63080137 method statement for carbon steel u g piping fabrication erection

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  • 8/17/2019 63080137 Method Statement for Carbon Steel U G Piping Fabrication Erection

    1/28

    TotalSheet

    Nos:

    28

    Subcontractor's

    ame

    DO,DSAL

    TE

    LTD

    Company's

    ame

    DolphinEnerqv

    imited

    Contractor'same JGCMiddleEastFZE

    Project ame

    DOLPHIN

    roiect

    Plant ocation

    RASLAFFAN

    NDUSTRIAL ITY.QATAR

    Subcontract

    o.

    Z

    -1430 60'l

    2

    SubcontractWorkPackage

    ECHANICAL&

    AINTINGWORKS(MC'2)

    METHOD TATEMENT

    ORSTEEL /G

    PIPING ABRIGATION

    ERECTIOIN

    Subcontractor's

    ocument

    o.with evision o.

    DOD-MST-Pl-020.ev.02

    DOLPHINProject

    SUBCON. o z- 1430 601

    2

    IWORKPACKAGE:

    MECHANICAL

    ND PAINTING

    woRKs(MG-2)

    CLASS :

    1 I ISSUE

    URPOSE:

    RESULTODE:

    A,B.R.N.F

    I

    I

    )

    NEXTSTATUS:A,Fl,FR,FC,AB

    F

    C

    )

    RESUBI\ ' ISSIONATE:

    (

    .''.

    \

    RESPoNSIBLEEPr./PERSoN

    ,

    e ,p, J4 ,Eil ,f ,("2; )

    REVTEWDATE

    t

    gd g,t'/t

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    Ar Apprcvedwithout

    Comment;

    B: Approvedwith MinorComment R: Approvedwith CommenlN: Not Approved

    F: Not

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    Appro\€l

    or

    review

    here

    nder

    shall

    not

    be

    construed o relieveVendor Subcontraclor f his responsibilitie snd iability

    underlhe Cont€ct.

    JOBNO .

    0-3356-20

    ContractorDOC.

    NO .

    ORIG. I SUBCONTRACT

    O.

    Seria l RFV.

    v - |

    1430 -601 -2 402 03

    CompanyDOC.

    NO

    RL0-306012M32 402 03

    Rev. lssue

    Date

    Puroose/Descriotionf Revision Prepared Reviewed

    Approved

    01

    14.02.05

    First ssue or Review comments

    Y.S.Rao R .K .S ha rm a

    Alan

    Shreeve

    02 07.05.05

    Incorporated

    ELcomments nd

    resubmitor construction

    S.S.Rao

    S.Vijaya

    Kumar

    Alan

    Shreeve

    03 28.06.05

    Incorporated

    GC/DELcomments

    nd

    resubmit

    or

    construction

    S.S.Rao

    S.Vijaya

    Ku

  • 8/17/2019 63080137 Method Statement for Carbon Steel U G Piping Fabrication Erection

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    i * i lDodsal

    irrrdl fH5-

    PROJECT

    : DOLPHIN ROJECT PSTREAM

    NDCOMPRESSION

    ACILITIES

    COMPANY

    : DOLPHIN

    NERGY TD.

    CONTRACTOR : JGCMIDDLE AST ZE

    SUBCONTRACTOR

    DODSAL TE

    LTD.

    JOBNUMBER

    : 0-3356-20

    METHOD TATEMENT

    FOR

    U/G STEEL

    PIPING ABRICATION

    EREGTION

    DOCUMENTUMBER

    DOD-MST-PI-O2O

    REVISIONUMBER 2

    ISSUE UMBER

    I

    ISSUE ATE 28.06.05

    Rev.

    No

    lssue

    Date

    Reason

    or lssue

    Prepared

    Dodsal

    Reviewed

    Dodsal

    Approved

    Dodsal

    Approved

    JGC

    0

    06.02.05

    ForApproval, fter ncorporatingGC

    Comments

    Y.S.Rao

    R K

    Sharma

    Alan

    Shreeve

    1

    07.0 .0

    Incorporated ELcomments

    nd

    resubmit or construction

    S . S . R a o

    S.Vilaya

    KUmar

    Alan

    Shreeve

    2 28.06.05

    IncorporatedGC/DEL omme4ts

    and resubmit or construction

    S.S.Rao

    S.Vijaya

    AUMAT

    Alan

    9ll

    rehve

    LW'

    ..-\y

    0[]d\,no

    CompanyDoc.Nor L0-306012-l\,132-402ev.03

    Page3 o f 28

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    1 . 0

    2,O

    3.0

    4.0

    5.0

    6.0

    7.0

    8.0

    9.0

    PURPOSE

    SCOPE

    REFERENCE

    DEFINITIONS

    RESPONSIBILITIES

    TOOLSANDEQUIPMENT

    PROCEDURE

    HEALTH AFEWANDENVIRONMENT

    ATTACHMENTS

    Company

    Doc.No:RL0-30601-i\.432-402ev.03 Page4 o f 28

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    1 . 0

    2.O

    PURPOSE

    The

    purpose

    f

    this method tatement

    s to

    provide

    uidelines

    o monitor

    nd control

    ll

    activities

    elated o the installation

    f underground

    iping

    o ensure

    he compliance

    ith

    project pecifcaiions nd requirements.

