Amend 0006 21R0002.pdf

PDF 2 MB Posted

Attached to
McNary Station Services Units Upgrade Federal contract opportunity
Solicitation number
W912EF21R0002
Issued by
Department of the Army Corps of Engineers Engineering District Walla Walla

About this file

This is a notice for a construction contract solicitation for the McNary Station Services Units Upgrade project.

The project involves upgrading McNary Dam's station service units 1 and 2, which are 3.75 MVA Francis-type hydro-generating units built in 1950. Work includes disassembling and rehabilitating the turbine runners, replacing stator cores and windings, installing new brushless exciter systems and control/annunciation systems, replacing wicket gate bushings and stems, and reassembling and testing the units. Optional work includes refurbishing guide bearings and replacing surface air coolers and air shrouds.

The estimated value is between $5-10 million. The performance period is 1000 calendar days from notice to proceed. Proposals are due as outlined in the solicitation to post on Beta.Sam.gov around August 31, 2020. The solicitation process will be a best value tradeoff and the contract type will be fixed price. The NAICS code is 237990 with a $39.5 million average annual receipts size standard. A site visit is available approximately two weeks after solicitation posting. The notice provides points of contact for security clearance requests for foreign national attendees.

View the file

Other files for this federal contract opportunity

Other files attached to McNary Station Services Units Upgrade, newest first.
File Type Posted
Site Visit 2 Attendee List.pdf PDF
Amendment 0008 21R0002.pdf PDF
Techspec_amend0008.pdf PDF
Amendment 0007 21R0002.pdf PDF
Amend 0005 21R0002.pdf PDF
Amendment 0004 21R0002 MNA SS Unit.pdf PDF
Amend 0003 21R002 MNA SS Unit Rehab.pdf PDF
Site Visit Attendee List.pdf PDF
Amendment 0002 21R0002.pdf PDF
Amendment 0002 21R0002.pdf PDF
Amendment 0001 21R0002.pdf PDF
CDC and WA COVID 19 Active Screen Questionairre.pdf PDF
21R0002_Resource_Plans_Optimized.pdf PDF
21R0002_Plans.pdf PDF
21R0002_Resource_Plans1.pdf PDF
W912EF21R0002 MNA SS Units Upgrade.pdf PDF
21R0002_Resource_Plans2.pdf PDF
Show all 17

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

W68SBV02401565

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

1. CONTRACT ID CODE PAGE OF PAGES

J 1 57

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 19-Nov-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EF21R0002

X 9B. DATED (SEE ITEM 11)

22-Sep-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

CONSTRUCTION PROJECT: McNary Powerhouse Station Service Units 1 & 2 Turbine and Generator Rehabilitation

The purpose of this amendment is to incorproate the changes outlined below .

The required response date/time has changed from 01-Dec-2020 04:00 PM to 15-Dec-2020 04:00 PM.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

19-Nov-2020

CODE

USAED, WALLA WALLA - CONTRACTING DIV.

HILLARY A. MORGAN

201 N. THIRD AVENUE

WALLA WALLA WA 99362

W912EF 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EF21R0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

Summary of Changes McNary Powerhouse Station Service Units 1 & 2 Turbine and Generator Rehabilitation

Solicitation W912EF21R0002 Amendment 0006

Revised the proposal submission date

a. The required response date/time has changed from 01-Dec-2020 04:00 PM to 15-Dec-2020 04:00 PM.

Revised the following Bid Schedule: N/A

Revised the following Specifications:

a. SECTION 41 22 13.75 26, “BELOW-THE-HOOK LIFTING DEVICES”

i. Revised the following paragraphs

1) 1.4.1, “Design Factors for the Lifting Devices”

b. SECTION 48 13 13.04 26, “EXISTING TURBINE COMPONENT, REFURBISHMENT AND

REPLACEMENT”

i. Revised the following paragraphs

1) 3.20.3 (b), “Line Boring”

See revised specification for details

Attachments (photos) for 48 13 16.00 26:

• SpareStatorWinding_pics.pdf

Revised the following Drawings: N/A

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 01-Dec-2020 04:00 PM to 15-Dec-2020 04:00 PM.

(End of Summary of Changes)

McNar y Power house St at i on Ser vi ce Tur bi ne & Gener at or Rehab W912EF21R0002 Amend0006

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15. 00 28 LI ST OF DRAWI NGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00. 00 28 GENERAL REQUI REMENTS

01 11 00. 00 26 SUMMARY OF WORK

01 11 01. 00 28 SUPPLEMENTARY REQUI REMENTS

01 14 00. 10 28 PROJECT SI TE RESTRI CTI ONS

01 14 00. 90 28 I NTEGRATI NG ANTI TERRORI SM ( AT) AND OPERATI ONS SECURI TY

(OPSEC)

01 20 00. 00 20 PRI CE AND PAYMENT PROCEDURES

01 22 00. 00 28 MEASUREMENT AND PAYMENT

01 32 01. 00 28 PROJECT SCHEDULE

01 33 00 SUBMI TTAL PROCEDURES

01 35 29. 10 28 GOVERNMENTAL SAFETY REQUI REMENTS

01 42 00 SOURCES FOR REFERENCE PUBLI CATI ONS

01 45 01. 00 28 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE ( RMS CM)

01 45 04. 00 28 CONTRACTOR QUALI TY CONTROL

01 51 00. 00 28 TEMPORARY UTI LI TI ES

01 54 19. 10 28 USE OF GOVERNMENT CRANES

01 55 10. 00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 20. 00 28 ENVI RONMENTAL PROTECTI ON

01 78 00. 00 28 CLOSEOUT SUBMI TTALS

01 78 23. 00 28 OPERATI ON AND MAI NTENANCE DATA

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 83 33. 12 28 LEAD BASED PAI NT ( LBP) REMOVAL AND DI SPOSAL

DI VI SI ON 03 - CONCRETE

03 60 00. 01 26 CONCRETE DEMOLI TI ON, REPAI R OF CONCRETE SURFACES, AND

MI NOR EQUI PMENT FOUNDATI ONS

DI VI SI ON 05 - METALS

05 05 23. 20 26 WELDING

05 05 33. 20 26 NON- DESTRUCTI VE TESTI NG

05 50 03. 20 26 METALWORK FABRI CATI ON, MACHI NE WORK, AND MI SCELLANEOUS

PROVISIONS

05 50 14. 00 26 TURBI NE MAI NTENANCE PLATFORM

DI VI SI ON 09 - FI NI SHES

09 97 02. 00 26 PAI NTI NG: HYDRAULI C STRUCTURES

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 48 00. 00 26 SEI SMI C RESTRAI NT FOR MECHANI CAL AND ELECTRI CAL EQUI PMENT

