A.01.30_Performance_Work_Statement_(W912EF18Q0089).pdf

I ce Har bor Li f t i ng Devi ces Load Test i ng W912EF18Q0089

PROJECT TABLE OF CONTENTS

DI VI SI ON 41 - MATERI AL PROCESSI NG AND HANDLI NG EQUI PMENT

41 22 13. 76 28 I CE HARBOR LI FTI NG DEVI CES LOAD TESTI NG

- - End of Pr oj ect Tabl e of Cont ent s - -

PROJECT TABLE OF CONTENTS Page 1

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SECTI ON TABLE OF CONTENTS

DI VI SI ON 41 - MATERI AL PROCESSI NG AND HANDLI NG EQUI PMENT

SECTI ON 41 22 13. 76 28

I CE HARBOR LI FTI NG DEVI CES LOAD TESTI NG

PART 1 GENERAL

1. 1 DESCRI PTI ON OF WORK

1. 2 REFERENCES

1. 2. 1 Sour ces For Ref er ence Publ i cat i ons

1. 3 SAFETY

1. 4 PRE- WORK MEETI NG

1. 5 LOADI NG AND UNLOADI NG LI FTNG BEAM AND BRACKETS

1. 5. 1 El ect r oni c Submi t t al s

1. 6 SECURI TY

1. 6. 1 Access And Gener al Pr ot ect i on/ Secur i t y Pol i cy And Pr ocedur es

1. 6. 2 Pr e- Scr een Candi dat es Usi ng E- Ver i f y Pr ogr am

1. 6. 3 Empl oyee Escor t

1. 7 GOVERNMENT' S WORK SCHEDULE

1. 8 QUALI FI ED PERSON

1. 9 GOVERNMENT QUALI TY ASSURANCE ( QASP)

PART 2 PRODUCTS

2. 1 NAMEPLATE AND WORKI NG LOAD LI MI T MARKI NGS

2. 1. 1 Namepl at es f or Li f t i ng Devi ces

PART 3 EXECUTI ON

3. 1 I N- SHOP LI FTI NG BEAM AND BEARI NG BRACKETS TESTI NG

3. 1. 1 Pr e and Post Load Test I nspect i ons

3. 1. 2 Li f t i ng Devi ce Shop Test Pr ocedur e

3. 1. 3 I n- Shop 125% Load Test

3. 1. 4 Li f t i ng Devi ce Load Test Repor t

ATTACHMENTS:

modi f i cat i on dr awi ng

Exi st i ng Li f t i ng Beam

Upper Bear i ng Br acket s

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SECTI ON 41 22 13. 76 28

I CE HARBOR LI FTI NG DEVI CES LOAD TESTI NG

PART 1 GENERAL

1. 1 DESCRI PTI ON OF WORK

Thi s Sect i on cover s t he mechani cal wor k t o t est an exi st i ng r ot or l i f t i ng beam f or I ce Har bor Power house, Uni t s 1- 3 gener at or s. Desi gn dr awi ngs and modi f i cat i on dr awi ng ar e pr ovi ded by t he Gover nment f or t he Exi st i ng Li f t i ng Beam, see at t achment s at t he end of speci f i cat i on. Conf i r m al l measur ement s and det ai l s of t he exi st i ng l i f t i ng beam at t he Cont r act or ' s shop f aci l i t y .

The r ot or l i f t i ng beam has an expect ed wor ki ng l oad l i mi t of 480 t ons.

Thi s sect i on al so cover s t he mechani cal wor k t o t est t wo exi st i ng upper bear i ng br acket l i f t i ng devi ces f or I ce Har bor Power house, Uni t s 1- 3 gener at or s. Phot os of t he Upper Bear i ng Br acket s ar e at t ached at t he end of t hi s speci f i cat i on.

Each upper bear i ng br acket l i f t i ng devi ces has an expect ed wor ki ng l oad l i mi t of 80 t ons.

For t hi s speci f i cat i on t he t er m " l i f t i ng devi ce( s) " i ncl udes t he 480 t on l i f t i ng beam and t wo 80 t on upper bear i ng br acket s.

1. 2 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent i ndi cat ed by t he r ef er ence. The publ i cat i ons ar e r ef er r ed t o i n t he t ext by basi c def i ni t i on onl y.