    SCOPE

    This

    method tatementovers

    llactivitiesssociated

    ith

    prefabrication

    nderection

    f CS,

    LTCSand SS

    materialsncludingour

    wet services

    pplicationsf under

    ground iping

    t

    Dolphin roject pstream

    ndCompression

    acilities.

    REFERENCE

    COMPANY/CONTRACTOR

    ocuments

    3.0

    3.1

    :Pipingmaterial lasses

    :

    Steel

    Piping Fabrication

    :Welding f

    pressure

    ontaining

    iping

    and equipment

    :Metallurgical

    equirementsor carbon fee/s

    n

    sour

    wet

    service(pipingnd equipment

    ubject o SSCCand

    HIC)

    :Metallurgical

    equirementsor carbon

    steelsn sourwet

    service(piping

    nd equipment ubject

    o SSCConly)

    o

    RL0-0000-GPG-00201/S-000-1139-001

    ProjectQualityPlan.

    .

    RL0-0000-FPG-50001/5-000-1654-001

    ConstructionHSEplan.

    .

    DOL-0000-CSP-00003/S-000-3116-001

    UnderGroundlnstal lat ionNetworks

    o

    RL0-0000-LSP-000035-000-1360-006

    :Specification

    or identificationf Piping

    matenal

    o

    RL0-0000-GPR-'100055-000-1630-201

    :Material control

    procedure

    at site

    '

    (construction

    hase)

    .

    RL0-0000-GPR-10101

    3-000-1670-101

    :Quality

    control

    procedure

    or welding

    consumableontrol.

    o

    RL0-0000-GMA-001015-000-1676-001

    Sitewelding nd

    NDEmanual.

    .

    RL0-0000-LPR-100025-000-1676-002

    :WPS or Field

    iping

    work.

    o

    RL0-0000-LPR-100035-000-1676-003

    :Weldino rocedure

    ualification

    est or

    field

    piping

    won

  • 8/17/2019 63080137 Method Statement for Carbon Steel U G Piping Fabrication Erection

    6/28

    .

    RL0-30601

    -M33-549N-1430-601-2-549

    QCP or

    Preservationf equipment

    and

    malenals

    o

    RL0-30601-Q56-521N

    1430-601-2-521

    QCP or Control f

    Welding onsumables

    .

    RL0-30601-M32-4O3N-1430-601-2-403

    MST or

    PostWeldHeat reatment

    o RL0-306012-M33-5504/-1430-601-2-550QCP or Wrapping nd coatingof U/G

    Piping

    .

    RL0-306012-M33-525N-1430-601-2-525

    QCP or Material

    eceivingnspection.

    4.O DEFINITIONS

    COMPANY

    CONTRACTOR

    SUBCONTRACTOR

    SUPPLIER

    t-J

    SS

    LTCS

    RESPONSIBILITIES

    ConstructionManager

    Construction

    Manager

    activities t site.

    PLANNING ngineer

    5.'l

    : Dolphin nergy

    imited

    :

    JGC

    Middle astFZE

    : Dodsal teLimited

    :

    Supplier f

    products

    ndservices

    o

    SUBCONTRACTOR

    :Carbon

    teel

    :Stainlessteel

    :Low emperaturearbon teel

    shall be responsibleor overall management

    f all

    construction

    5.2

    5.3

    He shall be responsible o prepare monthly and weekly schedu/esbased on over all project

    plan

    and

    monitor

    progress

    on daily,

    weekly and monthly basis.

    PIPING ngineer

    He shall be responsibleor carryingout

    the

    all activities ssociated

    with U/G

    piping

    works

    includes

    prefabrication

    nd erection

    in line with ihe

    schedule

    targets

    given

    by the

    Subcontractor's rojectControls epartment . lso

    responsibleor

    planning

    nd execution f

    all U/G

    piping

    activities,ncluding ut not imited, o the Materials,

    Machinery,Manpower.

