WPC @9)r? ~?R _Ply7/n03wdx٨';&nV/xԈ^j!~;Zf䛑,h$i.LEϞ)RaܨPh 誴{ W}j6/$,l&fjGCjmǐT aSx赬ǣ)6" (&a@Qznƚnǿ7 P67_OQ?I5J;/ pf}aD R@3]d\I W'q%5 bJvn^xZ5di)ĻE&9AptlOD:NMnAPb ?v&1d&t۝0ѺRjL/ S0l%0ʢy+U+, *bٲZU. %f  0"f 0anX 0* N w 4 # ^  m U> h z@U>Xafafa  B<6X9`(Courier(2$  !  N:X` @ `@ !XN    @(2$  !  N:X` @ `@ !XN    TABLE A#|d<6X9`(Courierd6X@`7@< 9(CourierBoldd `7($  N:X` @ `@ !XN  |Q+0Kg+ U<9Z+&Courier Regular ^ *  N:X` @ `@ !XN  _   STEELSHEETPILES    ProjectName(_ftr_ԀB) l l S(# [07/00] x   02464  1  Level 1Level 2Level 3Level 4Level 5Level 1Level 2Level 3Level 4Level 5Level 1Level 2Level 3Level 4Level 5Level 1Level 2Level 3Level 4Level 5Level 1Level 2Level 3Level 4Level 5<\( 9Z &Courier RegularTABLE B`TABLE C(TABLE D   H d  !  N:X` @ `@ !XN    _  ************  @@  READAND REMOVETHISPAGE BEFOREPLACING @ @@ THESPECIFICATIONSECTIONINTHECONTRACT X @@66***********  @@)DIVISION2:_SITEWORK_ ( x @@&SECTION02464STEELSHEETPILES      USE:0  Furnishingandinstallingsteelsheetpiling.H  (#(#  NOTESTOSPECIFIER: (  0  A.0(#(#Optionswithinparagraphsareidentifiedbyenclosureinbrackets; h  blankspacesenclosedbybrackets[򀀀]provideforinformationto 0  beinserted,asappropriatetoindividualprojects.H (#(# 0  B.0(#(# TOAVOIDCONFLICTINGREQUIREMENTSANDCOSTLYMISTAKES, thespecifier  mustedit(delete,substituteoraddtothetext).Theremaining P paragraphsmustberenumbered.h(#(# 0  C.0(#(#DELETEFORFINALCOPY:NotestotheSpecifier,locatedbetweenlines  ofasterisks;all[brackets],underlining, boldface, anditalics p withintheparagraphs;andthispage.(OpenRevealCodes[altF3]to E dothisaccurately). ](#(# 0  D.0(#(#ToEdit (FooterB):(Corel8). ENTIREFOOTERSHOULDBEBOLDED.   Clickinthefooteranddeletethe ProjectName(_ftr_ԀB)textand e replaceitwiththe NameOfTheProject(upper/lowercase). Replace -} datewithcurrentMM/YY(WITHOUTBRACKETS).E(#(# 0  E.0(#(#TheGuideSpecificationsareintendedtobecontinuouslyreviewedand ! revised.Userstechnicalcommentsareappreciated.Also,other M" relatedorsimilarspecificationsthatarewritten fromscratchthat  e# couldbenefitothers,orotherquestionscanbesentto_NSTC_ԀA/E  -$ Group,ST110orcall(303)9876851.!%(#(# 0  F.0(#(#DESIGNNOTES:#M((#(# 0  0(#(#1.0` (#(# DRAWINGDATAREQUIRED:% *` (#` (# 0  0(#(#2.0` (#(# TECHNICALNOTES 'm",` (#` (# 0  0(#(#A.0` (#(#Hotrolledsteelsheetpilingsectionsaresuitablefor (#. applicationswhereinterlockedjointstrengthintensionor u)$/ sectionstabilityisaprimarydesignrequirement.Section =*%0 stability(BiaxialStress)isaconsiderationinhighlystressed +U&1 applicationsonly.+'2` (#` (#   ,'3 0  0(#(#B.0` (#(#Hotrolled,lightdutysteelsheetpilingsectionsand_cpld_Ԅformed   steelsheetpilingsectionsaresuitableforaveragedepth x applicationssuchastrenchsheetingandbulkheadsinmoderate @ waterdepths.Theyarenotsuitableforapplicationswherethey X aresubjectedtohighconcentratedwaleloadsorwhereinterlocked   jointstrengthintensionorsectionstabilityisaprimarydesign  requirement.