ASME I NTERNATI ONAL ( ASME)

ASME B30. 20 ( 2013; I NT Oct 2010 - May 2012) Bel ow- t he- Hook Li f t i ng Devi ces

ASME BTH- 1 ( 2017) Bel ow- t he- Hook Li f t i ng Devi ces

AMERI CAN WELDI NG SOCI ETY ( AWS)

AWS D14. 1/ D14. 1M ( 2005) Speci f i cat i on f or Wel di ng I ndust r i al and Mi l l Cr anes and Ot her Mat er i al Handl i ng Equi pment

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

EM 385- 1- 1 Saf et y and Heal t h Requi r ement s Manual

The Cont r act or shal l be r esponsi bl e f or compl yi ng wi t h t he cur r ent edi t i on and al l changes post ed on t he web as of t he ef f ect i ve dat e of t hi s solicitation.

1. 2. 1 Sour ces For Ref er ence Publ i cat i ons

ASME I NTERNATI ONAL ( ASME)

Two Par k Avenue, M/ S 10E New Yor k, NY 10016- 5990 Ph: 800- 843- 2763 Fax: 973- 882- 1717 E- mai l : cust omer car e@asme. or g I nt er net : http://www.asme.org

AMERI CAN WELDI NG SOCI ETY ( AWS)

13301 NW 47 Ave Mi ami , FL 33054

Ph: 888- WELDI NG, 305- 824- 1177, 305- 826- 6192 Fax: 305- 826- 6195 E- mai l : cust omer . ser vi ce@awspubs. com Internet: http://www.aws.org

U. S. ARMY CORPS OF ENGI NEERS ( USACE)

CRD- C DOCUMENTS avai l abl e on I nt er net :

http://www.wbdg.org/ccb/browse_cat.php?c=68 Or der Ot her Document s f r om:

USACE Publ i cat i ons Depot At t n: CEHEC- I M- PD 2803 52nd Avenue Hyat t svi l l e, MD 20781- 1102 Ph: 301- 394- 0081 Fax: 301- 394- 0084 E- mai l : pubs- ar my@usace. ar my. mi l I nt er net : http://www.publications.usace.army.mil/ or http://www.hnc.usace.army.mil/Missions/Engineering/TECHINFO.aspx

1. 3 SAFETY

Whenever t he Cont r act or i s at I ce Har bor Dam t he Cont r act or shal l compl y wi t h Saf et y and Heal t h Requi r ement s Manual EM 385- 1- 1.

1. 4 PRE- WORK MEETI NG

A t el e- conf er ence pr e- wor k meet i ng wi l l be conduct ed af t er Not i ce of Awar d. Dat e and Ti me of t el e- conf er ance wi l l be gi ven af t er awar d. The pur pose of t hi s meet i ng i s t o di scuss and devel op mut ual under st andi ngs r el at i ve t o t he wor k and schedul i ng of wor k. Each of t he f ol l owi ng i t ems shal l be emai l ed t o t he Cont r act i ng Of f i cer one ( 1) week pr i or t o t hi s meeting:

a. Pr oj ect Schedul e, i ncl ude i n t he pr oj ect schedul e t he f ol l owi ng items.

1. Dat e t o pi ckup l i f t i ng devi ces f r om I ce Har bor .

2. Dat es of al l I n- Shop Li f t i ng Devi ce Test i ng

3. Dat e t o del i ver l i f t i ng devi ces back t o I ce Har bor .

b. A Li st of vehi c l es and l i cense pl at e number s t o be used f or t r anspor t i ng t he l i f t i ng devi ces.

Ice Harbor Lifting Devices Load Testing W912EF18Q0089

c. Letter signed by company President and/or Chief Operating Officer stating e-file verification of all employees, that will be at Ice Harbor Dam, by name.

d. Lifting Device Shop Test Procedure, see paragraph titled "Lifting Device Shop Test Procedure" for requirements.

1.5 LOADING AND UNLOADING LIFTNG BEAM AND BRACKETS

Lifting Devices shall be returned to the project no later than June 21, 2018.

Government responsibility:

Government will load and unload the lifting devices on the Contractors transporting vehicle(s).