    He will

    provide

    a list of materialsagainst each lsometricno, to the MaterialController

    minimum wo weeks n

    advance

    of the

    planned

    chedule. PipingEngineer s responsibleor

    expediting he missing materials,monitoring he drawing revisionsand modificationsor

    meeting he

    production

    argets set by the

    project

    controls. They shall co-ordinateand

    interface ith CONTRACTOR

    iping

    Supervisors.

    PipingForeman

    He shall be responsible or fabricating fhe spoo/s as

    per

    the latest approved drawing as

    identifiedby the

    piping

    engineer and also

    responsib/e

    o coordinate

    with igging foreman for

    erection of fabricated

    prpe

    spoo/s.

    Ensure

    all

    personnel's

    working with him shall worn

    necessary PE as

    per

    construction SE

    plan.

    5.4

    ComDanv oc.No:RL0-306012,432 02 Rev.03

    Page6 o f

    28

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    i - 1 ' i _ -_ - ' _ ' ' ____- i

    i - \ i - - . l

    I

    =-r

    iOOdsal

    -1

    g*r#{

    5.5

    Rigging oreman

    He shallbe responsible

    or supervise

    ll rigging

    activitiesnvolved

    n fabrication

    nd erection

    of

    piping

    spools

    and ensureall

    personnel's

    hall

    worn necessary

    PPE as

    per

    construction

    HSEplan.

    5.6 Material Controller

    MaterialController

    hall be responsible

    or collecting

    materials rom

    the JGC ware

    house/JGCesignateday downarea

    and shifting

    he materials

    o the abricationreaand

    shifting

    he fabricated spools

    rom the subcontractor's

    abricationarea to the

    erection site.

    5.7

    5.8

    5.9

    WeldingEngineer

    He shallbe

    responsibleor the selection

    f consumables inventory

    ontrol, reparation

    Qualification

    f

    WPS & PQR,

    Qualification

    f Welders&

    Monitoring elderPerformance,

    Marking

    he WPS

    and

    NDE requiremenisn lsometric rawings, roubleShooting f all

    weldingelated

    roblems,

    onducting

    raining ections

    or hewelding

    ersonal.

    e

    shall lso

    coordinatend nterface

    ith

    Contractor's

    elding

    Engineer Sr. Welding nspector

    n the

    maters elatedo Welding selectionf

    Jointsor NDT.

    WeldingSuperintendent

    WeldingForeman

    He shall eport

    o the WeldingEngineer nd shall

    be responsibleor Job allocation nd

    monitoringelders, ontrol ndmonitor

    he ssue f WeldingConsumables,hecking

    hatal l

    welding

    arameters

    onfirms o heWPS,conducting

    eldvisualnspectionnd

    preparation

    of DailyWelding rogress eport, ttending

    epairs tc.,

    Welding

    QC

    nspector

    He

    shallbe

    responsibleor heverificationnddocumentationf all

    he materialsonfirming

    to the lsometric rawings Standard

    rawings,ransferringeat

    nos.

    on

    to the material

    traceabilityecords, hecking f it-ups,

    reheats,

    nter

    pass

    emperatures

    inal

    weld

    visuals,

    witnessing F Pad eak esting,WeldVisual

    nspectionnd

    preparation

    f DWR,

    n

    process

    inspection surveillancef all

    welding ctivitiesn

    he

    shop.

    NDE&

    PWHT

    Goordinator

    He shallbe responsibleor coordinating

    ll the NDEand

    PWHTactivities. e is the focal

    point or requesting ll the NDE and PWHT, lagging nd identificationf joints.He will

    update

    heNDT esults n raceabilityecords, nd

    make he istof spools leared

    or NDE.

    HSEOfficer

    HSE officer hallbe responsible

    or successfulmplementationf safety

    ystems hrough

    differentrainino nd nsoection.

    5 .10

    5 . 1 1

    Company

    Doc.No:RL0-30601-N432-402ev.03

    Page7 ol 28

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    1 \ t t

    I

    F,

    illodsal

    h.-i.. l<

    6,0 TOOLS

    ANDEQUIPMENT

    o

    Cranesshall

    be certified

    y third

    pafty

    .

    Fork ifts,Liftingbelts,Chain

    blocks, irfors,Slings

    and other

    necessaryoolsand

    tackles or rigging& material andling perationsCertified y thirdparTyf applicable)

    and

    quarterly

    olor-coded s

    per project

    HSE

    equirement.

    .

    Pipe tands,

    ipe

    lamps,

    ixtures

    .

    Welding nd

    grinding

    machines

    pencil rinders)

    .

    Electrodes

    bakingand holdingovens

    with valid calibrationceftificates.

    .

    Gascutting nd

    Plasma uttingmachines

    .

    PipeFitting nd nspection

    ools

    o

    Wind

    orotection

    uts

    .

    Hand ools uitableo the

    materialo be abricated

    .