DI VI SI ON 22 - PLUMBI NG

22 00 00. 00 26 MECHANI CAL EQUI PMENT AND PI PI NG

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

PROJECT TABLE OF CONTENTS Page 1

25 05 11. 00 28 CYBERSECURITY

DI VI SI ON 26 - ELECTRI CAL

26 05 00. 00 26 BASI C ELECTRI CAL MATERI ALS AND METHODS

26 05 19. 00 26 I NSULATED WI RE AND CABLE

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

41 22 13. 75 26 BELOW- THE- HOOK LI FTI NG DEVI CES

DI VI SI ON 42 - PROCESS HEATI NG, COOLI NG, AND DRYI NG EQUI PMENT

42 13 19. 00 26 SURFACE AI R COOLERS FOR GENERATORS

DI VI SI ON 48 - ELECTRI CAL POWER GENERATI ON

48 08 00. 00 28 COMMI SSI ONI NG OF ELECTRI CAL POWER GENERATI ON

48 13 13. 02 26 DI SASSEMBLY AND REASSEMBLY OF HYDRAULI C TURBI NE GENERATOR

UNIT

48 13 13. 04 26 EXI STI NG TURBI NE COMPONENT, REFURBI SHMENT AND REPLACEMENT

48 13 13. 06 26 GENERATOR THRUST BEARI NG I NSPECTI ON AND REFURBI SHMENT

48 13 13. 07 26 TURBI NE AND GENERATOR GUI DE BEARI NG REFURBI SHMENT

48 13 13. 11 26 MI SCELLANEOUS PARTS, MATERI ALS, AND SERVI CES

48 13 16. 00 26 REWI ND OF HYDRAULI C- TURBI NE DRI VEN GENERATORS

48 13 16. 24 26 GENERATOR BRAKE SYSTEM MECHANI CAL WORK

48 19 26. 00 26 ROTATI NG BRUSHLESS EXCI TERS

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

PROJECT TABLE OF CONTENTS Page 2

G4EDDRLM

Pencil

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 26

BELOW- THE- HOOK LI FTI NG DEVI CES

PART 1 GENERAL

1. 1 DESCRI PTI ON OF WORK

1. 2 REFERENCES

1. 3 SUBMI TTALS

1. 4 DESI GN CRI TERI A

1. 4. 1 Desi gn Fact or s f or t he Li f t i ng Devi ces

1. 4. 2 Bol t s

1. 4. 3 Wel ds

1. 4. 4 St r ess Concent r at i on Fact or s

1. 4. 5 Shop and Fi el d Connect i ons

1. 5 QUALI TY CONTROL

1. 5. 1 Regi st er ed Pr of essi onal Mechani cal Engi neer

1. 5. 2 Ver i f i cat i on of Di mensi ons

1. 5. 3 Desi gn Dat a Packages

1. 5. 4 Desi gn Dat a Package Cont ent s

1. 5. 5 Bi l l of Mat er i al s and Schedul e of Equi pment

1. 5. 6 Dr awi ngs

1. 5. 6. 1 Dr awi ngs- Gener al

1. 5. 6. 2 Dr awi ng I ndex

1. 5. 6. 3 Di mensi oned Desi gn and Assembl y Dr awi ngs

1. 5. 6. 4 Det ai l ed Shop Dr awi ngs

1. 5. 7 Pr oduct Dat a

1. 5. 8 Desi gn Cal cul at i ons

1. 6 FI NAL APPROVED VERSI ONS OF CONTRACTOR PREPARED DRAWI NGS AND FI NAL

CALCULATIONS

1. 6. 1 Fi nal Appr oved Ver si ons of Cont r act or - Pr epar ed Dr awi ngs

1. 6. 2 Fi nal Cal cul at i ons

PART 2 PRODUCTS

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

2. 1. 1 I dent i f i cat i on Pl at e f or Li f t i ng Devi ces

2. 1. 2 Saf et y Label f or Li f t i ng Devi ces

2. 1. 3 Wor ki ng Load Li mi t Mar ki ngs

2. 2 NEW LI FTI NG DEVI CES

2. 2. 1 Gener al

2. 2. 2 Gener at or Rot or and Shaf t Combi nat i on Li f t i ng Devi ce

2. 2. 3 Gener at or St at or Fr ame Li f t i ng Devi ces

2. 2. 4 Mi scel l aneous Li f t i ng Devi ces

2. 3 PI NS

2. 4 FASTENERS

2. 5 FI TS

PART 3 EXECUTI ON

3. 1 GENERAL

3. 1. 1 Fabr i cat i on

3. 1. 2 Wel di ng

3. 1. 3 I nspect i on

SECTI ON 41 22 13. 75 26

3. 1. 4 Pai nt i ng

3. 2 FI ELD MEASUREMENTS

3. 3 I N- SHOP TESTI NG

3. 3. 1 Load Test

3. 3. 2 Wei ghi ng of New Li f t i ng Devi ces

3. 3. 3 Shop Test Pr ocedur e

3. 3. 4 Shop Test Repor t

3. 4 LI FTI NG DEVI CE O&M MANUAL

3. 5 OWNERSHI P OF DEVI CES AND APPURTENANCES

3. 6 REMOVAL OF EXI STI NG LI FTI NG DEVI CES

3. 7 WARRANTY

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 41 22 13. 75 26

SECTI ON 41 22 13. 76 26

BELOW- THE- HOOK LI FTI NG DEVI CES

PART 1 GENERAL

1. 1 DESCRI PTI ON OF WORK

Thi s Sect i on cover s t he wor k t o desi gn, f abr i cat e, pai nt , i nst al l , and t est t he new gener at or r ot or and shaf t combi nat i on l i f t i ng devi ce, and t he st at or f r ame l i f t i ng devi ces f or st at i on ser vi ce uni t s 1 and 2.

Cal cul at i ons and dr awi ngs ar e t o be submi t t ed as st at ed i n par agr aph SUBMI TTALS bel ow. Cont r act or - submi t t ed desi gn, assembl y, and shop dr awi ngs ar e t o show al l det ai l s r equi r ed t o f abr i cat e and i nst al l mechani cal equipment.

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.

AMERI CAN I NSTI TUTE OF STEEL CONSTRUCTI ON ( AI SC)

AI SC 316 ( 1989) ASD Manual of St eel Const r uct i on

ASME I NTERNATI ONAL ( ASME)

ASME B4. 1 ( 1967; R 2009) Pr ef er r ed Li mi t s and Fi t s f or Cyl i ndr i cal Par t s

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

ASTM I NTERNATI ONAL ( ASTM)

ASTM A307 ( 2014; E 2017) St andar d Speci f i cat i on f or Car bon St eel Bol t s, St uds, and Thr eaded Rod 60 000 PSI Tensi l e St r engt h

ASTM A36/ A36M ( 2014) St andar d Speci f i cat i on f or Car bon St r uct ur al St eel

ASTM A563 ( 2015) St andar d Speci f i cat i on f or Car bon and Al l oy St eel Nut s

ASTM A572/ A572M ( 2018) St andar d Speci f i cat i on f or Hi gh- St r engt h Low- Al l oy Col umbi um- Vanadi um St r uct ur al St eel

ASTM A668/ A668M ( 2017) St andar d Speci f i cat i on f or St eel For gi ngs, Car bon and Al l oy, f or Gener al I ndust r i al Use

ASTM F3125/ F3125M ( 2015a) St andar d Speci f i cat i on f or Hi gh

St r engt h St r uct ur al Bol t s, St eel and Al l oy St eel , Heat Tr eat ed, 120 ksi ( 830 MPa) and 150 ksi ( 1040 MPa) Mi ni mum Tensi l e St r engt h, I nch and Met r i c Di mensi ons

ASTM F844 ( 2007a; R 2013) Washer s, St eel , Pl ai n ( Fl at ) , Unhar dened f or Gener al Use

AMERI CAN WELDI NG SOCI ETY ( AWS)

AWS D1. 1/ D1. 1M ( 2015; Er r at a 1 2015; Er r at a 2 2016) St r uct ur al Wel di ng Code - St eel

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

EM 385- 1- 1 ( 2014) Saf et y and Heal t h Requi r ement s Manual

1. 3 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Submi t t he f ol l owi ng submi t t al s wi t hi n t he t i mef r ame speci f i ed i n t he r espect i ve par agr aphs t hat def i ne t he r equi r ement s of each submi t t al . Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00, SUBMI TTAL PROCEDURES:

SD- 01 Pr econst r uct i on Submi t t al s

Wor ki ng Load Li mi t Mar ki ngs; G HDC

Shop Test Pr ocedur e; G HDC

SD- 02 Shop Dr awi ngs

I dent i f i cat i on Pl at e f or Li f t i ng Devi ces; G HDC

Saf et y Label f or Li f t i ng Devi ces; G HDC

Det ai l ed Shop Dr awi ngs; G HDC

Di mensi oned Desi gn and Assembl y Dr awi ngs; G HDC

SD- 03 Pr oduct Dat a

Mat er i al Cer t i f i cat i ons; G HDC

SD- 05 Desi gn Dat a

Desi gn Cal cul at i ons; G HDC

Desi gn Cal cul at i ons must be submi t t ed t oget her wi t h t he det ai l ed shop dr awi ngs, di mensi oned out l i ne dr awi ngs, and pr oduct dat a wi t hi n 180 days of cont r act awar d, and shal l be st amped by a r egi st er ed Pr of essi onal Engi neer ( PE) , speci f i cal l y a mechani cal

PE.