Contractor responsibility:

Providing all tie downs required for transporting the lifting devices.

Securing the lifting devices to the transport vehicle(s)

Loading and transporting the lifting devices back to Ice Harbor Dam.

1.5.1 Electronic Submittals

Each submittal shall be sent in PDF format via e-mail to the transmittal mailbox for the Lower Snake River Resident Office:

CENWW-LSCRO-SUBMITTALS@usace.army.mil

Address submittals to Luke Groom.

Submittal files too large to send via e-mail shall be submitted using the AMRDEC Safe Access File Exchange (SAFE) website at:

https://safe.amrdec.army.mil/SAFE/

When asked to "provide an email to provide access to", enter the Lower Snake River Resident Office transmittal e-mail address.

1.6 SECURITY

The Project site is a secured area and access onto the Project is restricted. The security measures affect all of the Contractor's vehicles and personnel. There will be delays when entering Projects due to locked gates, vehicle inspections, and personnel checks. Inspections and checks may include inspection of tool boxes, brief cases, lunch boxes, and other containers.

1.6.1 Access And General Protection/Security Policy And Procedures

All contractor employees, including all associated sub-contractor employees, shall comply with all applicable facility access and security policies and procedures. Local facility policies and procedures will be provided by a government representative.

SECTION 41 22 13.76 28

I n addi t i on t o t he changes ot her wi se aut hor i zed by t he changes c l ause of t hi s cont r act , shoul d t he For ce Pr ot ect i on Condi t i on ( FPCON) at any f aci l i t y change, t he Gover nment may r equi r e changes i n cont r act or secur i t y mat t er s or pr ocesses.

1. 6. 2 Pr e- Scr een Candi dat es Usi ng E- Ver i f y Pr ogr am

The Cont r act or must pr e- scr een al l i ndi v i dual s, ( candi dat es) , t hat wi l l be i nsi de t he secur ed ar ea at I ce Har bor Dam usi ng t he E- ver i f y Pr ogr am ( http://www.uscis.gov/e-verify ) websi t e t o meet t he est abl i shed empl oyment el i gi bi l i t y r equi r ement s. The Cont r act or must ensur e t hat each Candi dat e has t wo val i d f or ms of Gover nment i ssued i dent i f i cat i on pr i or t o enr ol l ment t o ensur e t he cor r ect i nf or mat i on i s ent er ed i nt o t he E- ver i f y syst em.

An i ni t i al l i s t of ver i f i ed/ el i gi bl e Candi dat es must be pr ovi ded t o t he COR or t o t he cont r act i ng of f i cer ( i f a COR i s not assi gned) , no l at er t han 15 busi ness days af t er r ecei pt of Not i ce of Awar d.

1. 6. 3 Empl oyee Escor t

Al l cont r act or empl oyees, i ncl udi ng al l associ at ed sub- cont r act or empl oyees, who ar e not i n possessi on of t he appr opr i at e secur i t y c l ear ance or access pr i v i l eges, wi l l be escor t ed i n sensi t i ve or r est r i c t ed ar eas and/ or ar eas wher e t hey may be exposed t o c l assi f i ed and/ or sensi t i ve materials.

1. 7 GOVERNMENT' S WORK SCHEDULE

The mai nt enance cr ews at t he dam wor k f r om 6: 30 a. m. t o 5: 00 p. m. , Monday t hr ough Thur sday. Cr ews and st af f do not wor k on weekends and Feder al hol i days. I f a Feder al hol i day f al l s on a Fr i day, t he cr ews and st af f do not wor k on t he pr ecedi ng Thur sday. A power house oper at or i s at t he s i t e 24 hour s a day, 7 days a week, i ncl udi ng Feder al hol i days but i s not avai l abl e t o assi st t he Cont r act or .

I f t he Cont r act or r equi r es Gover nment suppor t or assi st ance out s i de of nor mal wor k hour s, t he Cont r act or must make a f or mal wr i t t en r equest t o t he Cont r act i ng Of f i cer at l east one week pr i or t o t he dat e t hat suppor t / assi st ance i s needed. The Gover nment wi l l r evi ew t hi s r equest , but t her e i s no guar ant ee t hat Gover nment suppor t or assi st ance can be pr ovi ded.