    Tools nd

    ackles i th abricationenches nd

    vices

    7.O

    PROCEDURE

    SequenceOf Activities

    7 1 Materialdentification

    a. ldentify he materials

    equired or fabrication f under

    ground

    piping

    as

    per

    the

    approvedonstruction

    sometricrawings.

    b. Collect nd shift

    he materialsrom he JGGwarehouse/layownarea

    o fabrication

    arealstores. egregate he materials

    tem wise

    and

    colour codes

    for material

    identificationhallbe appendix-1,pecificationor dentificationf pipingmaterialsefer

    Doc.

    o:RL0-0000-LSP-00003.

    c. Millmarkings hallbe verified ith

    materialestcertificateuring abricationf

    piping,

    beforecut the

    pipes

    o suit drawing imensions

    eat or chargenumbers hall be

    transferred y hard stamping/tag n cut

    pieces

    and duly

    recorded nd

    get

    signed rom

    the

    coniracior

    n he raceabilitvorm.

    7 2 Material torage

    a.

    All

    piping

    Material ith heexceptionf bulk

    tems,

    .g.

    bolts, utsandwashers tc,will

    be stored ndcontrolledn accordance ithcontraclor's aterial ontrol roceduret

    site eferCompany oc.

    No:RL0-0000-GPR-10005.

    b. Materialshallbe stored ccording

    o the temclassification,

    o

    notstore

    ogether ith

    different

    tem

    classification.

    or sfainlesssteelspools/pipes nd

    fittingsshallbe kept

    separatelvo avoidcontamination

    ithothermaterials.

    c. Pipe

    spoo/s sha// be

    stored area by area as

    per

    the

    PCWBS for easy access and

    identification

    of spoo/s.

    7.3 Verification

    of

    Trenching Excavation

    a. Trenching Excavation ill be doneby others or all the U/Gpipingworks. After eceipt

    of trench handover document

    from Contractor, Subcontractor hould verify

    the

    Conpany

    Doc.No:RL0-3060]2-l\,132-402

    ev.03

    Page B of 28

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    i-:\

    l e n i

    Ef

    r_---_--------_--.]i

    iDodsal

    lsE-

    7.4

    suitabilityf

    Trench/Excavation

    or the Coordinates,

    levation,

    idthof trench,Slopes,

    Bedding s

    per

    he

    drawings

    nd

    rench onfiguration

    or safe

    working.Any concerns

    willbe

    notifiedo Contractor,

    hrough

    roper

    hannel.

    Prefabrication f

    spools

    a.

    Prefabricationhall be carried

    out as

    per

    the subcontractor's

    pproved

    method

    statement

    or

    piping refabricaiion

    oc.no:

    L0-30601-M32-404N

    1

    430-601

    2-404.

    b. The spools equested

    y the Area Piping

    Engineer

    ill

    be

    deliveredo the

    location

    advised

    y he Piping ngineer

    Piping oreman. nloading

    ndstackinghall

    bedone

    in

    such a

    way that, the commonaccess

    and roadsare

    not blocked, ntil unless

    informed nd

    agreed y the CONTRACTOR.

    he spools hall

    be stackedo suit

    he

    erection equence nd segregated

    aterial

    wise, n

    particular

    voidcontact f SS

    sooolso CS/LTCS.

    Transportation nd

    placing

    of spools

    a.

    The spoolsdeliveredo site are

    generally

    wrapping nd coated ondition.

    Hence, are

    shallbe

    exercisedo avoid/minimizeamages

    o the coating uring

    oading,

    nloading

    and

    erection ctivities.

    b. If any damages occurred duing transpoftation

    and handling shall be

    notified

    to

    contractor and damaged

    pipe/fifting

    shall be

    replaced with new

    pipe/fitting

    and

    welding

    shallbe carried out according

    o the approved

    welding

    procedure.

    c. The

    pipes

    PipingSpoolsduly coated

    Wrappedwill be

    placed

    nearby he excavation

    within he range no closer han 1.5M.

    The

    crane

    will be kept at a safe distanceof 1.5

    time'sminimum epthof excavation ue to looseexcavated and/earth. he capacity f

    the crane o be usedwill be identified epending

    n Pipedrameter/weight.

    d. When there

    is no

    excavation

    s involved,

    piping

    can be

    placed

    directly on

    the

    coordinates f

    iis

    final ocation.

    e. Liftingbelts shall be used

    o

    avoiddamage

    o the Coatingof the

    piping

    components.

    Steel opes Slingsare shall

    not

    be

    used.

    f. Pipingcomponents ill be

    placed

    above

    ground,

    using

    woodenDunnage or sand bags

    to facilitatewelding

    and

    it up

    operations.

