Appendices M-Q

691 Pages·2016·42.42 MB·English

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SectionB-SuppliesorServicesandPrices
ITEMNO SUPPLIES/SERVICES MAX UNIT UNITPRICE MAXAMOUNT
QUANTITY
0010 Dollars, $5,935,738.00NTE
U.S.
EXERCISED OptionYearIII
OPTION FFP
Clean,Inspect,andRepairTanks2and20,FISC,PearlHarbor,HIinaccordance
withtheattachedStatementofWork,clarifications,previouslysupplied
informationsuchas,TankHistoryforTanks2and20,Dwgs.294006,293943,
293963,293987,and293923,WageDeterminationHI070001dated4/13/07HI1.
ContractorfinalrevisedproposaldatedAugust10,2007isacceptedandis
incorporatedbyreference.
FOB:Destination
PURCHASEREQUESTNUMBER:
MAX $5,935,738.00
NETAMT
ITEMNO SUPPLIES/SERVICES MAX UNIT UNITPRICE MAXAMOUNT
QUANTITY
001001 UNDEFINED UNDEFINED UNDEFINED
MAX UNDEFINED
NETAMT
$3,000,000.00
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ITEMNO SUPPLIES/SERVICES MAX UNIT UNITPRICE MAXAMOUNT
QUANTITY
001002 UNDEFINED UNDEFINED UNDEFINED
MAX UNDEFINED
NETAMT
$2,935,738.00
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SectionC-DescriptionsandSpecifications
STATEMENTOFWORK
Location: PearlHarborFISC,HI
Project: Clean,Inspect,andRepairStorageTanks2and20
StatementofWork
Clean,Inspect,andRepairStorageTanks
1.0 GENERAL
1.1 Scope
ThisStatementofWorkdefinesthescopeforcleaning,inspectingandrepairingmilitarystoragetanks
worldwide. Dependingontanktypeand/orhistoryacompleteout-of-serviceAPI653inspection,anin-service
API653inspection,amodifiedAPI653,orSteelTankInstitute(STI)inspectionwillbeperformed. Tank
repairsunderthisscopeshallincludeinstallationoftankgaugingtubes(stillingwells)foralltanksover30,000
gal. Therepairsofdeficienciesfoundduringtheinspectionshallbeanoptiontothecontract. Sitespecific
informationincludingthetypeofinspection,theneedforstillingwellsandotherapplicableinformationis
locatedinSection2.0.
1.2 Requirements
ThefollowingarerequirementsthatshallbefollowedunlessstatedotherwiseinSection2.0. Latesteditionsof
allcodesshallbeused.
1.2.1 Allworkshallbeperformedinasafeandprofessionalmannerinaccordancetoapplicablefederal,
stateandlocalregulations.
1.2.2 InspectionsandrepairsshallbecarriedoutinaccordancetoAmericanPetroleumInstitute(API)
Standard653,TankInspection,Repair,AlterationAndReconstruction,SteelTankInstitute(STI)SP001-00
StandardfortheInspectionofAbovegroundStorageTanksSP001,andallamendmentsassupplementedby
thisstatementofwork. TypesofinspectionstobeperformedarespecifiedinSection2.0.
1.2.3 AllcoatingworkshallbeperformedbySPCCQP-1certifiedcontractorsinaccordancetoUFGS
09970,09971,and09973.
1.2.4 Thetankevaluationshallbeperformedbyaqualifiedinspectororengineer,experiencedintank
design,fabrication,repair,construction,inspection,operationandbehavior. Theinspectionreport
shallbesignedbytheAPI653inspectorandstampedandsignedbyaregisteredprofessional
engineerfamiliarwiththeprovisionsoftheAPIStandard653.
2.0 SITESPECIFICINFORMATION
Thefollowingsectioniscreatedforthisspecificlocation(s)forthisproposalrequest. Therestofthescopeofwork
shallbefollowedunlessSection2.0statesotherwise.
2.1 TankInformation
Thefacilityidentifiedaboverequiresservicesfortanks2and20. Relevantinformationforeachtankcanbe
foundinTable2.1inAppendixA.
TheRedHillfuelstoragetankcomplexislocatedontheIslandofOahu,Hawaii. TheRedHillfuelstoragetank
complexconsistsofmultipleundergroundstoragetanksconstructedin1942-1943. TheRedHillTankshavea
coatedweldedsteellinerbackedupbyconcretewhichbearsagainstthesolidrockfromwhichthetankswere
carved. Eachtank’snominalcapacityis302,000barrelsofJP-5. Theconfigurationoftheseverticalcylindrical
tanksis100feetindiameterand250feetinheight. Thetankisdomedonthelowerandupperends. Accessto
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thetanksisprovidedbyanupperaccesstunnel190feetabovethetankbottomandaloweraccesstunneljust
belowthetankbottom.