1. 8 QUALI FI ED PERSON

The Qual i f i ed Per son shal l meet ASME B30. 20 and OSHA 1910 def i ni t i ons and r equi r ement s f or a Qual i f i ed Per son. The Qual i f i ed Per son shal l be a Regi st er ed Pr of essi onal Engi neer wi t h a Mechani cal or St r uct ur al backgr ound.

1. 9 GOVERNMENT QUALI TY ASSURANCE ( QASP)

a. The Gover nment wi l l moni t or t he Cont r act or ' s per f or mance under t hi s cont r act usi ng qual i t y assur ance pr ocedur es devel oped by t he Gover nment . Typi cal pr ocedur es mi ght i ncl ude r andom sampl i ng, checkl i st s, cust omer compl ai nt s, and obser vat i ons.

b. The Gover nment r eser ves t he r i ght t o i nspect and t est al l ser vi ces cal l ed f or by t he cont r act , t o t he ext ent pr act i cabl e at al l t i mes and pl aces dur i ng t he t er m of t he cont r act . The Gover nment wi l l per f or m i nspect i ons and t est s i n a manner t hat wi l l not undul y del ay t he wor k.

c. I f any of t he ser vi ces do not conf or m t o cont r act r equi r ement s, t he Gover nment wi l l r equest t he Cont r act or t o per f or m t he ser vi ces agai n, wher e appr opr i at e, i n conf or mi t y wi t h cont r act r equi r ement s, at no i ncr ease i n cont r act amount . When t he def ect s i n ser vi ces cannot be cor r ect ed by r e- per f or mance, t he Gover nment may ( 1) r equi r e t he Cont r act or t o t ake necessar y act i on t o ensur e f ut ur e per f or mance conf or ms t o cont r act r equi r ement s and ( 2) r educe t he cont r act pr i ce t o r ef l ect t he r educed val ue of t he ser vi ces per f or med.

d. I f t he Cont r act or f ai l s t o pr ompt l y r e- per f or m t he ser vi ces or t o t ake t he necessar y act i on t o ensur e f ut ur e per f or mance i n conf or mi t y wi t h cont r act r equi r ement s, t he Gover nment may by cont r act , or ot her wi se ( 1) per f or m t he ser vi ces and char ge t o t he Cont r act or any cost i ncur r ed by t he Gover nment t hat i s di r ect l y r el at ed t o t he per f or mance of such ser vi ce or ( 2) t er mi nat e t he cont r act i n whol e or i n par t .

PART 2 PRODUCTS

2. 1 NAMEPLATE AND WORKI NG LOAD LI MI T MARKI NGS

2. 1. 1 Namepl at es f or Li f t i ng Devi ces

Pr ovi de new namepl at es i n conf or mance wi t h ASME B30. 20, i ncl udi ng but not l i mi t ed t o:

a. 480 Ton Li f t i ng Beam

1. Devi ce I D: PH- GRLB- 1/ 1

2. Mi l waukee Cr ane, 10250 SW Nor t h Dakot a St , Ti gar d, OR 97223

3. Ser i al number : 1601

4. Fabr i cat ed: 1960

5. Rat ed Capaci t y: 480 Tons

6. Li f t i ng Beam was Load Test ed t o 125%

7. Li f t i ng Beam Wei ght : " Added by Cont r act or af t er Wei ght Test "

8. ASME BTH- 1 Desi gn Cat egor y A.

9. ASME BTH- 1 Ser vi ce Cl ass 0.

10. Ref er t o EM 385- 1- 1 and t he Oper at i on and Mai nt enance Li br ar y f or Pr oduct Saf et y I nf or mat i on

b. 80 Ton Upper Bear i ng Br acket s ( t wo pl at es r equi r ed)

1. Devi ce I D: PH- GUBBLD- 1/ 2 and PH- GUBBLD- 2/ 2

2. Gener al El ect r i c

3. Ser i al number : B1 & B2

4. Fabr i cat ed: Unknown

5. Rat ed Capaci t y: 80 Tons

6. Li f t i ng Devi ce was Load Test ed t o 125%

7. Li f t i ng Devi ce Wei ght : " Added by Cont r act or af t er Wei ght Test "

8. ASME BTH- 1 Desi gn Cat egor y A.

9. ASME BTH- 1 Ser vi ce Cl ass 0.

10. Ref er t o EM 385- 1- 1 and t he Oper at i on and Mai nt enance Li br ar y f or Pr oduct Saf et y I nf or mat i on

Do not pr ovi de v i nyl l ogos and l et t er i ng f or pl at e. Pr ovi de new, cor r osi on- r esi st ant met al pl at es and cor r osi on- r esi st i ng st eel f ast ener s.