    Gleaningand protection of spools

    a. Before ield erection,Spools will be blown

    with

    compressed

    air to remove dirt and

    debris,

    if

    any.

    lf the

    spool

    is not

    going

    to

    get

    erected immediatelyafter

    the

    cleaningi lowing,

    he

    ends

    wili

    be

    protected

    with the end caps or with a

    polyethylene

    sheet tightly ied with binding

    wire to

    avoid

    ingress of dirt/water/moisturend any

    foreign

    ob1ects.

    The open ends of the erectedspoolsshallbe covered

    mmediatelyo

    avoid

    he moisture

    ngress.

    b. Extracare shall be takenwhile erectingCS/LTCSand

    galvanized

    poo/s

    n the vicinity

    of Stam/essSieel o avoid crosscontaminatlon.

    Wire rooe

    slinos

    shall not be used or

    handl ing,

    ransportat ion

    nderect ion

    f SS spools.

    7 .5

    7.6

    CompanyDoc.No:RL0-306012\432-402 ev.03

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    7.7

    c.

    The flange aces shall

    be sealed

    with light

    metal blinds

    plywood

    or

    purpose

    manufactured

    lastic

    aps.

    Everycare shall

    be taken

    o avoiddamage

    o flange

    gasket-seating

    acesduring

    he course

    f erection.

    f any damage

    o

    the flange ace

    shall

    e notified

    o theCONTRACTOR

    y

    FQR.

    Field nstallation

    Prior o any installation,

    3D view

    o be studied o check

    and ensure

    or any nterface

    with adjacent

    structures,

    iping

    or equipment.

    ncase f any

    such cases sha//

    be

    informed hrough

    ield

    query

    o contractor/company

    or remedialaction.

    All

    piping

    materials

    hall be field

    run and fabrication,

    raceabilityecords

    hall be

    maintaineds

    per

    heSUBCONTRACTOR

    ethod tatement

    or Piping refabrication.

    Heat numbers shall be transferred

    by means of

    hard

    punching

    or carbon

    steel

    materials hickness bove

    5 mm.

    For

    carbon

    steel materials htckness

    ess than or

    eoual o 5

    mm

    and

    all LTCS/SSmaterials hall

    e etched

    with

    electric

    encil.

    Erection equence hall

    be

    planned

    ccordingo

    the spools vailability nd ensure

    hat

    there s no inbrterence

    and difficultyof erecting

    he remainingspoo/s n

    later

    stage.

    e. While

    oint

    it up careshall

    be exercisedor staggering

    he Longseamsof

    pipe

    and

    fittingsn sucha way hatat

    the

    circumferential

    elds he ongitudinal

    eldsareoffset

    from

    he

    top

    of

    the vertical

    ipe

    centerline

    referably

    0"

    left and 30' right or each

    successive lement.

    The minimum istance etween

    he two longseamsshallbe

    50mm

    r

    six imes he

    pipe

    wall

    hickness hichevers

    greater.

    The distancebetween wo successlve

    ircumferentialutt

    ioints

    shall

    be minimumof

    SAmm r one time diameterwhich ever s oreater.

    g.

    After

    completion f

    the

    oint

    it up,

    pipe

    itterwill makea box adjacento the

    oint

    markinghe

    Joint

    no.,

    provision

    or Fit up & Weld Visualsign off

    from the welding

    Inspectornd orwelderdentificationos.

    Pipe Fitter Piping oremanwill check

    he fit

    up

    and

    advise

    he areawelding

    nspector

    for

    clearance.

    Welding nspector hecks it up,

    identification

    f spool

    nos. and upon his

    satisfaction

    lears

    he

    joint

    fit up and notes down

    the

    applicable

    WPS to be used or

    welding

    and

    preheat

    emperaiure,f required. There shall

    no

    be

    no

    stress

    placed

    onto

    equipment

    ozzles rom

    piping.

    No

    pipe

    springing llowed.

    All valves, strainersand inline items shall be installed as per /atesf approved drawing

    and ensure the actual

    flow direction of the svstem and valves marked

    flow direction

    shallbe the same direction.

    All bolts and nuts shall be

    protected

    with anti seize compound o

    prevent

    corrosion.

    L

    Al l

    p ip ing

    lange

    bol tsare

    o be t ightenedtorque s applicablend

    orque alues

    hall

    be as

    per

    the

    project

    spec. Bolt ightening equenceshall

    be followed, s

    per

    the boll

    t ightening

    rocedure

    i l lbe submittedeparalely.

    Dimensionalolerances

    hal l e

    ol lowed

    s

    per

    attachment-1f company oc.no:

    RLO-

    0000-LPR-0009.411ngular imensions f bends

    and branches hal lbe maintained

    within 1 deoree.

    a.

    b .

    n .