Gener at or Rot or And Shaf t Combi nat i on Li f t i ng Devi ce; G, HDC

Gener at or St at or Fr ame Li f t i ng Devi ces; G, HDC

SD- 06 Test Repor t s

Li f t i ng Devi ce Shop Test Repor t ; G HDC

SD- 07 Cer t i f i cat es

Regi st er ed Pr of essi onal Mechani cal Engi neer ; G HDC

SD- 11 Cl oseout Submi t t al s

Fi nal Appr oved Ver si ons of Cont r act or - Pr epar ed Dr awi ngs; G HDC

Fi nal Cal cul at i ons; G HDC

Li f t i ng Devi ce O&M Manual ; G HDC

1. 4 DESI GN CRI TERI A

1. 4. 1 Desi gn Fact or s f or t he Li f t i ng Devi ces

Desi gn each l i f t i ng devi ce t o meet or exceed al l r equi r ement s of ASME BTH- 1.

The l i f t i ng devi ces ar e al l consi der ed Desi gn Cat egor y B, Ser vi ce c l ass 0 l i f t er s, per ASME BTH- 1. The combi ned wei ght of t he gener at or r ot or and shaf t assembl y l i s t ed i n par agr aph 2. 2. 2 and t he wei ght of t he gener at or st at or l i s t ed i n par agr aph 2. 2. 3 ar e est i mat es and must be f i el d ver i f i ed by t he cont r act or . For t he pur pose of desi gni ng t he l i f t i ng devi ces, t he over l oad case shal l be def i ned as 200% of t he r at ed l oad of t he l i f t i ng device.

I n addi t i on t o t he r equi r ement s of ASME BTH- 1, desi gn t he l i f t i ng devi ces i n accor dance wi t h t he f ol l owi ng al l owabl e st r esses:

a. At Rat ed Load - 20 per cent ul t i mat e t ensi l e st r engt h of t he mat er i al ( s) i nvol ved.

b. At over l oad caseCr ane Maxi mum Mot or Tor que - 75 per cent of t he y i el d st r engt h of t he mat er i al ( s) i nvol ved.

I f t her e ar e conf l i c t s bet ween desi gn cr i t er i a, t he most conser vat i ve appr oaches gover n.

1. 4. 2 Bolts

Al l owabl e st r esses i n bol t s ar e l i mi t ed t o no mor e t han 75 per cent of AI SC 316 al l owabl e st r esses.

1. 4. 3 Welds

Desi gn of wel ded j oi nt s shal l be i n accor dance wi t h t he appl i cabl e pr ovi s i ons of AWS D1. 1/ D1. 1M, except t hat al l owabl e st r esses i n wel ds ar e l i mi t ed t o 75 per cent of AI SC 316 al l owabl e st r esses.

1. 4. 4 St r ess Concent r at i on Fact or s

Use st r ess concent r at i on f act or s wher e appl i cabl e, i ncl udi ng but not bei ng l i mi t ed t o changes i n shaf t sect i ons and keyways.

SECTI ON 41 22 13. 75 26

1. 4. 5 Shop and Fi el d Connect i ons

Shop connect i ons may be desi gned f or assembl y by means of wel di ng or by bol t i ng. Ri vet i ng and f i el d wel di ng ar e not accept abl e.

Desi gn f i el d connect i ons f or assembl y wi t h bol t s of t he t ype speci f i ed f or t he appl i cat i on. Bol t s used i n connect i ons must not be consi der ed as shar i ng t he l oad i n combi nat i on wi t h wel ds. Wel ds, i f used t o achi eve connect i on, shal l be pr ovi ded t o car r y t he ent i r e l oad i n t he connect i on.

However , connect i ons t hat ar e wel ded t o one member and bol t ed t o t he ot her member ar e per mi t t ed.

1. 5 QUALI TY CONTROL

1. 5. 1 Regi st er ed Pr of essi onal Mechani cal Engi neer

Al l dr awi ngs and cal cul at i ons shal l be pr epar ed or f ul l y r evi ewed and st amped by a Regi st er ed Pr of essi onal Mechani cal Engi neer ; submi t qual i f i cat i ons f or t he engi neer ( s) who wi l l be st ampi ng t hese submi t t al s.

1. 5. 2 Ver i f i cat i on of Di mensi ons

The Cont r act or shal l become f ami l i ar wi t h det ai l s of t he wor k, ver i f y di mensi ons i n t he f i el d, and advi se t he Cont r act i ng Of f i cer of any di scr epancy bef or e per f or mi ng any wor k. The Cont r act or shal l cor r ect t hei r desi gn and i nst al l at i on t o r emedy any di scr epanci es t o meet cont r act requirements.

1. 5. 3 Desi gn Dat a Packages

Or gani ze t he desi gn dat a f or each l i f t i ng devi ce i nt o di scr et e submi t t al packages. Do not pr ocur e mat er i al s and equi pment unt i l t he associ at ed desi gn dat a package i s appr oved. Gr oup t he desi gn dat a submi t t al s i nt o t he f ol l owi ng packages:

a. Gener at or Rot or and Shaf t Combi nat i on Li f t i ng Devi ce

b. Gener at or St at or Fr ame Li f t i ng Devi ces

For al l ot her l i f t i ng devi ces t hat ar e t o be pr ovi ded, but not expl i c i t l y l i s t ed her e, cr eat e a new submi t t al s i mi l ar i n or gani zat i on and cont ent t o t he ones l i s t ed her e.

1. 5. 4 Desi gn Dat a Package Cont ent s

For each desi gn dat a package, i nc l ude t he f ol l owi ng el ement s, at a mi ni mum:

a. Br i ef summar y of t he cont ent s of t he package

b. Bi l l of Mat er i al s/ Schedul e of Equi pment

c. Dr awi ngs, wi t h a dr awi ng i ndex

d. Pr oduct Dat a

e. Desi gn Cal cul at i ons

1. 5. 5 Bi l l of Mat er i al s and Schedul e of Equi pment

I ncl ude bi l l of mat er i al s or par t s l i s t s on t he dr awi ngs, consi st i ng of t ot al quant i t y, manuf act ur er , par t number , mat er i al t ype, s i ze, and wei ght of i t em or equi pment ; or bi l l of mat er i al s dr awi ngs t hat ar e par t of t he dr awi ng set , havi ng a t i t l e bl ock, bor der , and sheet number compat i bl e wi t h t he dr awi ng set . For t he bi l l of mat er i al s, pr ovi de a cr oss r ef er ence bet ween manuf act ur er dat a and shop dr awi ngs.

1. 5. 6 Drawings

1. 5. 6. 1 Dr awi ngs- Gener al

The f ol l owi ng gener al r equi r ement s appl y t o al l dr awi ngs submi t t ed:

a. Dr awi ngs wi l l not be appr oved wi t hout t he r el evant cal cul at i ons. To obt ai n appr oval , submi t dr awi ngs and cal cul at i ons t oget her , al ong wi t h any r el evant pr oduct dat a i f appl i cabl e.

b. Pr ovi de dr awi ngs t hat ar e easi l y r eadabl e i n hal f - s i ze f or mat .

c. Not e on t he dr awi ng r ef er ence dr awi ngs used i n t he devel opment of t he Cont r act or - pr epar ed dr awi ngs by l i s t i ng t he FI O sheet number , f i l e number , t he manuf act ur er ' s dr awi ng number , and r ef er ence dr awi ng t i t l e. The use of r ef er ence dr awi ngs i n l i eu of pr ovi di ng new dr awi ngs wi l l not be accept abl e; ever y det ai l of t he new l i f t i ng devi ces must be i ncl uded i n t he new dr awi ngs, such t hat t he exi st i ng dr awi ng may be ent i r el y di scar ded, and a new l i f t i ng devi ce coul d be f abr i cat ed agai n f r om t he new dr awi ngs.

d. I ndi cat e t he wei ght of i t ems/ assembl i es on t he dr awi ngs.