The Li f t i ng Beam new namepl at e shal l be s i zed t o mat ch t he exi st i ng l i f t i ng beam namepl at e and desi gned t o at t ach t o t he l i f t i ng beam i n t he same l ocat i on. The upper bear i ng br acket s ' new namepl at es shal l be s i zed t o f i t on t he pi n keeper pl at e wi t h 4 bol t s, see phot o at t he end of speci f i cat i on f or l ocat i on c l ar i f i cat i on.

Submi t f or appr oval , f or each namepl at e r equi r ed, a namepl at e dr awi ngs i ncl udi ng but not l i mi t ed t o t he pr oposed namepl at e, i t s s i ze, wor di ng, char act er s i zes, l ocat i on on t he l i f t i ng beam, pl at e mat er i al cal l out s, and f ast ener mat er i al cal l out s. Li f t i ng Beam namepl at e l et t er i ng must be easi l y l egi bl e f r om a di st ance of f i ve f eet . Upper Bear i ng Br acket s namepl at es l oad r at i ng l et t er i ng must be easi l y l egi bl e f r om a di st ance of f i ve f eet .

Cont r act or shal l submi t el ect r oni c ver si on of namepl at es descr i bed her ei n f or appr oval pr i or t o f abr i cat i on no l at er t han f i ve days af t er t est i ng.

Fi nal namepl at es shal l be mai l ed separ at el y t o t he f ol l owi ng poi nt of cont act no l at er t han f or t y f i ve ( 45) days af t er t est i ng.

Poi nt of Cont act :

Fl oyd St r edwi ck I ce Har bor Dam US Ar my Cor ps of Engi neer s 2763 Monument Dr i ve Bur bank, Washi ngt on 99323

PART 3 EXECUTI ON

3. 1 I N- SHOP LI FTI NG BEAM AND BEARI NG BRACKETS TESTI NG

3. 1. 1 Pr e and Post Load Test I nspect i ons

I nspect each l i f t i ng devi ce per r equi r ement s of ASME B30. 20 bef or e and af t er t he l oad t est s. For t he l i f t i ng beam t r unni on shaf t s per f or m Ul t r asoni c Test i ng bef or e and af t er t he l oad t est and compar e r esul t s on t he l i f t i ng beam. Af t er l oad t est di sassembl e beam and i nspect t r unni on shaf t s and bear i ngs wi t h a combi nat i on of v i sual , dye penet r ant and mag par t i c l e f or def or mat i on or cr acki ng, speci f i cal l y on t he bot t om of t he shaf t s at t he base. Al l wel d i nspect i ons and non dest r uct i ve exami nat i on descr i bed her ei n shal l be per f or med by a cer t i f i ed wel d i nspect or as def i ned by AWS D14. 1/ D14. 1M.

3. 1. 2 Li f t i ng Devi ce Shop Test Pr ocedur e

Submi t a Li f t i ng Devi ce Shop Test Pr ocedur e f or each l i f t i ng devi ce, pr epar ed by t he Qual i f i ed Per son, whi ch i ncl udes but i s not l i mi t ed t o a t est wei ght pl an, dr awi ngs or di agr ams, pr ocedur es t o meet t he t est i ng r equi r ement s of ASME B30. 20 and EM 385- 1- 1, and post - l oad- t est v i sual i nspect i ons f or def or mat i on, cr acks, or ot her def ect s. Each l i f t i ng devi ce must be l oad t est ed i n a manner whi ch wi l l cause i dent i cal st r ess t o t hose dur i ng nor mal use, t hr ough t he same l oad pat hs. Test i ng shal l be done under t he di r ect i on of a qual i f i ed per son, and shal l i nc l ude but not be l i mi t ed t o hoi st i ng or hydr aul i cs, at mi ni mum, 125% of t he r at ed capaci t y. I f t he shop t est consi st s of an act ual l i f t , t he l i f t shal l be of a suf f i c i ent di st ance t o ensur e t he l oad i s f ul l y suppor t ed by t he l i f t i ng beam hooks.