    J .

    k .

    ComDanv oc.No:RL0-30601-l\,432-42 Rev.03

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    l - l

    '8

    iDodsel

    n.

    All he emporary ttachments,

    ugsandstrong

    acks nd ack

    welds sedduring

    ifup

    shallbe

    made n accordance

    ithapproved elding

    rocedure

    ndshall

    be welded y

    the

    qualified

    welder's. Upon/during ompletion

    of welding,

    all the temporary

    attachmentshall be

    removed y using

    grinding

    nd

    ground

    lush with the base

    material,nd nspectedisuallyollowed y Magneticarticle/dyeenetrantest.

    Pipe suppotis

    nstallation nd weldingshall be done

    as

    per

    the approved

    sometric

    drawings

    and

    painting

    of the sameshall

    be done according o

    the

    proiectpainting

    soecification

    eferDoc.No:RL0-0000-WSP-02005.

    o.

    After ine is mechanically ompleted nd

    prior

    to test

    pack

    submlsslon,

    ine

    shallbe

    thoroughly heckedwith latestapproved

    drawingand any changes

    of dimensions,

    rerouting& additional

    weld

    oints

    shallbe markedon drawing

    nd submit inal as built

    draw

    nq

    o

    the contractor/com

    anv.

    Welding onsumable ontrol

    a.

    Welding onsumableontrol hallbe followed s

    per

    he

    approved CP

    or control f

    welding onsumableseferDoc.No: L0-306012-Q56-521.

    b- All backingand holding ven shall be equippedwith

    thermostat

    nd

    havingvalid

    calibrationertificate.

    owhydrogen lectrodeshallbe backed t a

    temperature

    00 '

    C to 350'C or 2 hoursor as oer

    he manufacturesecommendation.fter2 hoursof

    backing,he sameshallbe shifted

    o

    holding venand

    maintain temperaturel50"C

    prior

    o ssue.

    c.

    Welding

    lectrodehall

    be ssuedor

    production

    romholding vens nlyand carrying

    theelectrodeso fieldby portable vens/quiversaintainedt a temperature0'C o

    100'C.

    Un usedelectrodes

    hallbe return o storedby the end of shiftand shallbe

    rebakedas

    per

    the manufacturer'secommendation.

    aximum umberof times

    electrodesanbe baked hallnotexceedhree

    imes.

    Welding

    a. Allwelds ncluding eld epairs hallbe supported y he relevantWPS.All

    heWPS's

    shall be

    supported by PQR's and shall be

    qualified

    n the

    presence

    of

    COMPANY/CONTRACTORccording o the ASME Sec.lX and relevant

    project

    soecifications.

    b. All the relevant nd latestapprovedWPS's copy will be availablewith welding

    foremaniwelding

    uperintendentnd

    t will

    be

    displayed ear he weldarealwelding

    consumableontrol tore ocated t site.

    c. Daily oolboxalksshallbe conducted y

    the

    weldingoreman/weldinguperintendent

    andexplain

    o the welder'so follow he welding equirements.hewelder hall tr ictly

    adhere o the WPS, and shall be moni tored y the Welding nspectorAlVelding

    Superiniendent.

    d.

    Before

    tartwelding,heck he

    oint

    or cleanlinesso ensurehat he

    oint

    and

    oint

    both ides f basematerialt least 5mm hall e clean nd ree rom

    paint,

    i l ,dirt,

    scale,

    xides ndother

    materialsetrimentalowelding.

    7.8

    7.9

    CompanyDoc.No:RL0-306012-[,,132-402ev.03

    A a d a 1 1 ^ f ) 9 ,

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    f.

    J

    n .

    t_

    n .

    o.

    Before welding,

    ensureearthing

    s

    properly

    connected o

    the

    ob

    to

    prevent

    oss of

    amperage

    nd arc strikes.

    To avoiddamage

    o the existing

    Coating

    Wrapping ue

    o the welding nd

    related

    activities

    uchas weldspatter,

    rinding

    tc.,

    adjacent reas

    t weld

    oint

    willbe mvered

    with ireproof rotectiveovering fireblankets.

    WeldingForemanwill allocate

    a

    qualified

    welder

    (approved

    y

    CONTRACTOR,

    identified y

    welder D card)

    or

    performing

    he weldingand also

    responsibleor

    arranginghe

    requiredillerwire & electrodes,

    ind

    shields,

    amsand back

    purging

    whilewelding tainless teel,

    preheating

    f

    ihe

    oint

    n accordance

    iih he approved

    WPS.