1. 5. 6. 2 Dr awi ng I ndex

I ncl ude t he I ndex as par t of t he accompanyi ng dr awi ng set , havi ng a t i t l e bl ock, bor der , and sheet number compat i bl e wi t h t he dr awi ng set . The i ndex must i ncl ude, at a mi ni mum, col umns f or dr awi ng sheet number and t i t l e.

1. 5. 6. 3 Di mensi oned Desi gn and Assembl y Dr awi ngs

Submit di mensi oned desi gn and assembl y dr awi ngs f or a compl et e l i f t i ng devi ce desi gn. Show assembl y v i ews and al l det ai l s r equi r ed f or a compl et e l i f t i ng devi ce, i ncl udi ng but not bei ng l i mi t ed t o l ayout and i nst al l at i on of al l movi ng par t s. I ncl ude on dr awi ngs det ai l ed l ocat i ons of al l wel ded br acket s and al l dr i l l i ng r equi r ed i n st r uct ur al member s such as c- channel s. I ncl ude t he cal cul at ed val ues or r ange t hat f ast ener s must be t or qued t o dur i ng assembl y of t he devi ce t o t he equi pment t o be l i f t ed.

Submi t dr awi ngs i n accor dance wi t h Sect i on 01 33 00, SUBMI TTAL PROCEDURES.

1. 5. 6. 4 Det ai l ed Shop Dr awi ngs

Submit det ai l ed shop dr awi ngs f or appr oval pr i or t o f abr i cat i on of al l l i f t i ng devi ce component s. Submi t det ai l ed dr awi ngs wi t h ar r angement and bi l l of mat er i al s/ par t s l i s t s. Det ai l dr awi ngs f or met al wor k and machi ne wor k shal l i ncl ude cat al og cut s, t empl at es, f abr i cat i on and assembl y det ai l s and t ype, gr ade and cl ass of mat er i al , as appr opr i at e. Addi t i onal l y i ncl ude a r ef er ence t o t he wel di ng pr ocedur e speci f i cat i on ( WPS) t hat each wel d wi l l be made wi t h and appl i cabl e NDE.

1. 5. 7 Pr oduct Dat a

Accept ance of pr oduct dat a al one does not gi ve appr oval f or pr ocur ement of associ at ed mat er i al s and equi pment . Appr oval of i t ems f or whi ch pr oduct dat a i s submi t t ed occur s as a r esul t of appr ovi ng ( 1) pr oduct dat a, ( 2) cal cul at i ons, and ( 3) dr awi ngs t hat l i s t t hese i t ems on t he dr awi ng mat er i al l i s t s.

Submi t compl et e descr i pt i ve l i t er at ur e wi t h dr awi ngs and speci f i cat i ons of each pr oduct or syst em of pr oduct s pr ovi ded f or a compl et e l i f t i ng devi ce assembl y. Pr oduct dat a l i t er at ur e shal l i ncl ude l egi bl e manuf act ur er ' s cut sheet s and dat a sheet s t o c l ear l y i ndi cat e physi cal const r uct i on, oper at i on, mechani cal and st r uct ur al char act er i st i cs and associ at ed har dwar e, as appl i cabl e. For sheet s wi t h ext r aneous dat a, c l ear l y i ndi cat e whi ch dat a appl i es by cr ossi ng out non- appl i cabl e model s, c i r c l i ng t he cor r ect opt i ons, et c. I ncl ude manuf act ur er ' s cat al og number s and desi gnat i ons, and cl ear l y cr oss- r ef er ence wi t h shop dr awi ngs as appr opr i at e. For pr oduct dat a submi t t ed f or appr oval , c l ear l y show conf or mance wi t h t hese speci f i cat i ons, i ncl udi ng, but not l i mi t ed t o pr oduct manuf act ur er s ' decl ar at i ons of conf or mance t o appl i cabl e t echni cal st andar ds. Pr oduct dat a wi l l be used f or suppor t i ng appr oval of component s shown or l i s t ed on t he dr awi ngs.

1. 5. 8 Desi gn Cal cul at i ons

Submi t expl i c i t , s t ep- by- st ep desi gn cal cul at i ons showi ng t hat t he new l i f t i ng devi ce meet s al l speci f i ed r equi r ement s, and det er mi ni ng t he wor ki ng l oad l i mi t per PARAGRAPH: Wor ki ng Load Li mi t Mar ki ngs.

Al l submi t t ed cal cul at i ons must conf or m t o t he f ol l owi ng r equi r ement s:

a. Wr i t e cal cul at i ons i n a l ogi cal or der wi t h a f ul l nar r at i ve description.

b. St at e al l assumpt i ons t hat ar e made.

c. Cl ear l y def i ne al l equat i ons, const ant s and var i abl es, wi t h sour ces cited.

d. Not e al l speci f i ed or assumed ef f i c i enci es and f act or s of saf et y.

e. I ncl ude f r ee body di agr ams, or sket ches of each l oad case.

When FEA dat a i s submi t t ed, i t shal l be submi t t ed i n addi t i on t o, not i nst ead of , t he above cal cul at i ons. FEA shal l be pr esent ed i n r epor t f or mat . FEA r epor t shal l i ncl ude cl ear i ndi cat i on of al l l oad scenar i os, v i sual and nar r at i ve descr i pt i on of l oad l ocat i on and appl i cat i on, boundar y condi t i ons / f i x t ur es, gl obal mesh at t r i but es, det ai l ed mesh at t r i but es wher e mesh r ef i nement i s r equi r ed, r easoni ng f or mesh r ef i nement , ver i f i cat i on t hat act ual mat er i al i s consi st ent wi t h mat er i al used i n t he model , nar r at i ve expl anat i on of any peak st r esses not ed, and nar r at i ve expl anat i on of any peak def l ect i ons not ed. Submi t el ect r oni c f i l es of t he model , pr epr ocessi ng and post - pr ocessi ng f i l es f or any FEA per f or med.

1. 6 FI NAL APPROVED VERSI ONS OF CONTRACTOR PREPARED DRAWI NGS AND FI NAL

CALCULATIONS

1. 6. 1 Fi nal Appr oved Ver si ons of Cont r act or - Pr epar ed Dr awi ngs

Submi t Fi nal Appr oved Ver si ons of Cont r act or - Pr epar ed Dr awi ngs, meani ng al l dr awi ngs submi t t ed per t hi s speci f i cat i on sect i on, f or t he l i f t i ng devi ces i n accor dance wi t h Sect i on 01 78 00. 00 28, CLOSEOUT SUBMI TTALS. Updat e Cont r act or - pr epar ed dr awi ngs i f t her e ar e any out st andi ng comment s.

I mmedi at el y r ecor d changes t o appr oved Cont r act or - pr epar ed dr awi ngs made dur i ng f abr i cat i on and i nst al l at i on f or i ncl usi on i nt o f i nal ver si ons of Cont r act or - pr epar ed dr awi ngs. I nser t a set of 11- by 17- i nch f i nal appr oved ver si ons of Cont r act or - pr epar ed dr awi ngs i nt o t he Oper at i on and Mai nt enance Manual s.

1. 6. 2 Fi nal Cal cul at i ons

Submi t f or appr oval t he Fi nal Cal cul at i ons f or t he l i f t i ng devi ces pr i or t o st ar t of i n- shop l oad t est i ng. Assembl e al l desi gn cal cul at i ons wi t h a t abl e of cont ent s and submi t f or r evi ew t o ver i f y t hat al l cal cul at i ons have been assembl ed and t o ver i f y t hat t hey have i ncor por at ed al l out st andi ng comment s and changes t o t he desi gn. I nser t a set of 11- by 17- i nch f i nal appr oved ver si ons of Cont r act or - pr epar ed dr awi ngs i nt o t he Oper at i on and Mai nt enance Manual s.