Li f t i ng Devi ce Shop Test Pr ocedur es shal l i ncl ude Qual i f i ed Per son and Cer t i f i ed Wel d I nspect or qual i f i cat i ons.

3. 1. 3 I n- Shop 125% Load Test

a. The capaci t y of t he r ot or l i f t i ng beam i s 480 t ons. Per f or m t he l oad t est t o 600 t ons.

b. The capaci t y of t he upper bear i ng br acket s ar e 80 t ons. Per f or m t he l oad t est t o 100 t ons

c. I f any cr acks or damage ar e f ound dur i ng any of t he Pr e Load Test I nspect i ons, t he Cont r act or shal l not i f y t he Gover nment pr i or t o per f or mi ng Load Test s.

d. Af t er t he l i f t i ng beam has been assembl ed, ser v i ce t he equi pment .

The Gover nment wi l l pr ovi de t he gr ease r equi r ed f or i ni t i al ser vi c i ng f or shop t est s. Gr ease af t er each i nspect i on.

e. As per FAR 52. 246- 4 I nspect i on Of Ser vi ces a r epr esent at i ve f r om t he Gover nment must be pr esent t o wi t ness t he l oad t est . Not i f y t he KO, wi t hi n t he f i r st 5 cal endar days of cont r act awar d, t he dat es of t he I n- Shop Load Test . Not i f y t he KO, a mi ni mum of t hr ee busi ness days i n advance, any r evi s i ons of t he dat es of t he I n- Shop Load Test .

3. 1. 4 Li f t i ng Devi ce Load Test Repor t

Submi t f or appr oval a Li f t i ng Devi ce Load Test Repor t f or each devi ce t est ed, pr epar ed by t he Qual i f i ed Per son, i ncl udi ng but not l i mi t ed t o t he following:

a. Li f t i ng Devi ce Shop Test Repor t s

I ncl udi ng but not l i mi t ed t o t he f ol l owi ng:

( 1) Appr oved pr ocedur e ( 2) Phot os of t he l i f t i ng devi ce hol di ng t he 125% l oad ( 3) Cl ose- up phot os of l oad pat h el ement s af t er t he t est

b. Qual i f i ed Per son Qual i f i cat i ons

c. Cer t i f i ed Wel d I nspect or Qual i f i cat i ons

d. New Li f t i ng Devi ce Wei ght Repor t s

I ncl udi ng but not l i mi t ed t o t he f ol l owi ng:

( 1) Cal i br at i on cer t i f i cat e( s) ( 2) Ser i al number ( s) of equi pment used ( 3) Wei ght of t he Li f t i ng Devi ce

e. Li f t i ng Devi ce Pr e- I nspect i on Repor t

I ncl udi ng but not l i mi t ed t o t he f ol l owi ng:

( 1) Phot ogr aphs of t he l i f t i ng devi ce assembl i es, l i f t i ng devi ce component s, and of any cr acks and anomal i es f ound.

( 2) I nspect i on r esul t s i ncl udi ng descr i pt i ons of any cr acks and anomal i es and t hei r l ocat i ons.

f . Li f t i ng Devi ce Post - I nspect i on Repor t

I ncl udi ng but not l i mi t ed t o t he f ol l owi ng:

( 1) Phot ogr aphs of t he l i f t i ng devi ce assembl i es, l i f t i ng devi ce component s, and of any cr acks and anomal i es f ound.

( 2) I nspect i on r esul t s i ncl udi ng descr i pt i ons of any cr acks and anomal i es and t hei r l ocat i ons.

( 3) St at ement i ndi cat i ng t hat t he subj ect l i f t i ng devi ce was l oad t est ed t o 125% and t he dat e of t he l oad t est .

- - End of Sect i on - -

Upper Bearing Brackets

Pin DIA is 7 inches

Rated load is: 80 Ton

Approximate weight is 7000lb

Location for Name Plate.