    In case the

    joint

    requires

    preheating,

    fter

    attaining he

    preheating

    emperature,

    Welding oremanshall be checked

    preheat

    and

    ensure

    preheat

    hall

    be as

    per

    approvedWPS.EachWelder as been

    provided

    ith

    a

    set of Temperaturendicating

    Crayon,and welder shall be

    responsibleo check and

    maintain he

    inter

    pass

    temoeratures.

    Weather

    onditions

    ecomeoo severe,

    ike blowing indstrongly nd

    rain s falling,

    welding

    hall

    be

    stopped

    nless

    rovided

    dequate

    hieldingrom he

    wind

    or

    rain.No

    welding hallbe carried ut on

    wet basematerials.

    ny moisture n surfaceso be

    welded hallbe removed y

    preheating

    o 50oC

    rior

    o welding.

    Welding f SS

    oints

    shallbe commenced

    fter

    purging

    ithallowing ufficieniime o

    displace

    he

    entrapped

    ir and backing hallbe in accordance

    ithapproved elding

    oroceoure.

    Aftercompletionf eachpassand before epositinghe nextpass he ointshallbe

    cleaned f slag,

    pores

    or any r regularities.

    he

    purging

    hallbe continued

    ill he

    end

    of hot

    pass

    whilewelding tainless teel.

    The electrode

    uivers

    hallbe always

    lugged

    nd he cover hall

    be keptclosed. f

    the welders aveany

    problem

    ith

    he

    oint

    electrodeshallapproachhe

    welding

    Foremen r Weldingnspectoror

    needed ction r clarificat ion.

    After ompletinghe

    oint

    hewelderD Number hallbe entered

    n thespace

    rovided

    adjacent

    o the

    oint.

    Depends n the sizeof

    the

    oint

    1 or morewelders anwelda

    joint.

    Thearea

    performed

    y each

    welderwillbe clearlydentified ut,always areshall

    be taken o engageminlmum

    umber

    f

    welders n a single

    oint.

    lf more han

    one

    welder s used to complete .loint, all welders D's are to be confirmed n QC

    documentation.

    Ensure Joint shall

    not

    be

    moved/lifted until welding at least 2

    passes

    or

    1/3'"

    of

    wall

    thickness is completed, some critical applications

    lifting of

    joint

    with out complete

    welding shallbe notified o contractor/company.

    At the end of each shi f lwelding oreman hal l

    prepare

    l ist of a l l

    the

    oints

    whose

    welding as beencompleted ndsubmit o

    theWelding

    QC

    Inspector

    m.

    Company

    Doc.No:R 0-306012-N/32-402ev.03 Page12of

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    7.10 Visual

    nspection nd NDT

    a. Welding

    nspector ill nspect

    ll weld

    oints

    visually othcapping

    nd rootwherever

    accessible

    o meet

    he

    project

    equirements.

    e will verify ll

    he details onf irming

    o

    themarkings djacento the oint.

    b. After nspectionnd

    con{irmation

    f acceptance,he isi

    will

    be

    given

    0

    he

    Contractor's

    Inspectoror inspection

    review. Once

    the

    Contractor's

    nspector

    ompletes is

    inspectionhe signed

    DWR, copiesshall be distributed

    o the

    ProjectControls

    department,

    ieldNDE& PWHT oordinator

    ndContractor's

    elding ngineer.

    c. NDEand

    PWHT

    oordinator

    rganizes

    he lagging nd dentificationf

    weld

    oints

    with

    NDESUPPLIER.

    he NDE equestshallbe

    ointly

    igned

    ffas acknowledgement

    or

    witnessinghe

    oini

    and

    confirmationor availabilityf access

    nd ightingor carrying

    out he NDEactivities.

    d.

    NDE& PWHTCoordinator ill

    receivehe NDE reports nd PWHTcharts

    rom he

    NDE

    SUPPLIER

    nd PWHT upervisorespectively.

    e will reviewhe PWHTChart

    andafter igning ubmit

    o heCONfRACTOR

    or review ndsignature.

    e. The signed

    PWHT

    Chart

    will be retained y the CONTMCTOR nd

    a copyshallbe

    issued o the

    SUBCONTRAGTOR

    or reference. he NDE &

    PWHTchartswill be

    issued o the site

    QA"/QC

    ngineeror updating

    nto he field raceabilityecords n

    daily asis nda

    master opy hall e maintainedy

    he NDE

    PWHT

    Coordinator.

    f. After ompletionf PWHT ndNecessary

    DT,NDTcoordinatorill eleasehe

    oints

    for est ing. estingwillbe carried utas

    per

    he approved

    rocedure

    illbe submitted

    separately.

    g.