` ` (#` (# 0  0(#(#C.0` (#(#Coldformed,lightgaugesteelsheetpilingsectionsaresuitable  @ forapplicationswitharequiredminimumsheetingthicknessof    0.250inch(6.35mm)orless,lowbendingandcorrosion    resistance,andminimalrequiredinterlockedjointstrengthin H   tension.Thecorrosionresistanceoflightgaugesheetpilingcan `  beincreasedbyapplyingaprotectivecoating.( ` (#` (# 0  0(#(#D.0` (#(#Forapplicationsinsaltorbrackishwaterusethemosteconomical h  ofa690steelsheetpilingwhichoffersgreatercorrosive 0  resistanceora328steelsheetpilingwithaprotectivecoating H  inthesplashzone.Aprotectivecoatingshouldbeappliedtoa  690sheetpilinginthesplashzoneofwaterwaybulkheadslocated  insaltorbrackishwater.P` (#` (# 0  0(#(#E.0` (#(#Considerationshouldbegivenindesigntotheuseifa572high 0 strengthsteelsheetpilingwhereeconomical.In_floodwall_  applicationstheallowableworkingstressshouldnotexceed0.5of p theyieldstrengthofthesteel.Inotherapplicationsthe 8 allowableworkingstressshouldnotexceed0.6oftheyield P strengthofthesteel.` (#` (# 0  0(#(#F.0` (#(#Thefollowingtableslistsectionpropertiesofcommercially X availablesheetpiling.Baseduponthedesignrequirementsof  p eachpilingsectionselectthemostsuitablecorrespondingsection 8 fromthesetablesorothercommercialsourcesandplacethe   pertinentsectionpropertiesofthissectiononthedrawingsas x! minimumrequirements. @"` (#` (#   HOTROLLEDSTEELSECTIONS x   *Yd |dd Xdd Xdd X(#(#,dd ,dd ,dd ,dd ,dd ,dd ,dd ,dd +  @@ SECTION *  *NOMINAL  WEB l THICKNE 4 SS L (IN) *  >> *SECTION   MODULUS l  PERLIN 4  FTOF L  WALL    (_LBS_) *   *WEIGHT l PER_SQ_ 4 FTOF L WALL   (_LBS_) *   *WEIGHT  PER l LINE 4 FTOF L PILING   (_LBS_) 3)  3WEIGHT  PERLINFT l OFPILING 4 (_LBS_) %L" %   D    D    D    D    D A328  X  A572 X   GR50  p! A690   8" GR60 X # A572   p$ PZ22 D % PZ27  \ & PZ35 $ ' PZ40  ( PSA23 d ) PS27.5 ,| * PS31  D + 0.375 D , 0.375##  \ - 0.500 $ . 0.500  / 0.375 d 0 0.400 ,| 1 0.500  D 2 18.1 D 3 30.2  \ 4 48.5 $ 5 60.7  6 2.4 d 7 2.0 ,| 8 2.0  D 9 22.0 D : 27.0  \ ; 35.0 $ < 40.0  = 23.0 d > 27.5 ,| ? 31.0  D @ 40.3 D A 40.5  \ B 66.0 $ C 65.6  D 30.7 d E 45.1 ,| F 50.9 A7 D G !.JIB30001600016000!.JIBA3,000 d L 16,000 ,| M 16,000 h^4D N !.JIB30001600016000! .JIB xA 2000020000xAh20,000 ,| T 20,000 _U0D U xA 2000020000 xA p@24000p@__24,000_;1/D \ p@24000  p@ ;  HOTROLLED,LIGHTDUTYSTEELSECTIONS |^   *Yd |ddd dd dd dd dd dd dd dd Y(#(#,dd ,dd ,dd ,dd ,dd ,dd +  D_D SECTION  ` NOMINAL a WEB pb THICKNESS 8c (IN)  Pd NOMINAL e WIDTH pf (IN)  8g SECTION h MODULUS pi PERLINFT 8j OFWALL Pk (CUIN)  l WEIGHT m PER_SQ_ԀFT pn OFWALL 8o (_LBS_)  Pp WEIGHT q PERLINFT pr OFPILING 8s (_LBS_)  Pt PLZ23 $tu PLZ25  <v 0.335 $tw 0.375  <x 24.00 $ty 24.00  <z 30.2 $t{ 32.8  <| 22.6 $t} 24.8  <~ 45.2 $t 49.6 <    COLDFORMEDSTEELSECTIONS    *Yd |ddd dd dd dd dd dd Y(#(#,dd ,dd ,dd ,dd ,dd ,dd +  tt SECTION  ( NOMINAL ( THICKNESS  (IN)  h NOMINAL ( WIDTH  (IN)  h SECTION ( MODULUS  PERLINFT h OFWALL 0  (CUIN)   H WEIGHT ( PER_SQ_ԀFT  OFWALL h (_LBS_)  0  WEIGHT ( PERLINFT  OFPILING h (_LBS_)  0  _SPZ_Ԅ22 T" _SPZ_Ԅ23.5 #l _SPZ_Ԅ23 #4 _SPZ_Ԅ26 $ _FZ_Ԅ7 t%  _FZ_Ԅ9  <&! 0.350 T" 0.375 #l 0.335 #4 0.375 $ 0.335 t%  0.375  <&! 24.00 T" 24.00#F # #l 24.00#U1# #4 24.00#1# $ 24.00# 2# t%  24.00#i2#  <&! 18.34 T" 19.33 #l 31.30 #4 34.82 $ 31.60 t%  35.30  <&! 21.64 T" 23.38 #l 23.11 #4 25.81 $ 23.40 t%  26.20  <&! 43.28 T" 46.76 #l 46.22 #4 51.62 $ 46.80 t%  52.30 <&!    4'"   COLDFORMED,LIGHTGAUGESTEELSECTIONS    *Yd |ddd dd dd dd dd dd Y(#(#,dd ,dd ,dd ,dd ,dd ,dd +  xx GAUGE  , NOMINAL , THICKNESS  (IN)  l LAYING , WIDTH  (IN)  l SECTION ,  MODULUS   PERLINFT l  OFWALL 4  (CUIN)  L  WEIGHT , PER_SQ_ԀFT  OFWALL l (_LBS_)  4 WEIGHT , PERLINFT  OFPILING l (_LBS_) C9 4 #DUP9C1212101088777553#DUP9CC12 X  12  p 10  8 10   8 x  8 @  7 X  7   7   5 `  5 (x  3 B86@! #DUP9C1212101088777553# DUP9C B0.1046 X " 0.1046  p# 0.1345  8$ 0.1345  % 0.1644 x & 0.1644 @ ' 0.1793 X ( 0.1793  ) 0.1793  * 0.2093 ` + 0.2093 (x , 0.2391  @- 18.00 X . 19.67  p/ 18.00  80 19.67  1 18.00 x 2 19.67 @ 3 18.00 X 4 16.00  5 19.67  6 16.00 ` 7 19.67 (x 8 16.00  @9 1.65 X : 1.71  p; 2.20  8< 2.20  = 2.60 x > 2.65 @ ? 2.67 X @ 2.82  A 2.87  B 3.26 ` C 3.36 (x D 3.69  @E 5.60 X F 6.00  pG 7.20  8H 7.60  I 8.80 x J 9.30 @ K 9.60 X L 10.90  M 10.00  N 12.71 ` O 11.60 (x P 14.54  @Q 8.40 X R 9.90  pS 10.80  8T 12.50  U 13.20 x V 15.20 @ W 14.40 X X 14.50  Y 16.40  Z 16.90 ` [ 19.10 (x \ 19.40 @]  0  0(#(#G.0` (#(#ZSectionsdevelopamaximumresistancetobendingperunitweight x_ andareparticularlyadaptedtocantileverandanchoredtype @` retainingwalls.Xa` (#` (# 0  0(#(#H.0` (#(#ShallowArch(SA)sectionsaremultiplepurposesectionswhich c havesomeresistancetobendingandconsiderableinterlock `d flexibilityandtightness.(xe` (#` (# 0  0(#(#I.0` (#(#StraightWeb(S)sectionshavetheirinterlocksdesignedfor g maximumflexibilityandtensilestrengthandareparticularly h adaptedtocellularretainingwallsandcellularcofferdam Hi construction.`j` (#` (#  REVISIONSOFTHISSECTION: 0!n  _CSI_Ԁformat,editorialchanges7/01 !Ho Metric:10/99 "p TechnicalUpdate:7/00 #q #2#  8(#w $ X$ -@bb-SECTION02464  @+STEELSHEETPILES @ PART1:GENERAL   1.10  SUMMARY` (#(# 0  A.0(#(#SectionIncludes:Furnishingandinstallingsteelsheetpiling. @(#(# 0  B.0(#(#RelatedSections  (#(# ****************************************************************************** `  LISTITEMSOFWORKTHATMIGHTLOGICALLYBEFURNISHEDANDINSTALLEDUNDERTHIS (  SECTION,BUTINSTEADARESPECIFIEDINANOTHERSECTION.THISARTICLEISRARELY   REQUIRED. h  ****************************************************************************** 0  1.20  _SUBMITTALS_(#(# 0  A.0(#(#General:Submittalsshallbeaccordingto[Section01009General P InformationandRequirements.][and][Section01330Submittal h Procedures.][and][Section01331Certificates.]0(#(# 0  B.0(#(#EquipmentLiterature:Submitthreecopiesofcompletedescriptionsof p thepiledrivingequipmenttobeusedonthisproject.Include 8 detailsofthe_pilehammer_,powerplant,_capblack_Ԁorhammercushion, P pilecap,pilecushion,leads,piles[jettingequipment][extractors]  andotherinstallationappurtenances.(#(# 0  C.0(#(#CertificatesofConformance:Submitthreecopiesofwritten  p certificationfromthesupplierofthesheetpilestobeusedonthis 8 projectthattheyconformtotherequirementsofthisspecification   section.x!(#(# 1.30  DELIVERY,STORAGE,ANDHANDLING X#(#(# 0  A.0(#(#Delivery:Materialsdeliveredtothesiteshallbenewandundamaged !% andshallbeaccompaniedbycertifiedtestreports.`"&(#(# 0  B.0(#(#Storage:Preventdamagetocoatingsandpreventcorrosionpriorto #@( installation.Storageofsheetpilingshallfacilitaterequired $ ) inspectionactivities.% *(#(# 0  C.0(#(#Handling:Usehandlingholes.Handlelonglengthpileswithcareto '`",  preventpermanentdeflection,distortion,ordamagetotheinterlocks.'(#-(#(#    PART2:PRODUCTS  % " 2.10  MATERIALS@(#(# 0  A.0(#(#SheetPiles:Steelsheetpilingshallbe[hotrolledsteelsections   conformingto[ASTMA328/A328M][ASTMA572/A572M,Grade[򀀀],  [Type[򀀀]][interlockedjointstrengthintensionasshown]] `  [ASTMA690/A690M[interlockedjointstrengthintensionasshown].] ( x [coldformedsteelsectionsformedfromhotrolledsteelmeetingthe  @ chemicalandmechanicalrequirementsof[ASTMA328/A328M][ASTMA    572/A572M,Grade[򀀀],[Type[򀀀]][ASTMA690/A690M.]    [coldformed,lightgaugesteelsectionsconformingtoASTMA857/A H   857M,Grade[].]Theinterlocksofsheetpilingshallbefree `  sliding,provideaswinganglesuitablefortheintendedinstallation (  butnotlessthan5degreeswheninterlocked,andmaintaincontinuous   interlockingwheninstalled.Sheetpilingshallbefulllength h  sectionsofthedimensionsshownandshallhaveendsthataresquare 0  andblunt,asreceivedfromthemill,orsquarelycut.Pilesshall H  haveaminimumsectionmodulusperfoot(300mm)ofwallof  [򀀀inch3󀀀(򀀀mm3)].Pilesshallhaveaminimumthickness  of[򀀀inch(򀀀mm)].[Sheetpilingshallbeprovidedwith P standardpullingholes.]h(#(#   PART3:EXECUTION  3.10  INSTALLATION8(#(#   ******************************************************************************  INSERTDESIREDENERGYRATINGSINTHISPARAGRAPH.HAMMERSWITHENERGYRATINGS  BETWEEN8,750AND16,000FOOTPOUNDS(11,860AND21,700J)ARERECOMMENDED. X ******************************************************************************  p 0  A.0(#(#PileHammers:Hammersshallbesteam,air,ordieseldrop,single   acting,doubleacting,differentialacting[,orvibratory]type. x! Thedrivingenergyofthehammersshallbebetween[򀀀]and[򀀀 @" ]footpounds([򀀀]and[򀀀]joules)asrecommendedbythe  X# manufacturerforthepilingweightsandsubsurfacematerialstobe  $ encountered.!