2.2 InspectionsDue
Inthissectionidentifywhattypeofinspectionisdueforeachtank.
Tank2–ModifiedAPI653OutofServiceInspection
Tank20–ModifiedAPI653OutofServiceInspection
2.3 GaugeTubes(StillingWells)
Thissectionwillidentifywhattankshavegaugetubesandwhattanksneedgaugetubes.
Nogaugetubesarerequired.
2.4 AnticipatedProblems
Inthissectionincludeanyanticipatedproblemssuchascoatingfailures,inventoryproblems,etc.
Noneknowatthistime.
2.5 GovernmentFurnishedInformation
InformationislocatedinAppendixE.
2.5.1 HistoryofTank 2&20
2.5.2 DrawingsofTank2&20.
2.5.3 Drawingsofhydraulicboomandbasket. ThisinformationisprovidedtotheContractor
forthebiddingpurpose
2.6 GovernmentServicesAvailabletotheContractor
Table2.2,liststheservices,ifany,thefacilitycanprovidetothecontractorforpurposesofcompletingthe
requiredtasksstatedinthisSOW.
Table2.2. GovernmentServicesAvailabletotheContractor
IfYes,limitsonwhatthegovernmentcan
Yes/No
provideoraccept.
Governmentwillprovidewaterfortank
Yes
cleaning
Governmentwillacceptresidualfuel/wash
Yes/No/No
rinsates/sludge
Governmenttoprovideelectricity Governmentcanprovideelectricityinsidethe
Yes tunnel,butnotoutsidefortrailers.
Governmentwillprovidecompressedair No
Governmentwillinstallhighlegsfortanks
withfloatingroofs NA
TheGovernmentwillprovidetrainassistanceintunnel. See
Other Section2.10.7.
2.7 TankHistory
Inthissectionincludeanyinformationregardingupgrades,coatings,repairs,damage,unauthorizedreleaseof
product,etc.
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Tanks2&20werebothconstructedin1942.
2.8 BaseAccess
Inorderforthecontractortogainaccesstothefacilityinatimelymannerthefollowingneedstobesubmitted.
2.8.1 ContractorInformation
TheinformationrequiredtoobtainbaseaccessshallbesubmittedtotheNTR14calendardayspriorto
arrival:
2.8.1.1 FullNamewithMiddleInitial
2.8.1.2 SSN
2.8.1.3 DateofBirth
2.8.1.4 Driver’sLicensewithStateofIssuance
2.8.1.5 Employer’sName,address,phonenumber
2.8.1.6 Plannedarrivaldateandplannedfinishdateforsitepersonnel
Ifarentalcarisused,therentalagreementshallbepresentedtoPassandDecalwhenaccessisrequired. A
validpictureIDwillneedtobepresentedatthetimeofarrival.
2.8.2 SpecialSecurityMeasures
RedHillaccesswillalsoneedtobeobtained. Forthisaccesstheneedinformationisthesameas
2.8.1,butarecentphotoofeachpersonisrequired. Adigitalphotoisacceptable.
2.9 Scheduling
Thissectionincludeswhen,howmany,andforhowlongtanksbetakendown.
InitiallytheContractorwillbegivenonetank. Afterthecleaning,inspection,and
recommendationshavebeenmade,theContractorwillbegiventhesecondtank. Contract
modificationnegotiationsandothercontractadministrationwillbedonewhiletheContractoris
workingonthesecondtank.
2.10 Other
ThissectionincludesotheritemsnotaddressintheSiteSpecificSectionortheremainingoftheSOW.
2.10.1 Hydrostaticpressuretestthepipingbetweenthetanks’skinvalvesandthetank. These
linesshallbetestedto1.5MAWPforaminimumoftwohours. Thereisapproximately20ftofpipe
pertanktotest.
2.10.2 Oncethedegassingoftankiscompleted,theContractorshallnotifytheNTRtomake
arrangementwithFISCtoremovetankgaugingandtemperaturesensingequipmentfromthetank.
TheContractorshallmaintainavapor-freeconditioninsideofthetank. Theventilationequipment
shallbeexplosionproofandhaveanairrateofonechangeperhour.
2.10.3 Priortoanyworkinsideoftank,replaceanymissingstructuralmemberstorepairthe
towerandtheaccesscatwalk. TheContractorshallprovideaseparatecostestimateforanyrepairof
thetowerandtheaccesscatwalk. ThisshallbeanoptionforDeliveryOrdermodification. The
Contractorshallprovidestructuralintegritycertificationofthetowerandtheaccesswalkwaybya
registeredprofessionalstructuralengineer.
2.10.4 TheinformationofexistingGovernmentboomsandbasketswillbeprovidedtothe
Contractorfortheirinformationonly. TheGovernmentprovidedboomsandbasketscannotbe
utilizedforexecutionoftheproject.
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2.10.5 DuetotheunusualdimensionsandconfigurationsoftheRedHillTanksandthe
requirementofcleaningandinspectionofentiretankinterior,theContractorshallprovideadetailed
planofengineeringapproachhowtoaccessallthesteelplatesofTank2&20. Theplanshallbe
reviewedandapprovedbytheGovernmentasapartoftheWorkPlan. Abriefdiscussionofthis
shallalsobeincludedinthebidproposals.
2.10.6 TheContractorshallthoroughlycleanthetankincludingthecentertower,catwalk
structure,top&bottomdomes,andtheshell. Allsludge,sediment,washwaterandotherdeleterious
materialfromthetankshallberemovedanddisposedofbytheContractor. Forthebidding
purposes,theContractorshallestimate20barrelsofsludgetobepresentineachtank. Assume
minimalresidualfuelispresent.
2.10.7 TheGovernmentwillprovidetrainassistancetoamaximumoffourhoursonanywork
dayintheLowerAccessTunnelonly. Trainsupportshallonlybeprovidedduringstandard
Governmentworkhoursof8amto4pm,MondaythruFriday. TheContractorshallnotifythe
Governmentnolessthanone(1)dayinadvanceofthetimeandlocationthatthecontractorrequires
thetrainsupport. Allloading,unloadingandsecuringofmaterialontoflatbedsshallbethe
Contractor’sresponsibility. ContractorretainsresponsibilityforallitemsduringGovernment
transport.
2.10.8 TheContractorshalldisconnectpipelines(twofuellinesandoneslopline)connectedto
thetankbottombyremovingdouble-block-and-bleedplugvalvesand/orballvalvesandinstalling
solid-plateblindflangestopreventanyflammablematerialenteringfromthetankstotheactive
pipelines. Theskinvalvestoberemovedaremotoroperatedvalves,andallelectricalcomponents
shallbedisengagedbyacertifiedelectricianbeforeremovingthevalvesfromthepipelines. Upon
completionoftheinspection(post-repairinspection,ifthereisanyrepairdone),thevalvesshallbe
installedbacktothepipelinesandtheelectricalcomponentsshallberestoredfornormaloperating
conditionwithnewgasketsandbolts. TheContractorshallconfirmthesizesofvalvestoremoveat
site-walk. ControlsystemtobelockedandtaggedoutbyGovernment.
2.10.9 Inspectionshallincludeassessmentsofupperdome,extension,undercatwalk,entire
courseshells,lowerdome,appurtenances,accessways,vents,andcoatings. Upper&lowerdomes,
shell,andallweldsshallbe100%inspected. TheContractorshallproposetypewith
recommendationwhyeachinspectionmethodstobeusedintheinspectionprocess. Thisshallbe
includedinthebidproposals. SomeexamplemethodsareMagneticFluxLeakage(MFL),Low
FrequencyElectromagneticTechnique(LFET),UltrasonicThickness(UT)scanning,EddieCurrent,
BalanceFieldElectromagneticTechnique(BFET),etc. Contractorshalltakeeveryprecautionnotto
damagethetankcoating. TheContractor/inspectorshallberesponsibleforanydamagetointerior
tankcoatingduringwork.
2.10.10 Priortostartingworkinsideofthetanks,theContractorshallinstallprobeportcoversof
existingMassTankGauging(MTG)systemofTank2&20. Theseprobeportcoversshallbe
removeduponcompletionofpost-repairinspection.
2.10.11 Inspectionreportsshallincludedetailedinformationabouttherecommendrepairsand
theirlocations. Eachrecommendedrepairshallbelabeledandreferencedinsuchasmannerthatthe
Governmentshallbecapableoflocatingthesedeficienciesfromthereport. Theselocationsshall
alsobeidentifiedandreferencedontheactualtank.