    Arc strikes outside weld bevels shall be avoided,

    if

    any occur,

    the deposit shall be

    carefully removed by

    grinding

    and the area shall be

    100%

    examined

    by magnetic

    particle

    test

    (on

    magnetic

    materials)

    or dye

    penetrant

    test

    (on

    non magneticmaterials).

    All repairs shallbe done according o the approved

    welding

    procedure.

    7 11 RepairsManagement

    a. Once a

    repair s identified, or

    joints

    sizes below 2" NPS the full

    oint

    will be cut and

    re-

    welded. For

    all

    other sizesbased on the extent of repair, the Welding Superinlendent

    shalldecide whether

    oint

    is to be repaired ocally or the

    oint

    is to be cut and

    re-welded.

    For localized ocations the repair shall be marked from lhe tracersgiven by the NDE

    co-ordinator.

    b. The

    oint

    will be excavated by

    grinding

    and

    excavated

    portion

    shall be sufficient lydeep

    and long to remove the defect.

    The width

    and

    profile

    of excavated

    portion

    shall have an

    adequate access or rewelding.

    c. After repair removal shall be followed by

    MT/PT to

    ensure

    the defect is completely

    removed and re-welded as

    per

    the approved

    repair weldtng

    procedure

    and necessary

    NDE & PWHT shall be

    performed.

    The information regarding the obseNation

    on

    the

    repair

    shall be recorded as

    found

    /

    not found and

    given

    to the welding engineer or his

    review

    and

    records.

    Company

    Doc.No:

    Rt0-306012 \,432-402ev.03

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    8.0

    7.12

    Reporting nd

    DataManagement:

    NDE SUPPLIER hall

    maintaina database,

    whichcan

    provide

    all necessary

    uality

    epofts

    and nformation or maintaininghe Quality.

    The nput or the

    Date Base s:

    .

    Joints

    markedup Isometrics

    or creating he basic

    data.

    .

    Daily WeldingRepofts

    .

    Lrsfof SpoolsReleased

    or NDE

    c

    AIINDERequests

    .

    All NDE epofts

    .

    Lisf

    of Spools

    Releasedor Painting

    TheOutput btainedrom he

    Data Base

    .

    WeeklyWelderPerformance

    Reports

    .

    Sfafusof TracersMarking

    o

    LineC/ass

    wlse NDE

    summary

    ndcoverage

    .

    WelderWiseNDEcoverageor Random adiography

    oints

    .

    No.

    of Joints

    welded

    and

    No.

    of

    Jointsbalance or weldinq

    .

    No-

    of Joints alance

    or Radiography

    .

    No. of Jointsbalance or PWHT

    .

    No-

    of Jointsbalance

    or RT repair

    .

    Sfafus f Spoo/s nder abrication, nderNDEclearance r

    underPainting.

    Statusor he same shallbe submittedo contractor

    QC

    department n weeklvbasis.

    HEALTHSAFETYAND ENVIRONMENT

    1- Tool Box Talks

    shall be conducted

    before the commencement f new activityand

    everydaymorningdetailing

    he risks nvolved n the activities

    oing

    o be carriedout.

    2. Before

    commencement

    of work SafeActivity Pre-Check

    (SAP)

    sheefs

    sha//

    be

    filled

    as

    attached.

    3.

    All

    personnel's

    hall

    worn necessaryPPE all times during the work.

    4. Ensure all lifting equipment and accessories shallbe cerlified or their capacity, validity

    and

    quafterly

    color coded as

    per

    constructionHSE

    plan-

    5.

    All

    electrical equipment shall be

    inspected

    and

    properly

    earthed by a

    qualified

    electricianand

    quarterly

    color-codedas

    per

    constructionHSE

    plan.

    6.

    The

    excavated

    rench

    area

    will

    be barricaded t

    least2M back,with safety ibbonwith a

    bi l lboard ispaying

    Deep

    Excavation".t n ight, l inking ghts& safety

    r ipodwi l l

    a lso

    be displayed round he excavationrea,

    whenever

    equired. ardbarr icadinghal lbe

    provided

    or excavation eyond2-meterdepth.

    7. Proper rigging studies shall be done on case-lo-casebasis for exact crane

    positioning

    and safe iftind oDeration.

    CompanyDoc.No:RL0-306012-M32-402ev.03 Page 14

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    9.0

    8.

    ln case of any emergency

    during

    nstallationof

    piping

    in trench,

    piping

    foreman

    will ead

    the team

    for emergencyevacuation.

    ATTAGHMENTS

    1 Attachment-1

    Dimensionalolerances

    2. SWMS or UnderGround

    Piping nstallation nd

    Testing

    3. SafeActivity

    Pre

    check

    SAP)

    sheet

    CompanyDoc.No:RL0-30601-[,432-402

    ev.03

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    f:\

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