PART 2 PRODUCTS

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

2. 1. 1 I dent i f i cat i on Pl at e f or Li f t i ng Devi ces

For each l i f t i ng devi ce, pr ovi de an i dent i f i cat i on pl at e i n conf or mance with ASME B30. 20, par agr aph 20- 1. 2. 1 " Mar ki ng" , subpar agr aph ( b) " I dent i f i cat i on" . I ncl ude t he f ol l owi ng addi t i onal i nf or mat i on on t he nameplate

a. Year of f abr i cat i on.

b. St at ement t hat l i f t i ng devi ce was l oad t est ed at 125% of r at ed l oad ( i ndi cat e t est wei ght i n t ons) .

c. Beam Usage

d. Cont r act Number

Make t he pl at e f r om cor r osi on- r esi st ant met al . Pl at es made f r om, or t hat use, v i nyl l ogos or l et t er i ng ar e not al l owed. I nst al l t he pl at e wi t h cor r osi on- r esi st i ng st eel f ast ener s.

Submi t f or appr oval a namepl at e dr awi ng 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, and l ocat i on on t he l i f t i ng devi ce; 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 .

2. 1. 2 Saf et y Label f or Li f t i ng Devi ces

For each l i f t i ng devi ce, pr ovi de a saf et y l abel i n conf or mance wi t h ASME B30. 20 par agr aph 20- 1. 2. 1 " Mar ki ng" , subpar agr aph ( d) " Pr oduct Saf et y Labels"

Make t he pl at e f r om cor r osi on- r esi st ant met al . Pl at es made f r om, or t hat use, v i nyl l ogos or l et t er i ng ar e not al l owed. I nst al l t he pl at e wi t h cor r osi on- r esi st i ng st eel f ast ener s.

Submi t f or appr oval a saf et y l abel dr awi ng i ncl udi ng but not l i mi t ed t o t he pr oposed l abel , i t s s i ze, wor di ng, char act er s i zes, and l ocat i on on t he l i f t i ng devi ce; Label 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 .

2. 1. 3 Wor ki ng Load Li mi t Mar ki ngs

Mar k bot h s i des of each l i f t i ng devi ce wi t h i t s wor ki ng l oad l i mi t , t o t he near est t ent h of a t on, i n accor dance wi t h t he r equi r ement s of ASME B30. 20.

Char act er s must be easi l y l egi bl e when l i f t i ng devi ce i s at i t s hi ghest el evat i on on t he cr ane. Mar ki ngs or pl at es made f r om, or t hat use v i nyl l ogos or l et t er i ng ar e not al l owed.

Submi t t he wor ki ng l oad l i mi t mar ki ngs f or appr oval , i ncl udi ng but not l i mi t ed t o document at i on of t he t he measur ed wei ght of t he new devi ce, and t he s i ze and pr oposed l ocat i ons of t he st enci l i ng.

2. 2 NEW LI FTI NG DEVI CES

2. 2. 1 General

Make l i f t i ng devi ces out of car bon st eel meet i ng t he r equi r ement s of ASTM A36/ A36M or ASTM A572/ A572M.

2. 2. 2 Gener at or Rot or and Shaf t Combi nat i on Li f t i ng Devi ce

Pr ovi de one new Gener at or Rot or and Shaf t Combi nat i on Li f t i ng Devi ce. The Gener at or Rot or and Shaf t l i f t i ng devi ce i s used t o handl e t he compl et e gener at or r ot or and gener at or shaf t assembl y, whi ch has a combi ned wei ght est i mat ed t o be 36, 000 pounds. The devi ce must be desi gned t o r emove t he ent i r e assembl y i n t he ver t i cal or i ent at i on and r ot at e t he assembl y t o t he hor i zont al or i ent at i on. The l i f t i ng di agr am i s shown on Ref er ence Dr awi ng R- 037A135 . The devi ce connect s t o t he shaf t t hr ough t hr eaded hol es on t he shaf t whi ch ar e det ai l ed on Ref er ence Dr awi ng R- 030.

2. 2. 3 Gener at or St at or Fr ame Li f t i ng Devi ces

Pr ovi de a new gener at or st at or f r ame l i f t i ng devi ces f or each uni t . The cur r ent gener at or f r ame l i f t i ng devi ces consi st of f our hooks on t he st at or f r ame used t o handl e t he gener at or st at or , whi ch has a combi ned wei ght est i mat ed t o be 33, 000 pounds. Exi st i ng l i f t i ng hook det ai l s ar e shown on Ref er ence Dr awi ng R- 033.

2. 2. 4 Mi scel l aneous Li f t i ng Devi ces

Pr ovi de new l i f t i ng devi ces f or any ot her equi pment t hat r equi r es a cust om f abr i cat ed devi ce ( i . e. not commer ci al l y pr oduced r i ggi ng) t o r emove or install.

2. 3 PINS

Pr ovi de new pi ns t o connect t he l i f t i ng devi ces t o t he cr ane hook. Make Pi ns f r om f or ged st eel t hat meet s t he r equi r ement s of ASTM A668/ A668M.

Desi gn pi ns such t hat bear i ng pr essur es f or t he pi n do not exceed 9000 psi . Pr ovi de means i n t he pi n t o accept a cot t er pi n t o secur e t he pi n when i t i s i nst al l ed. Pr ovi de a mi ni mum of 2 cot t er pi ns per pi n pr ovi ded.

2. 4 FASTENERS

Pr ovi de new f ast ener s t o at t ach t he l i f t i ng devi ces t o t he l oads. Pr ovi de hex bol t s t hat meet ASTM A307 or ASTM F3125/ F3125M. Pr ovi de hex nut s t hat meet t her e r equi r ement s of ASTM A563. Pr ovi de pl ai n washer s t hat meet t he r equi r ement s of ASTM F844.

2. 5 FITS

The f i t bet ween a movabl e sur f ace and a cont act i ng shaf t or pi n shal l be ASME B4. 1, Cl ass LC- 11, t o r educe t he t endency t o bi nd. The f i t bet ween a non- movabl e sur f ace and t he cont act i ng shaf t or pi n shal l be ASME B4. 1, Cl ass LC- 3.

PART 3 EXECUTI ON

3. 1 GENERAL

3. 1. 1 Fabrication

Fabr i cat e al l l i f t i ng devi ces i n t he shop. Fabr i cat e t he l i f t i ng devi ces usi ng mat er i al s speci f i ed i n t hi s SECTI ON and i n accor dance wi t h t he r equi r ement s of SECTI ON 05 50 03. 20 26 METALWORK FABRI CATI ON, MACHI NE WORK, AND MI SCELLANEOUS PROVI SI ONS.

Submit mat er i al cer t i f i cat i ons ( mat er i al t est i ng r epor t s) f or al l mat er i al s used i n t he f abr i cat i on of t he l i f t i ng devi ces.

3. 1. 2 Welding

Per f or m al l wel di ng i n accor dance wi t h SECTI ON 05 05 23. 20 26 WELDI NG

3. 1. 3 Inspection

Per f or m al l wel d i nspect i on and submi t i nspect i on r epor t s i n accor dance wi t h SECTI ON 05 05 23. 20 26 WELDI NG.

3. 1. 4 Painting

a. Pai nt t he l i f t i ng devi ces i n accor dance wi t h SECTI ON 09 97 02. 00 26

PAI NTI NG: HYDRAULI C STRUCTURES.

b. Pai nt t he l i f t i ng devi ces i n t he shop, pr i or t o shi ppi ng.

c. Do not appl y pai nt t o wel dment s pr i or t o a f i nal Qual i t y Assur ance inspection.

d. Do not appl y pai nt t o t he l i f t i ng devi ces unt i l l oad t est i ng has been successf ul l y compl et ed.

e. Do not appl y pai nt t o t he l i f t i ng devi ces unt i l al l wel d i nspect i on r epor t s have been r evi ewed by t he Gover nment and assi gned an " A" , " B" or " C" code.