%(#(# #fX#0  B.0(#(#PileProtection:Useaprotectivecapduringdrivingtoprevent (#x' damagetothetopofthesheetpiling.#@((#(# 0  C.0(#(#Placing:Temporarywales,templates,[masterpilings,][current % * deflectors,]orguidestructuressuitableforaligning,supporting, H&!+ andmaintainingsheetpilinginthecorrectpositionduringsetting '`", anddrivingshallbeprovidedtoensurethatthepilingsareplaced '(#- anddriventothecorrectalignment.Atleasttwotemplatesshallbe (#. usedinplacingeachpilingandthemaximumspacingofthetemplates h)$/ shallnotexceed20feet(6m).Thetemplatesshallbesufficiently 0*%0 rigidtoresistlateralanddrivingforceswithoutmovementandshall *H&1 adequatelysupportthepilingsuntildesigntipelevationisachieved.  Pilingsproperlyplacedanddrivenshallbeinterlockedthroughout x theirlengthwithadjacentpilingstoformacontinuousdiaphragm @ throughoutthelengthofrunofpilingwall.X(#(# #3]#0  D.0(#(#Driving:Sheetpilingshallbedrivenwiththepropersizedhammer  andbyapprovedmethodssoasnottosubjectthepilingstodamageand `  toensureproperinterlockingthroughouttheirlength.Driving ( x hammersshallbemaintainedinproperalignmentduringdriving  @ operationsbyuseofleadsorguidesattachedtothehammer.Adequate    precautionsshallbetakentoensurethatthepilingsaredriven    plumb.Individualpilingsshallbedriveninsequentialorderin H   incrementsofdepthtotherequiredelevationordepth.Thetipofa `  sheetpileshallnotbemorethan[4feet(1.3m)][򀀀feet (  (򀀀m)]belowthetipoftheadjacentpiling.Pilingsdamaged   duringdrivingordrivenoutofinterlockshallberemovedand h  replacedattheContractorsexpense.Pilingsshallbedrivenwithout 0  theaidofawaterjet[unlessotherwiseauthorized].[Authorized H  jettingshallbeperformedonbothsidesofthepilingssimultaneously  andmustbediscontinuedatleast[5feet(1.5m)][򀀀feet  (򀀀m)]beforefinalseatingofthepilings.]P(#(# 0  E.0(#(#Jetting:Jettingofpileswillbepermittedonlywiththewritten 0 approvaloftheContractingOfficer.[Jettingequipmentshallhave  sufficientcapacitytodeliverconsistentpressuretoatleasttwo p removableorfixedjetsofeitherthewaterorcombinationairwater 8 type.Waterjetsshallbedesignedsothatthedischargevolumeand P pressurearesufficienttofreelyerodethematerialunderand  adjacenttothepilingandshallnotaffectthelateralstabilityof  thefinalinplacepile.]X(#(# 0  F.0(#(#Splices:Sheetpilesdrivenbelowtherequiredtopelevationand 8 sheetpilesdamagedbydrivingandcutofftopermitfurtherdriving   shallbeextendedatnoadditionalcosttotheGovernment.[If x! directedpilingsshallbesplicedtobedriventogreaterdepthsthan @" shownandextendedupwardtotherequiredelevation.]Pilings  X# adjoiningsplicedpilingsshallbefulllengthunlessotherwise  $ approved.[Ifsplicesareallowedinadjoiningpilings,thesplices !% mustbespacedatleast[򀀀feet(򀀀m)apartinelevation.] `"& [Splicingofpilingsshallbeasindicated.]Endsofpilingstobe (#x' splicedshallbesquaredbeforesplicingtoeliminatedipsorcamber. #@( Pilingsshallbesplicedwithconcentricalignmentoftheinterlocks $ ) sothattherearenodiscontinuities,dipsorcamberattheabutting % * interlocks.Splicedpilingsshallbefreeslidingandabletoobtain H&!+ themaximumswingwithcontiguouspilings.Thetopsofpilings '`", excessivelydamagedduringdrivingshallbetrimmedwhendirectedat '(#- nocosttotheGovernment.Pilingcutoffsshallbecometheproperty (#. oftheContractorandshallberemovedfromthesite.Holescutin h)$/ thepilingsforbolts,rods,or[utilities,][򀀀,]drainsshallbe 0*%0 doneinaneatandworkmanlikemanner.Holesinthepilingshallbe *H&1  -      drilledormaybeburnedandreamedbyapprovedmethodswhichwillnot  damagethesurroundingsteel.Astraightedgeshallbeusedincuts x madebyburningtoavoidnicks.@(#(# 0  G.0(#(##a#Welding:Shopandfieldwelding,qualificationofweldingprocedures,   welders,andweldingoperatorsshallbeaccordingto_AWS_ԀD1.1,for  thetypeofweldingrequired.` (#(# 0  H.0(#(#Cutoffs:Sheetpilesdriventorefusalortothepointwhere  @ additionalpenetrationcannotbeattainedandextendingabovethe    requiredtopelevationshallbecutofftotherequiredelevation.    Thecutoffsshallbemadeinclean,straightlinesandwithinthe H   statedtolerances.` (#(# 0  I.0(#(##gs#TolerancesinDriving:Sheetpileshallbedrivenwithavariation   fromverticalofnotmorethan1/4inchperfoot(20mmpermeter). h  Placethepilesothefaceshallnotbemorethan4inches(100mm) 0  fromverticalalignmentatanypoint.Topofpileatelevationof H  cutoffshallbewithin1/2inch(12mm)horizontallyand2inches  (50mm)verticallyofthelocationindicated.Manipulationofpiles  toforcethemintopositionwillnotbepermitted.Checkpilesfor P heaveduringthedrivingoperation.Redriveallpilesthatheave h morethan1/4inch(6mm).Redriveheavedpilestothespecifiedtip 0 elevation.#Px#(#(# 0  J.0(#(#Inspection:Anysheetpilingfoundtobedamagedtotheextentthat 8 itsusefulnessisimpairedorfoundtobeoutofinterlockshallbe P removedandreplacedattheContractorsexpense.(#(# #x#3.20  REMOVALX(#(# 0  A.0(#(#Pulling:[Themethodofpullingsheetpilingsshallbeapprovedby 8 theContractingOfficer.Pullingholesshallbeprovidedinpilings   asrequiredandextractorsshallbeofsuitabletypeandsize. x! Exercisecareinpullingpilingstoavoiddamagingpilinginterlocks @" andadjacentconstruction.IftheContractingOfficerdeterminesthat  X# adjacentpermanentconstructionhasbeendamagedduringpulling,the  $ Contractorshallrepairthatconstructionatnocosttothe !% Government.Thepilingsshallbepulledonesheetatatime.The `"& Contractorwillnotbepaidfortheremovalofpilingsdamagedbeyond (#x' structuralusebecauseofimpropercareemployedduringpulling.]#fz##@((#(# 3.30  FIELDQUALITYCONTROL% *(#(# 0  A.0(#(#Requirements:TheContractorshallmaintainarecordforeachsheet '`", pile.Indicateontheinstallationrecordinstallationdatesand '(#- time,typeandsizeofhammer,rateofoperation,totaldrivingtime, (#. dimensionsofdrivinghelmetandcapused,blowsrequiredperfoot h)$/ (300mm)foreachfoot(300mm)ofpenetration,finaldriving 0*%0 resistanceinblowsforfinal6inches(150mm),pilelocations,tip *H&1 elevations,groundelevations,cutoffelevationsandreheadingor  cuttingofpiles.Recordunusualbehaviorduringdriving.Submit x completerecordstotheContractingOfficer.@(#(#   PART4:MEASUREMENTANDPAYMENT   4.10  METHODOFMEASUREMENT` (#(# ******************************************************************************  @ WHENA"LUMPSUM"CONTRACTISUSED,DELETETHETITLEPART4:MEASUREMENTAND    PAYMENT,ANDBOTHARTICLESFROMTHISSECTION.MEASUREMENTANDPAYMENTWILLBE    ADDRESSEDINPART4OFSECTION01009GENERALINFORMATIONANDREQUIREMENTS H   SECTION01010SUMMARYOFWORK. `  WHENNOTA"LUMPSUM"CONTRACT,SELECTAPPLICABLEPHRASES;USETHE"NO   MEASUREMENT"PHRASEWHENNONEOFTHEPAYITEMSINTHISSECTIONAREINCLUDEDIN h  THEBIDSCHEDULE. 0  ****************************************************************************** H  0  A.0(#(#Units:Theworkdescribedinthissectionwill[notbemeasuredfor  payment.][bemeasuredandpaidfor][onalumpsumbasis.][bythe P linearfoot][linearmillimeter].h(#(# 4.20  BASISOFPAYMENT(#(# ****************************************************************************** 8 WHENNOTA"LUMPSUM"CONTRACT,SELECTAPPLICABLEPHRASES;USETHE"NODIRECT P PAYMENT"PHRASEWHENNONEOFTHEPAYITEMSINTHISSECTIONAREINCLUDEDINTHE  BIDSCHEDULE.  WHENNOTA"LUMPSUM"CONTRACTANDPAYMENTISTOBEMADEUNDERTHISSECTION,  p SELECTAPPLICABLEPAYITEMS.DONOTCHANGEPAYITEMNUMBER.WHENMORETHAN 8 ONEDIAMETERORGAUGEISSPECIFIEDFORANYPAYITEM,LETTERSUFFIXESWILLBE   ADDEDAFTERTHEPARENTHESISOFTHEITEMNUMBER.WHENGOVERNMENTFURNISHED x! PROPERTYISSPECIFIEDFORPAYITEMS,THELETTERSUFFIXGFWILLBEADDEDAFTER @" THEPARENTHESISOFTHEITEMNUMBER.  X# ******************************************************************************  $ 0  A.0(#(#Payment:[Nodirectpaymentfortheworkdescribedunderthissection `"& willbemade.Considerationforthisitemshallbeincludedinthe (#x' bidpriceforotheritemsoftheContract.][Pricesandpaymentwill #@( befullcompensationfortheworkdescribedinthissection.Payment $ ) willbemadeunder:]% *(#(# 0  0(#(#PayItem0@ (#(#0 @ (#@ (#0 (# (#0(#(#0(#(#PayUnit'`",(#(# 0  0(#(#02464(01)SheetPiles#  R(#.)(#(##LumpSum (#. 0  0(#(#02464(02)SheetPiles#G(#.)(#(##LinearFoot(Meter) h)$/  *H&1 Ї  ENDOFSECTION