2.10.12 AbrasiveblastingisconsideredHotWork.
2.11 GovernmentPointsofContact(POC)
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2.11.1 ContractingOfficer
TheContractingOfficeris:
NavalFacilitiesEngineeringCommandSouthwest
SpecialtyCenterContractsCore,CodeAQN00
15136thAvenue,Suite2PortHueneme,CA93043-4438
Telephone[phone]
2.11.2 ContractsOfficerRepresentative
TheContractsOfficerRepresentativeforthiscontractis:
NavalFacilitiesEngineeringServiceCenter(NFESC),CodeESC232
110023rdAvenuePortHueneme,CA93043
Telephone[phone]
2.11.3 NavalTechnicalRepresentative(NTR)
TheNTRforthiscontractis:
NavalFacilitiesEngineeringServiceCenter(NFESC),CodeESC232
110023rdAvenuePortHueneme,CA93043
Telephone[phone]
3.0 REFERENCES
Theworkperformedshallcomplywithallfederal,state,andlocalregulations. Inadditionapplicable,butnot
limitedto,codesforthisworkinclude:
3.1 AmericanPetroleumInstitute(API)
3.1.1 APIRecommendedPractice574,InspectionPracticesforPipingSystemComponents,Latest
Edition.
3.1.2 APIRecommendedPractice575,InspectionofAtmosphericandLow-PressureStorageTanks,
LatestEdition.
3.1.3 APIStandard650,WeldedSteelTanksforOilStorage,LatestEdition.
3.1.4 APIRecommendedPractice651,CathodicProtectionofAbovegroundPetroleumStorageTanks,
LatestEdition.
3.1.5 APIRecommendedPractice652,LiningofAbovegroundPetroleumStorageTanks,Latest
Edition.
3.1.6 APIStandard653,TankInspection,Repair,AlterationandReconstruction,LatestEdition.
3.1.7 API/ANSIStandard2015,RequirementsforSafeEntryandCleaningofPetroleumStorageTanks
3.1.8 API/ANSIRP2016GuidelinesandProceduresforEnteringandCleaningPetroleumStorage
Tanks
3.1.9 APIStandard2550,MeasurementandCalibrationofUprightCylindricalTanks
3.2 AmericanSocietyofMechanicalEngineers(ASME)
3.2.1 ASMEB31.3,ProcessPiping,LatestEdition.
3.2.2 ASMEB31.4,PipelineTransportationSystemsforLiquidHydrocarbonsandOtherLiquids,
LatestEdition.
3.2.3 ASMEIX,
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3.3 CodeofFederalRegulations(CFR)
3.3.1 29CFR1910,Permit-RequiredConfinedSpacesforGeneralIndustry.
3.3.2 40CFR112,OilPollutionPrevention.
3.4 MilitaryHandbooks(MIL-HDBK)
3.4.1 MIL-HDBK1022A,DepartmentofDefenseHandbook:PetroleumFuelFacilities,01November
1999.
3.4.2 MIL-HDBK201B,MilitaryStandardizationHandbook:PetroleumOperations.
3.5 NationalAssociationofCorrosionEngineers(NACE)
3.5.1 NACERecommendedPractice,RP0184-97,RepairofLiningSystems.
3.5.2 NACERecommendedPractice,RP0193,ExternalCathodicProtectionofOn-GradeMetallic
StorageTankBottoms.
3.5.3 NACERecommendedPractice,RP0288-94,InspectionofLiningsonSteelandConcrete.
3.6 NationalFireProtectionAssociation(NFPA)
3.6.1 NFPA-30,FlammableandCombustibleLiquidsCode.
3.7 SteelTankInstitute(STI)
3.7.1 STISP001,StandardfortheInspectionofAbovegroundStorageTanks.
3.8 Safety
3.8.1 EM385-1-1,U.S.ArmyCorpsofEngineersSafetyandHealthRequirement,AppendixAMinimum
BasicOutlineforAccidentPrevention,andparagraph6.
3.9 UnifiedFacilitiesCriteria(UFC)
3.9.1 UFC3-460-01,PetroleumFuelFacilities.
”
3.10 UnifiedFacilitiesGuideSpecification(UFGS)
3.10.1 UFGS09970,Epoxy/FluoropolyurethaneInteriorCoatingOfWeldedSteelPetroleumFuelTank
3.10.2 UFGS09971,ExteriorCoatingSystemforWeldedSteelPetroleumStorageTanks
3.10.3 UFGS09973,InteriorCoatingSystemforWeldedSteelPetroleumStorageTanks
3.10.4 UFGS01351,Safety,Health,andEmergencyResponse
3.10.5 UFGS13205,SteelTankswithFixedRoofs
4.0 WORKREQUIREMENTS
Workshallbeperformedincompliancewithapplicablefederal,stateandlocalcodesandregulations. Thisincludes
adherencetoallmilitaryserviceregulationsconcerningsafety,workqualityandsecurity.
4.1 TankCleaning
Thetank(s)shallbeprofessionallycleanedforpersonnelentry. Thetankcleaningcontractorshallcoordinateall
siteworkwiththebasePOCandthedesignatedNavyTechnicalRepresentative(NTR). TheContractorshall
provideadequatelytrainedpersonnel,necessarypersonalprotectiveequipment(PPE)andconductsafety
meetingsinaccordancetoAPI2015,2016andUFGS01351.
4.1.1 TankLockout/Tag-Out
Thecontractorshallberesponsibleforensuringthetanksareproperlylockedandtaggedoutand
proceduresshallbediscussedwithonsitepersonnel. Itemsforlockout/tag-outinclude:valves,pumps,
motorstarters,etc. Lockout/tag-outandshallalsoconsistofinstallingskilletsortemporarilyreplacing
valveswithblindstopreventunauthorizedfueltransferintothetank.
4.1.2 ResidualFuel,SludgeandWashRinsates
Thecontractorshallberesponsibleforproperdisposalofanyresidualfuel,sludgeand/orwashrinsates,
encounteredduringthetankcleaningifthefacilitycannotacceptasstatedinSection2.0.
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4.1.3 FloatingRoofs(ifapplicable)
UnlessotherwisestatedinAppendixAofthisSOWthebaseshallberesponsibleforinstallingthehigh
levellegsontankswithfloatingroofspriortoperformingtheinspection. TheContractorshallmaketheir
bestattempttocleantheinterfacebetweenthefloatingroofandthetankshellandremoveallfuelfrom
floatingroofseals.
4.1.4 SafeforEntry/InspectionCertification
AcertifiedMarineChemistoracertifiedIndustrialHygienististoissueaSafeforEntryPermitafter
cleaningandbeforeinspectionandrepairs.
4.2 Inspections
ThetypeofinspectiontobeperformedisidentifiedinSection2.0foreachtank. Theinspectorshallcoordinate
allsiteworkwiththedesignatedNavyTechnicalRepresentative(NTR)andthebasePOC. Theinspectorshall
arriveatthesitewithalltestingequipmentnecessarytoperformathoroughinspection. Theinspectorshall
verifythatalltestingequipmentiscalibratedandingoodworkingorderandshallincludeproofintheinspection
report. Facilitypersonnelwillbebriefedonallinspectionresultsbeforetheinspectorsleave.
4.2.1 In-ServiceAPI653InspectionofAbovegroundStorageTanks
Thisinspectionshallbeperformedwhilethetankisstillinservice. Thefollowingshallbeperformed:
4.2.1.1 Non-DestructiveTesting
4.2.1.1.1 VisualInspection
Visuallyinspecttheoverallconditionofthetank. Thisincludesplates,corrosion,coating,welds,
appurtenances,gauging,presenceofcathodicprotection,foundation,secondarycontainment,
stairways,nozzles,grounding,etc.
4.2.1.1.2 UltrasonicThickness(UT)MeasurementsandRecording
PerformUTmeasurementsofthetankshell,roof,andnozzles. UTmeasurementsshallbetaken
aroundthefirstcourseandontheuppercoursesaccessiblebystairways. TheUTreadingwillbe
usedfordocumentation,shell/roofthicknessacceptability,andifapplicable,remaininglife
calculations.
4.2.1.2 ColorPhotographs
Colorphotographsshallbetakentodocumenttankcondition,discrepanciesandoverallconstruction.
4.2.1.3 API653ChecklistinAppendixC
TheappropriateAPI653ChecklistinAppendixCshallbeperformed.
4.2.1.4 Mapping
As-builtmappingshallbeperformedofshellandroofplateorientation. Stairways,appurtenances,
manways,ventsandothersignificanttankdetailsshallalsobeincluded.
4.2.1.5 SettlementSurveyandEvaluation
Ashellandflooredgesettlementsurveyshallbeperformedtoidentifyedgesettlement,differential
settlement,and/orplanartilt. Theresultsoftheevaluationshallbediscussedinthebodyofthereport
andtheacceptabilityoftheseresultsshallalsobemade. Agraphicalrepresentationofthesettlement
shallbeincludedinthereport. Thetankwillbeaccessedforout-of-roundnessaswell.
4.2.1.6 Coating
Acoatingassessmentshallbemadebythepersonsinspecting. Theinspectorsshallbefamiliarwith
militarycoatings,butifsignificantorcomplexcoatingissuesarepresentthecontractorshallprovidea
NACEcertifiedcoatinginspector. TheNACEinspectorshallonlybeincludedattherequestofthe