3. 2 FI ELD MEASUREMENTS

Pr i or t o commenci ng desi gn wor k, become f ami l i ar wi t h t he exi st i ng di mensi ons f or equi pment t hat t he l i f t i ng devi ces have t o i nt er f ace wi t h, i ncl udi ng cr ane hook di mensi ons.

3. 3 I N- SHOP TESTI NG

3. 3. 1 Load Test

Per f or m a l oad t est of each l i f t i ng devi ce i n t he shop t hat meet s t he f ol l owi ng r equi r ement s:

a. Load t est pr ocedur es must meet ASME B30. 20 and EM 385- 1- 1 requirements.

b. Use a t est l oad equal t o 125% of t he r at ed capaci t y of t he devi ce bei ng t est ed.

c. Fi xt ur e and/ or appl y t he t est l oad t o t he devi ce i n a manner t hat l oads t he devi ce t he same way pi cki ng t he act ual l oad wi l l ( i . e t he t est l oad does not i nduce bendi ng or ot her st r esses t hat nor mal l y woul d not be pr esent ) .

d. Per f or m t he l oad t est i ng under t he di r ect i on of a qual i f i ed per son.

e. Not i f y t he Gover nment a mi ni mum of 14 cal endar days i n advance, t he dat es of t he I n- Shop Load Test . Pr ovi de t he Gover nment 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. 3. 2 Wei ghi ng of New Li f t i ng Devi ces

Wei gh each l i f t i ng devi ce usi ng cal i br at ed equi pment af t er f i nal pai nt acceptance.

3. 3. 3 Shop Test Pr ocedur e

Submi t a Shop Test Pr ocedur e t hat cover s al l shop t est i ng and i ncl udes t he f ol l owi ng el ement s, at a mi ni mum:

a. Locat i on and pl anned dat e of t est .

b. St ep- by- st ep pr ocedur e of each t est t o be per f or med

c. Sket ches of t he set up and f i x t ur i ng of each l i f t i ng devi ce and how t he l oad wi l l be appl i ed.

d. Pr ocedur es f or post - l oad- t est v i sual i nspect i ons and measur ement s f or def or mat i on, cr acks, or ot her def ect s.

e. Up- t o- dat e cal i br at i on cer t i f i cat es f or al l equi pment and i nst r ument s t hat wi l l be used f or t he l oad t est i ng.

The pr ocedur e must be appr oved bef or e per f or mi ng t he t est s.

3. 3. 4 Shop Test Repor t

At t he compl et i on of t est i ng, submi t a Li f t i ng Devi ce Shop Test Repor t . I n t he r epor t , i ncl ude at a mi ni mum:

a. Dat e t est occur r ed.

b. I dent i f i cat i on of whi ch devi ce ( s) wer e t est ed

c. Cer t i f i cat i on of t he exact t est l oad ( i n t ons) appl i ed t o t he device(s)

d. Cer t i f i cat i on of a successf ul l oad t est .

e. Ver i f i cat i on of t he measur ed wei ght of each devi ce.

f . Resul t s of post - l oad- t est i nspect i ons. I f any def ect s ar e f ound cl ear l y i dent i f y t hem and t he measur es t hat wi l l be t aken or wer e t aken t o cor r ect t he i ssues.

g. Phot ogr aphs of t he devi ce( s) wi t h t he t est l oad appl i ed and cl ose- up phot ogr aphs of t he l oad pat h el ement s af t er t he t est .

3. 4 LI FTI NG DEVI CE O&M MANUAL

Submi t a compr ehensi ve Li f t i ng Devi ce Oper at i ons and Mai nt enance ( O&M) Manual t hat cover s al l l i f t i ng devi ces pr ovi ded under t hi s SECTI ON. The Li f t i ng Devi ce Oper at i ons and Mai nt enance Manual must be separ at e f r om t he vol umes wi t hi n t he O&M manual wi t h an ext r a copy sent t o t he GM. The O&M manual must meet t he r equi r ement s of SECTI ON 01 78 23. 00 28 OPERATI ON AND MAI NTENANCE ( O&M) DATA and cont ai n t he f ol l owi ng component s, at a mi ni mum:

a. Gener al descr i pt i on of each l i f t i ng devi ce and t he devi ce' s pur pose

b. Copi es of t he appr oved ver si on of t he Fi nal Cal cul at i ons

c. Copi es of t he appr oved ver si on of t he Fi nal Cont r act or - Pr epar ed Dr awi ngs i n 11 i nch x 17 i nch page si ze.

d. Mat er i al cer t i f i cat i ons f or al l mat er i al s used i n t he f abr i cat i on of t he l i f t i ng devi ces

e. Al l wel d and ot her i nspect i on r epor t s f . Al l l oad t est r esul t s and r epor t s

3. 5 OWNERSHI P OF DEVI CES AND APPURTENANCES

At t he compl et i on of t he Cont r act , t ur n al l l i f t i ng devi ces pr ovi ded under t hi s SECTI ON, i ncl udi ng f ast ener s and ot her appur t enances, over t o t he Gover nment . I nc l ude an i nvent or y l i s t when t ur ni ng over t he devi ces t o t he Gover nment . The l i s t must i ncl ude t he name, s i ze, and quant i t y of each i t em bei ng t ur ned over t o t he Gover nment .

Li f t i ng devi ces must be t ur ned over t o t he Gover nment i n undamaged condi t i on wi t h pai nt r epai r ed and al l r equi r ed namepl at es and t ags at t ached and i nt act . The Cont r act or i s r esponsi bl e f or r epl aci ng any damaged equi pment at no addi t i onal cost t o t he Gover nment .

3. 6 REMOVAL OF EXI STI NG LI FTI NG DEVI CES

Af t er t he successf ul concl usi on of onsi t e oper at i onal t est i ng and aut hor i zat i on f r om t he CO, r emove and pr oper l y di spose of t he exi st i ng l i f t i ng devi ces, whi ch i s coat ed wi t h l ead- based pai nt . Ref er t o SECTI ON

02 83 33. 12 28 LEAD BASED PAI NT ( LBP) REMOVAL AND DI SPOSAL.

3. 7 WARRANTY

The l i f t i ng devi ces must be war r ant ed f or a per i od of one year , or t he cont r act ed per i od of any ext ended war r ant y agr eed upon by t he Cont r act or and t he Gover nment , af t er successf ul compl et i on of al l t est i ng. Any component f ai l i ng t o per f or m i t s f unct i on as speci f i ed and document ed shal l be r epai r ed or r epl aced by t he Cont r act or at no addi t i onal cost t o t he Gover nment . I t ems r epai r ed or r epl aced shal l be war r ant ed f or an addi t i onal per i od of at l east one year f r om t he dat e t hat t he syst em becomes f unct i onal agai n. The war r ant y per i od shal l s t ar t af t er of f i c i al t ur nover of t he l i f t i ng beam t o t he Gover nment f or benef i c i al use. Thi s t ur nover shal l not occur unt i l af t er successf ul onsi t e t est i ng, appr oved f i nal cal cul at i ons and dr awi ngs, O&M manual et c.

