24 Vol-1 P.No.8 I.No.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 Note: Cost of De-watering upto 5 % of (A+B) may be added, where required assessment for dewatering shall be made as per site condition (SR Rate 2023-24 Vol-1 P.No.8 I.No.1.14.1) (Rate 102+5%) ---- With leadCum119.95119.95199.92FalseNoneNoneFalseNoneFalse23980.4040
3929917151651NoneSR Rate 2023-24 Vol-1 P.No.11 I.No.1.23Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering,including cost of all materials and labour with all lead and lift complete as perspecifications.(SR Rate 2023-24 Vol-1 P.No.11 I.No.1.23) ---- With leadCum3003.843003.8417.89FalseNoneNoneFalseNoneFalse53738.69760
3929918151651NoneSR Rate 2023-24 Vol-1 P.No.15 I.No.2.1.3Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 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 (SR Rate 2023-24 Vol-1 P.No.15 I.No.2.1.3) ---- With leadCum6707.686707.6813.42FalseNoneNoneFalseNoneFalse90017.06560
3929919151651NoneSR Rate 2023-24 Vol-1 P.No.15 I.No.2.2.3Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (SR Rate 2023-24 Vol-1 P.No.15 I.No.2.2.3) ---- With leadCum7096.327096.3240.71FalseNoneNoneFalseNoneFalse288891.18720
3929920151651NoneSR Rate 2023-24 Vol-1 P.No.112 I.No.6Formwork, Centering & Scaffloding 20% For Box Culvert Raft Foundation (SR Rate 2023-24 Vol-1 P.No.112 I.No.6) ---- With leadCum1589.581589.5840.71FalseNoneNoneFalseNoneFalse64711.80180
3929921151651NoneSR Rate 2023-24 Vol-1 P.No.16 I.No.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 (SR Rate 2023-24 Vol-1 P.No.16 I.No.2.4.3) ---- With leadCum7096.327096.3234.13FalseNoneNoneFalseNoneFalse242197.40160
3929922151651NoneSR Rate 2023-24 Vol-1 P.No.112 I.No.6Formwork, Centering & Scaffloding 20% for Piers & Abutments walls of Box Culvert (SR Rate 2023-24 Vol-1 P.No.112 I.No.6) ---- With leadCum1589.581589.5834.13FalseNoneNoneFalseNoneFalse54252.36540
3929923151651NoneSR Rate 2023-24 Vol-1 P.No.16 I.No.2.5.2Providing and laying in position Reinforced cement concrete for all Super structures of building,Road works,Water works, Irrigation works, Super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators 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, M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (SR Rate 2023-24 Vol-1 P.No.16 I.No.2.5.2) ---- With leadCum7664.167664.1628.35FalseNoneNoneFalseNoneFalse217278.9360
3929924151651NoneSR Rate 2023-24 Vol-1 P.No.112 I.No.6Formwork, Centering & Scaffloding 20% For Solid slab super structures for Box Culvert. (SR Rate 2023-24 Vol-1 P.No.112 I.No.6) ---- With leadCum1716.771716.7728.35FalseNoneNoneFalseNoneFalse48670.42950
3929925151651NoneSR Rate 2023-24 Vol-1 P.No.18 I.No.2.11bSupplying, 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. Foundations of Bridges.(SR Rate 2023-24 Vol-1 P.No.18 I.No.2.11b) ---- With leadTonne96550.7296550.722.65FalseNoneNoneFalseNoneFalse255859.4080
3929926151651NoneSR Rate 2023-24 Vol-1 P.No.18 I.No.2.11cSupplying, 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. Sub structure of Bridges.(SR Rate 2023-24 Vol-1 P.No.18 I.No.2.11c) ---- With leadTonne96804.9696804.962.56FalseNoneNoneFalseNoneFalse247820.69760
3929927151651NoneSR Rate 2023-24 Vol-1 P.No.18 I.No.2.11dSupplying, 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. Super structure of Bridges.(SR Rate 2023-24 Vol-1 P.No.18 I.No.2.11d) ---- With leadTonne97056.9697056.962.27FalseNoneNoneFalseNoneFalse220319.29920
3929928151651NoneSR Rate 2023-24 Vol-3 P.No.117 I.No.12.4Providing 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. (SR Rate 2023-24 Vol-3 P.No.117 I.No.12.4) ---- With leadCum2998.242998.2438.88FalseNoneNoneFalseNoneFalse116571.57120
3929929151651NoneSR Rate 2023-24 Vol-3 P.No.117 I.No.12.2Providing 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. (SR Rate 2023-24 Vol-3 P.No.117 I.No.12.2) ---- With leadm267.68267.6816.4FalseNoneNoneFalseNoneFalse4389.9520
3929930151651NoneSR Rate 2023-24 Vol-3 P.No.121 I.No.13.7Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification (SR Rate 2023-24 Vol-3 P.No.121 I.No.13.7) ---- With leadNo3663.523663.528.0FalseNoneNoneFalseNoneFalse29308.160
3929931151651NoneSR Rate 2023-24 Vol-3 P.No.121 I.No.13.4Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.(SR Rate 2023-24 Vol-3 P.No.121 I.No.13.4) ---- With leadm2535.682535.6828.0FalseNoneNoneFalseNoneFalse70999.040
3929932151651NoneSR Rate 2023-24 Vol-3 P.No.123 I.No.13.15(ii)Filler joint Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. (SR Rate 2023-24 Vol-3 P.No.123 I.No.13.15(ii) ---- With leadm153.44153.4414.4FalseNoneNoneFalseNoneFalse2209.5360
3929933151651NoneSR Rate 2023-24 Vol-3 P.No.117 I.No.12.3Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular material (SR Rate 2023-24 Vol-3 P.No.117 I.No.12.3) ---- With leadCum1308.161308.1643.2FalseNoneNoneFalseNoneFalse56512.5120
3929934151651NoneSR Rate 2023-24 Vol-1 P.No.7 I.No.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 pecifications, including cost of labour,rolling,water,all materials,usage& all ther appurtenaces required to complete the work.(SR Rate 2023-24 Vol-1 P.No.7 I.No.1.8) ---- With leadCum557.42557.42262.5FalseNoneNoneFalseNoneFalse146322.750
3929935151651NoneSR Rate 2023-24 Vol-3 P.No.129 I.No.14.4Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications A. Stone/Boulder (SR Rate 2023-24 Vol-3 P.No.129 I.No.14.4) ---- With leadCum2141.442141.4419.2FalseNoneNoneFalseNoneFalse41115.6480
3929936151651NoneSR Rate 2023-24 Vol-3 P.No.146 I.No.16.15 CProviding and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6 750mm dia (SR Rate 2023-24 Vol-3 P.No.146 I.No.16.15 C) ---- With leadm3735.23735.245.0FalseNoneNoneFalseNoneFalse168084.00
3929937151651NoneSR Rate 2023-24 Vol-2 P.No.127 I.No.13.55.3Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 600X850 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. Extra for depth beyond 45 cm of brick masonry chamber : For 600x850mm size With common burnt clay (non modular) bricks of class designation 3.5 (SR Rate 2023-24 Vol-2 P.No.127 I.No.13.55.3) ---- With leadNos8289.128289.128.0FalseNoneNoneFalseNoneFalse66312.960
3929938151651NoneSR Rate 2023-24 Vol-3 P.No.79 I.No.8.55Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges &fixing charges. (SR Rate 2023-24 Vol-3 P.No.79 I.No.8.55) ---- With leadNo6564.326564.321.0FalseNoneNoneFalseNoneFalse6564.320
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17255351100000NoneNoneELIGIBILITYTenders from Joint ventures are not acceptable.None
17255351100000NoneNoneELIGIBILITYBidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None
17255351100001NoneNoneELIGIBILITYBidders shall ensure upload of relevant document certifying his/her status as other reserved category as prescribed in the tender document.None
17255351100000NoneNoneELIGIBILITYIt 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
17255351100000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17255351100001NoneNoneELIGIBILITYThe 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
17255351100001NoneNoneELIGIBILITYBidder 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
17255351100001NoneNoneELIGIBILITYThe Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government Orders.None
17255351100001NoneNoneELIGIBILITYAs per Karnataka State Government order No.LD/300/LET/2006 Bangalore Dated 01.01.2007 and Government Letter No.PW/134/BMS/2007 Dated 27.7.2007, a sum amounting to 1%of the bill amount will be deducted towards Construction Labour Welfare fund.None
17255351100001NoneNoneELIGIBILITYThe Item Rate quoted shall include the Royalty Charges on construction materials and other taxes as per prevailing Government OrdersNone
17255351100001NoneNoneELIGIBILITYConditional tenders will not be acceptedNone
17255351100001NoneNoneELIGIBILITYAll the items in the tender include all lead, lifts, lab our, hire charges of machinery curing for concrete works, and all other incidental charges necessary for successful completion of works as per the direction of Engineer in charge of this work.None
17255351100001NoneNoneELIGIBILITYThe Tenderer shall obtain the work done certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer (District Level Officer)and scan the Original Certificate and attach the scanned file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical Bids for physical verification.None
17255351100001NoneNoneELIGIBILITYThe tenderer shall note that the scanned Documents can also be uploaded in the tasks created under Document/Evidence Required from the BidderNone
17255351100001NoneNoneELIGIBILITYThe Employer reserves the right to Reject any or all Tenders without assigning any reasonNone
17255351100001NoneNoneELIGIBILITYThe Department is not responsible for any delay in accessing e procurement portalNone
17255351100001NoneNoneELIGIBILITYTenderer shall note that the Tenders of those found Eligible as mentioned in Clause 3 - Qualification of the Tenderer in Section 2 : Instructions to Tenderer I T T will only be considered for evaluationNone
17255354380000NoneNoneELIGIBILITYTo Qualify for award of this contract, each bidder should give all details and documents as per technical and financial bid attached to this tenderNone
17255354510000NoneNoneELIGIBILITYThe bidders shall bear all costs associated with the preparation and submission of each tender, and the employer will in no case be responsible and liable for those costs.None
17255354700000NoneNoneELIGIBILITYAll materials required for this work shall be procured by the bidder himself 2 of 10 e procurement and should got tested by the quality control authorities at his own cost before use on the work.None
17255354850000NoneNoneELIGIBILITYThe tenderer should maintain the Road/Building/Bridge during the Maintenance period of 06 Months.None
17255354950000NoneNoneELIGIBILITYFinancial turnover of previous years shall be given a weightage of 10% per year to bring them to the price level of the 2024-25 in the Technical Qualification Criteria mentioned in the next sectionNone
17255355080000NoneNoneELIGIBILITYIt shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee into the respective receiving bank accounts of e Procurement on or before the last date and time of bid submission.None
17255355210000NoneNoneELIGIBILITYThe Tenderer should be a PWD Registered Class IV & above contractor.None
17255355360000NoneNoneELIGIBILITYThe intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the standard tender documents KW-2 KPWD and further orders thereon.None
17255355460001NoneNoneELIGIBILITYTender period for work completion 06 Months (including monsoon period)None
17255355690000NoneNoneELIGIBILITYEMD Rs. 51000.00 By epayment infavour of Executive Engineer PWD Division Karwar.None
17255355860000NoneNoneELIGIBILITYSuccessful bidder should produce 5% of the Contract price plus difference amount for unbalanced tenders in accordance with Clause 25.5 of ITT and Clause 44 of the Conditions of Contract.None
17255355960000NoneNoneELIGIBILITYAny deviation / error / mistake found in units of items, they should be read as in the unified SR 2023-24 and the rates shall be quoted accordingly.None
17255356060000NoneNoneELIGIBILITYQualification 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 awardedNone
17255356160001NoneNoneELIGIBILITYThe Estimate rates are exclusive of 18% GSTNone
17255356510000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in its name should have in the last five years i.e., 2019-20 - 2023-24. Achieved in at least Two Financial years a minimum annual financial turnover Rs.25.39 Lakhs (UDIN is preferred in Turnover certificate)None
17255356930000NoneNoneELIGIBILITYTo qualify for award of this contract, each Tenderer in its name should have in the last fve years i.e. 2019-20 2020-21, 2021-22, 2022-23 & 2023-24 Satisfactorily completed as prime contractor, at least one similar work such as Construction Foot Bridge work of value not less than Rs.12.69 LakhsNone
preQualCriterionListNone
technicalCriterionListNone
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
PWD Registration CertificateTrueTechnical Bid
PAN CARDTrueTechnical Bid
G.S.T RegistrationTrueTechnical Bid
Annual Financial Turnover Certifcate for the last five years i.e from 2019-20 to 2023-24, UDIN is preferred in Turnover certificateTrueTechnical Bid
To qualify for award of this contract, each Tenderer in its name should have in the last fve years i.e., 2019-20 - 2023-24. Achieved in at least Two Financial years a minimum annual fnancial turnover Rs. 25.39 Lakhs.TrueTechnical Bid
To qualify for award of this contract, each Tenderer in its name should have in the last fve years i.e. 2019-20 2020-21, 2021-22, 2022-23 & 2023-24 Satisfactorily completed as prime contractor, at least one similar work such as Construction of Foot Bridge of value not less than Rs.12.69 LakhsTrueTechnical Bid
Assessed available tender capacity not less than Rs. 25.39 lakhsTrueTechnical Bid
tenderWorkLocationList
tenderSubEstimateNamedistrictNametaluqNameloksabhaContNameassemblyContNamelocationDescriptionlatitudeDegreeslatitudeMinuteslatitudeSecondslongitudeDegreeslongitudeMinuteslongitudeSeconds
Bridges/CulvertsUttara KannadaHonnavaraKanaraKUMTABangarmakki near DevketraNoneNoneNoneNoneNoneNone
tenderAddressNone
tenderRecallDTONone