- - End of Sect i on - -

SECTI ON TABLE OF CONTENTS

DI VI SI ON 48 - ELECTRI CAL POWER GENERATI ON

SECTI ON 48 13 13. 04 26

EXI STI NG TURBI NE COMPONENT, REFURBI SHMENT AND REPLACEMENT

PART 1 GENERAL

1. 1 Scope

1. 2 GENERAL REQUI REMENTS

1. 3 REFERENCES

1. 4 SUBMI TTALS

PART 2 PRODUCTS

2. 1 SELF- LUBRI CATI NG BEARI NG MATERI AL

2. 1. 1 Al l owabl e Mat er i al s

2. 2 MATI NG MATERI AL FOR SELF- LUBRI CATI NG BEARI NGS

2. 2. 1 Gener al

2. 2. 2 Requi r ement s f or Pi ns

2. 2. 3 Requi r ement s f or St ai nl ess Pl at e

2. 2. 4 Requi r ement s f or Wel d Over l ay

2. 2. 5 St ai nl ess St eel Sl eeves

2. 3 BRONZE BUSHI NGS

2. 4 WI CKET GATE MATERI AL

2. 4. 1 Gener al

2. 4. 2 Gat e St ems

2. 4. 3 I nspect i on

2. 4. 4 Repai r

2. 5 HYDRAULI C PACKI NG

2. 6 WEARI NG RI NGS MATERI AL

2. 7 SHAFT SLEEVE MATERI AL

PART 3 EXECUTI ON

3. 1 DRAWI NGS, DESI GN DATA, CALCULATI ONS

3. 2 MEASUREMENTS

3. 3 CLEANI NG, AS- FOUND I NSPECTI ONS, RECOMMENDATI ONS AND REPAI R

3. 3. 1 Gener al Requi r ement s

3. 3. 2 Cl eani ng

3. 3. 3 As- Found I nspect i ons

3. 3. 4 As- Found I nspect i on Repor t s and Recommendat i ons

3. 3. 5 Repai r

3. 4 FI NI SHED COMPONENT I NSPECTI ON REPORTS

3. 4. 1 Gener al

3. 4. 2 Fi ni shed Component I nspect i on Repor t s

3. 5 TRANSPORTATI ON

3. 6 FI NAL I NSPECTI ONS

3. 7 ACCESSORI ES

3. 7. 1 Fast ener s

3. 7. 2 Pi pi ng

3. 7. 3 El ect r i cal

3. 7. 4 Pai nt i ng

3. 7. 5 Packi ng, O- Ri ng, Gasket s

3. 7. 6 Expendabl es, Consumabl es, Mi scel l aneous Par t s

3. 7. 7 Locki ng Mechani sms

SECTI ON 48 13 13. 04 26

3. 7. 8 Dowel Pi ns

3. 7. 9 Tapped Hol es

3. 8 SURFACE CLEANUP

3. 9 REPAI R OR REFURBI SHMENT USI NG THERMAL PROCESSES

3. 10 GATE SHAFT AND BASE REFURBI SHMENT

3. 10. 1 Gener al

3. 10. 2 Gat e Shaf t Suppor t Ref ur bi shment

3. 11 WI CKET GATE REPLACEMENT

3. 11. 1 Gener al

3. 11. 2 Requi r ement s f or Hydr aul i c Sur f aces

3. 11. 3 Requi r ement s f or Gat e St ems

3. 11. 4 Gat e End Faces

3. 11. 5 Ver t i cal Cont act i ng Sur f aces

3. 11. 6 New Wi cket Gat e Dr awi ngs

3. 11. 7 Pr e- Di sassembl y and Post - Reassembl y Measur ement s

3. 12 GREASE LI NES, HOLES AND EQUI PMENT

3. 13 FURNI SH STATI ONARY AND ROTATI NG WEARI NG RI NGS

3. 13. 1 Gener al Requi r ement s

3. 13. 2 Det ai l ed Requi r ement s

3. 14 HEAD COVER

3. 14. 1 Gener al

3. 14. 2 I nspect i on

3. 14. 3 Gat e St em Packi ng Box and Gl ands

3. 14. 4 Upper and Lower Thr ust Bear i ng Washer s.

3. 14. 5 I nst al l at i on of Wi cket Gat e St em Bushi ngs

3. 14. 6 Repl acement of Head Cover Faci ng Pl at es

3. 14. 7 Machi ni ng of t he Head Cover Mount i ng Fl anges and Sur f aces

3. 14. 8 I nst al l at i on of St at i onar y Wear i ng Ri ng

3. 15 BOTTOM RI NG

3. 15. 1 Gener al

3. 15. 2 Machi ni ng of Bot t om Ri ng

3. 15. 3 I nst al l at i on of St at i onar y Seal i ng ( Wear i ng) Ri ngs

3. 15. 4 I nst al l at i on of Lower Wi cket Gat e St em Bushi ngs

3. 15. 5 Ref ur bi shment of Bot t om Ri ng Faci ng Pl at e

3. 15. 6 Machi ni ng of t he Bot t om Ri ng Mount i ng Fl ange

3. 16 STAY RI NG

3. 16. 1 I nspect i on

3. 16. 2 Machi ni ng of St ay Ri ng Mount i ng Fl anges

3. 17 AI R VALVES

3. 17. 1 I nspect i on

3. 17. 2 Ref ur bi shment

3. 18 FURNI SHI NG OF BUSHI NGS/ BEARI NG PLATE

3. 18. 1 Gener al

3. 18. 2 Mat er i al Speci f i cat i ons

3. 18. 3 Dr awi ngs and Manuf act ur er ' s Dat a

3. 18. 4 Bor e Si ze

3. 18. 5 Bushi ng Cl ear ances

3. 18. 6 Bushi ng I nst al l at i on Fi t s

3. 18. 7 Si mi l ar Bear i ngs i n a Set

3. 18. 8 Gat e Bushi ng Seal s

3. 18. 9 Speci al Requi r ement s f or Bear i ng Pl at e

3. 18. 10 Speci al Requi r ement f or St ai nl ess St eel Mat i ng Sur f aces

3. 19 WI CKET GATE OPERATI NG MECHANI SM REFURBI SHMENT

3. 19. 1 Gener al

3. 19. 2 I nspect i on

3. 19. 3 Gener al Requi r ement s

3. 19. 4 Gat e Shaf t , Rocker Ar ms, Connect i ng Rods, and Pi ns

3. 19. 5 Li nk Pi ns

3. 19. 6 Gat e Li nkages

3. 19. 7 Wi cket Gat e Shear Pi ns

3. 19. 8 New Eccent r i c Pi n Desi gn

3. 19. 8. 1 Gener al

3. 19. 9 Mi scel l aneous Component s

3. 20 I NSTALLATI ON OF WI CKET GATE STEM BUSHI NGS

3. 20. 1 Gener al

3. 20. 2 Pr e- Bor i ng I nspect i on and Measur ement

3. 20. 3 Li ne Bor i ng

3. 20. 4 I nst al l at i on

3. 21 OPERATI NG RI NG

3. 21. 1 I nspect i ons

3. 21. 2 Oper at i ng Ri ng Ref ur bi shment

3. 22 TURBI NE SHAFTS

3. 22. 1 Nondest r uct i ve Test i ng

3. 22. 2 Cl eani ng

3. 22. 3 Jour nal Measur ement s

3. 22. 4 Al i gnment Checks

3. 22. 5 Shaf t Sl eeve

3. 22. 6 Spar e Shaf t Sl eeve

3. 22. 7 New Shaf t Key and Runner Keyway

3. 23 MAI N SHAFT PACKI NG BOX REFURBI SHMENT

3. 24 REPLACEMENT AI R LI NE

3. 25 RUNNER REFURBI SHMENT

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 48 13 13. 04 26

SECTI ON 48 13 13. 04 26

EXI STI NG TURBI NE COMPONENT, REFURBI SHMENT AND REPLACEMENT

PART 1 GENERAL

1. 1 Scope

The Cont r act or shal l desi gn, manuf act ur e, pr ocur e, r ef ur bi sh and r epl ace component s associ at ed wi t h t he exi st i ng t ur bi nes as speci f i ed her ei n or as di r ect ed i n wr i t i ng. The f ol l owi ng ar t i c l es and par agr aphs, pr escr i be t he mi ni mum r equi r ement s.

1. 2 GENERAL REQUI REMENTS

a. The gener at i ng uni t assembl y and di sassembl y r equi r ement s ar e cont ai ned i n SECTI ON 48 13 13. 02 26. Component s r ef ur bi shed, modi f i ed and/ or r epl aced accor di ng t o t hi s Sect i on shal l i nt er f ace wi t h t he exi st i ng unal t er ed component s ( st r uct ur al , mechani cal , and el ect r i cal ) t o pr oduce a sat i sf act or y oper at i ng gener at i ng uni t .

b. I n t he event t hat Cont r act or pr oposed modi f i cat i ons i mpact ot her syst ems or component s, t he Cont r act or shal l modi f y or r epl ace sai d syst ems or component s i n such a manner as t o mai nt ai n t he f unct i on or f unct i onal i t y whi ch exi st ed pr i or t o commenci ng t he r ef ur bi shment .

c. The speci f i cat i on Sect i on par agr aphs; except f or t hose whi ch speci f y r equi r ement s f or spar e par t s, speci al t ool s/ equi pment , l i f t i ng/ handl i ng devi ces and manual s; pr escr i be t he mi ni mum r equi r ement s f or one t ur bi ne.

d. Al l i t ems, whi ch ar e r epl aced or no l onger used as a r esul t of t hi s r ef ur bi shment or r epl acement s, shal l be di sposed of by t he Cont r act or i n accor dance wi t h SECTI ON 01 11 01. 00 28, unl ess speci f i ed ot her wi se.

e. The Cont r act or shal l cr eat e dr awi ngs of par t s i n t he scope of t he r ef ur bi shment t hat have no det ai l ed dr awi ngs. The r equi r ed di mensi ons wi l l be measur ed dur i ng t he as- f ound i nspect i ons and dr awi ngs i ncl uded wi t h t he as- f ound i nspect i on r epor t s. The dr awi ngs wi l l at a mi ni mum i ncl ude gr oss di mensi ons and any cr i t i cal machi ned di mensi on.

1. 3 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 r ef er enced. The publ i cat i ons ar e r ef er r ed t o i n t he t ext by basi c desi gnat i on onl y.

ASME I NTERNATI ONAL ( ASME)

ASME BPVC SEC VI I I D2 ( 2017) BPVC Sect i on VI I I - Rul es f or Const r uct i on of Pr essur e Vessel s Di v i s i on 2- Al t er nat i ve Rul es

ASTM I NTERNATI ONAL ( ASTM)

ASTM A193/ A193M ( 2017) St andar d Speci f i cat i on f or Al l oy- St eel and St ai nl ess St eel Bol t i ng

Mat er i al s f or Hi gh- Temper at ur e Ser vi ce and Ot her Speci al Pur pose Appl i cat i ons

ASTM A194/ A194M ( 2018) St andar d Speci f i cat i on f or Car bon St eel , Al l oy St eel , and St ai nl ess St eel Nut s f or Bol t s f or Hi gh- Pr essur e or Hi gh- Temper at ur e Ser vi ce, or Bot h

ASTM A240/ A240M ( 2018) St andar d Speci f i cat i on f or Chr omi um and Chr omi um- Ni ckel St ai nl ess St eel Pl at e, Sheet , and St r i p f or Pr essur e Vessel s and f or Gener al Appl i cat i ons

ASTM A312/ A312M ( 2017) St andar d Speci f i cat i on f or Seaml ess, Wel ded, and Heavi l y Col d Wor ked Aust eni t i c St ai nl ess St eel Pi pes

ASTM A473 ( 2018a) St andar d Speci f i cat i on f or St ai nl ess St eel For gi ngs

ASTM A564/ A564M ( 2013) St andar d Speci f i cat i on f or Hot - Rol l ed and Col d- Fi ni shed Age- Har deni ng St ai nl ess St eel Bar s and Shapes

ASTM A609/ A609M ( 2012; R 2018) St andar d Pr act i ce f or Cast i ngs, Car bon, Low- Al l oy, and Mar t ensi t i c St ai nl ess St eel , Ul t r asoni c Exami nat i on Ther eof

ASTM A693 ( 2006) St andar d Speci f i cat i on f or Pr eci pi t at i on- Har deni ng St ai nl ess and Heat - Resi st i ng St eel Pl at e, Sheet , and Strip

ASTM A743/ A743M ( 2019) St andar d Speci f i cat i on f or Cast i ngs, I r on- Chr omi um, I r on- Chr omi um- Ni ckel , Cor r osi on Resi st ant , f or Gener al Appl i cat i on

ASTM B22/ B22M ( 2017) St andar d Speci f i cat i on f or Br onze Cast i ngs f or Br i dges and Tur nt abl es

ASTM B148 ( 2018) St andar d Speci f i cat i on f or Al umi num- Br onze Sand Cast i ngs

CEATI I NTERNATI ONAL ( CEATI )

CEATI T052700 0329 ( 2008) Hydr oel ect r i c Tur bi ne- Gener at or Uni t s Gui de f or Er ect i on Tol er ances and Shaf t Syst em Al i gnment

AMERI CAN WELDI NG SOCI ETY ( AWS)

AWS A5. 4/ A5. 4M ( 2012) Speci f i cat i on f or St ai nl ess St eel El ect r odes f or Shi el ded Met al Ar c Wel di ng

AWS A5. 9 ( 2017) Wel di ng Consumabl es- Wi r e El ect r odes, St r i p El ect r odes, Wi r es, and Rods f or Ar c Wel di ng of St ai nl ess and Heat

Resi st i ng St eel s- Cl assi f i cat i on - 9t h Edition

AWS A5. 22 ( 2012) Speci f i cat i on f or St ai nl ess St eel Fl ux Cor ed and Met al Cor ed Wel di ng El ect r odes and Rods - 5t h Edi t i on

SOCI ETY OF AUTOMOTI VE ENGI NEERS I NTERNATI ONAL ( SAE)

SAE J462 ( 2018) Cast Copper Al l oys

I NSTI TUTE OF ELECTRI CAL AND ELECTRONI CS ENGI NEERS ( I EEE)

I EEE St d 810 ( 2015) Hydr aul i c Tur bi ne and Gener at or Shaf t Coupl i ngs and Shaf t Runout Tolerances

I NTERNATI ONAL ELECTROTECHNI CAL COMMI SSI ON ( I EC)

I EC 60193 ( 1999) Hydr aul i c Tur bi nes, St or age Pumps and Pump Tur bi nes - Model Accept ance Test s

1. 4 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng " G" desi gnat i on ar e f or i nf or mat i on onl y. The f ol l owi ng shal l be submi t t ed i n accor dance wi t h SECTI ON 01 33 00, " SUBMI TTAL PROCEDURES" :

SD- 02 Shop Dr awi ngs

Det ai l ed, Shop, Assembl y, Sect i onal , Et c. Dr awi ngs Of Al l New, Modi f i ed And Ref ur bi shed Component s; G Submi t 60 cal endar days pr i or t o commenci ng f abr i cat i on, r ef ur bi shment , modi f i cat i on and/ or r epl acement . Par agr aph 3. 1.

New Wi cket Gat e Dr awi ngs; G 120 cal endar days f ol l owi ng t he dat e of f or mal wr i t t en not i ce t o pr oceed. Par agr aph 3. 11. 6.

Sel f - l ubr i cat i ng bushi ng dr awi ngs, cal cul at i ons, and manuf act ur er s certification ; G Submi t 90 cal endar days pr i or t o t he dat e schedul ed f or t he uni t out age. Par agr aph 3. 18. 3.

Sel f - Lubr i cat i ng Bushi ng Seal Dr awi ngs; G Submi t 90 cal endar days pr i or t o t he dat e schedul ed f or t he uni t out age. Par agr aph 3. 18. 8.

SD- 05 Desi gn Dat a

Upon Wr i t t en Request , Desi gn Dat a And Cal cul at i ons On Speci f i c Syst ems or Component s; G Wi t hi n 15 cal endar days f r om t he dat e r equest . Par agr aph 3. 1.

Mi scel l aneous On- Si t e Measur ement s; G Wi t hi n 48 hour s of t he compl et i on of t he measur ement s. Par agr aph 3.2.

Gat e Shaf t And Base Dr awi ng ; G Submi t 60 cal endar days pr i or t o commenci ng r ef ur bi shment , modi f i cat i on and/ or r epl acement . Par agr aph 3. 10. 1.

Dr awi ngs Of The Ai r Val ves ;…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .