R0006.pdf

W68MD952458984

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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.

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

W912DW-16-B-0001 FY16 Chief Joseph Dam Intake Gate Repair Pit, Bridgeport, WA

(See continuation page)

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 29-Jan-2016

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 W912DW-16-B-0001

X 9B. DATED (SEE ITEM 11)

23-Dec-2015

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 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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

29-Jan-2016

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CECT-NWS

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW-16-B-0001

Continuation Page

1. This amendment six (0006) provides for the following:

a. Sections 41 22 23.20 JIB CRANE HOISTS and the Submittal Register been revised.

b. The date and time of bid opening has been extended to February 9, 2016 at 1:00:00 p.m. LOCAL TIME.

The SF1442 Solicitation, Offer and Award is revised to reflect the date extension.

2. The attached revised sections are to be replaced in their entirety. Specifications changes are generally identified, for convenience, either by strikeout for deletions, and double underlining of text for additions or a single dark line in the margin. All portions of the revised sections shall apply whether or not changes have been indicated.

3. NOTICE TO OFFERORS: Offerors must acknowledge receipt of this amendment by number and date on offer.

Encl:

SF1442 (revised) 41 22 23.20 (revised) Submittal Register (revised)

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NUMBER 2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by the offeror.

4. CONTRACT NUMBER 5. REQUISITION/PURCHASE REQUEST NUMBER 6. PROJECT NUMBER

7. ISSUED BY CODE W912DW

Seattle District, Corps of Engineers

ATTN: CECT-NWS

PO Box 3755 Seattle, WA 98124-3755

8. ADDRESS OFFER TO

Seattle District, Corps of Engineers PO Box 3755 ATTN: CECT-NWS Seattle, WA 98124-3755

HAND CARRY: Federal Center South Building 1202 4735 East Marginal Way South Seattle, WA 98134-2388

9. FOR INFORMATION CALL

A. NAME B. TELEPHONE NUMBER (Include area code) (NO COLLECT CALLS)

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date):

Furnish all labor, materials and equipment and perform all work for

11. The Contractor shall begin performance within calendar days and complete it with calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (See .)

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

12B. CALENDAR DAYS

YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8 by (hour) local time (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212

Designed using Perform Pro, WHS/DIOR, Oct 96

1442-103 STANDARD FORM 1442 (REV. 4-85) (EG)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d)

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Typewritten Text in accordance with the attached Contract Clauses, Special Clauses, Technical Specifications and Drawings.

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W912DW-16-B-0001

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Typewritten Text Caroline B. Mueller

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* See Section 00 73 00

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Typewritten Text FY16 Chief Joseph Dam Intake Gate Repair Pit, Bridgeport, WA

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Typewritten Text 1:00:00 p.m.

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Typewritten Text 23 Dec 2015

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W68MD952458984

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Typewritten Text 9 February 2016

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Typewritten Text R0006

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OFFER (Must be fully completed by offeror)

STANDARD FORM 1442 BACK (REV. 4-85)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

Tax ID No: DUNS No:

email: Cage Code:

15. TELEPHONE NUMBER (Include area code) Fax No.:

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days after the date offers are due. (Insert any number equal or greater than the minimum requirement stated in 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS See Schedule

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24.SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) ( ) 41 U.S.C. 253(c) ( )

26. ADMINISTERED BY

27. PAYMENT WILL BE MADE BY

US Army Corps of Engineers Finance Center

CEFC-AO-P

5722 Integrity Drive Millington, TN 38054-500

CODE

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return copies to the issuing office.) Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD. (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN

(Type or print)

30B. SIGNATURE 30C. DATE

31A. NAME OF CONTRACTING OFFICER (Type or print)

31B. UNITED STATES OF AMERICA

31C. AWARD DATE

BY

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SEE ALTERATIONS IN CONTRACT, PAGE 00 11 00 - 3

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Typewritten Text Fairchild Resident Office PO Box 1334 Fairchild AFB, WA 99011-1334

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 12 PAGES

CJD Intake Gate Repair Pit

01 14 00 SD-01 Preconstruction Submittals

1.4.1 GBackground Check

1.5.2 CLoading Diagram

1.6.1 GContractor's Work Supervisor(s)

Qualifications 1.6.2.1Contractor Employees 1.6.2Organizational Chart

01 32 01.00 10 SD-01 Preconstruction Submittals

1.3 GProject Scheduler Qualifications

3.4.1 GPreliminary Project Schedule

3.4.2 GInitial Project Schedule

3.6.2 GPeriodic Schedule Update

01 33 00 SD-01 Preconstruction Submittals

1.9 GSubmittal Register

01 35 26 SD-01 Preconstruction Submittals

1.6 GAccident Prevention Plan (APP)

1.7 GActivity Hazard Analysis (AHA)

1.5.1.2 GCrane Operators

SD-06 Test Reports 1.11Notifications and Reports

1.11.2 GAccident Reports

1.11.3Crane Reports

SD-07 Certificates 1.11.4Certificate of Compliance 1.8Hot work permit 1.13License Certificates

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

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AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

R0006

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 12 PAGES

CJD Intake Gate Repair Pit

01 45 00.00 10 SD-01 Preconstruction Submittals

3.2 GContractor Quality Control (CQC)

Plan 01 50 00 SD-01 Preconstruction Submittals

1.4 GConstruction site plan

3.2.1 GTemporary Utility Connections

Plan

3.6 GDisposal Plan

1.5.2The Original Condition Of Site

Photos 1.5.3Progress Photographs

SD-11 Closeout Submittals 1.5.4Completion Photographs

01 57 20.00 10 SD-01 Preconstruction Submittals

1.7 GEnvironmental Protection Plan

01 62 35 SD-01 Preconstruction Submittals

1.7 GBiobased Products

01 78 00 SD-03 Product Data

1.3.2 GAs-Built Record of Equipment

and Materials

1.7.1 GWarranty Management Plan

1.7.5 GWarranty Tags

1.4 GSpare Parts Data

SD-08 Manufacturer’s Instructions 1.5Preventative Maintenance

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

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A C T I V I T Y

N O

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 12 PAGES

CJD Intake Gate Repair Pit

01 78 00 1.5Condition Monitoring (Predictive Testing)

1.5Inspection

1.7.1 GInstructions

SD-10 Operation and Maintenance Data

1.9 GOperation and Maintenance

Manuals

SD-11 Closeout Submittals

1.11 GInterim Form DD1354

1.11 GChecklist for Form DD1354

1.3.1 GRecord Drawings

1.6 GCertification of EPA Designated

Items 02 41 00 SD-01 Preconstruction Submittals

1.2.1 GDemolition Plan

1.6Notification of Demolition

05 05 23.16 SD-01 Preconstruction Submittals 3.2Welding Quality Assurance Plan

SD-03 Product Data

1.3 G DOWelding Procedure Qualifications

1.3.5Welder, Welding Operator, and

Tacker Qualification 1.3.6Inspector Qualification 1.3.2Previous Qualifications 1.3.3Pre-qualified Procedures

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

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A C T I V I T Y

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 12 PAGES

CJD Intake Gate Repair Pit

05 05 23.16 2.2Welding Electrodes and Rods SD-07 Certificates Certified Welding Procedure Specifications (WPS)

Certified Brazing Procedure Specifications (BPS)

Certified Procedure Qualification Records (PQR)

Certified Welder Performance Qualifications (WPQ)

Certified Brazer Performance Qualifications (BPQ)

05 12 00 SD-01 Preconstruction Submittals

1.4.1.1 G DOErection Drawings

SD-02 Shop Drawings

1.4.2 G DOFabrication drawings

SD-03 Product Data 2.5.2Shop primer 2.4.1Welding electrodes and rods 2.3.2.3Direct Tension Indicator Washers 2.4.2Non-Shrink Grout 2.3.3Tension control bolts

SD-06 Test Reports 2.3Bolts, nuts, and washers

SD-07 Certificates

2.2 GSteel

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

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CJD Intake Gate Repair Pit

05 12 00 2.3 GBolts, nuts, and washers

2.4.4 GPins and rollers

1.3 GAISC Fabrication Plant Quality

Certification

1.3 GAISC Erector Quality Certification

1.4.3.1 GWelding procedures and

qualifications

2.4.1 GWelding electrodes and rods

05 50 13 SD-02 Shop Drawings

2.5 G DOstructural steel door frames

2.3 G DOFloor gratings

SD-03 Product Data 2.3Floor gratings 2.5Structural steel door frames

05 51 00 SD-02 Shop Drawings

2.1 GIron and Steel Hardware

2.1 GSteel Shapes, Plates, Bars and

Strips

2.7 GMetal Stair System

SD-03 Product Data 2.2Structural Steel Plates, Shapes, and Bars 2.3Structural Steel Tubing 2.5Hot-Rolled Carbon Steel Sheets and Strips Cold Finished Steel Bars

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

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CJD Intake Gate Repair Pit

05 51 00 2.4Hot-Rolled Carbon Steel Bars

2.8 GProtective Coating

2.9 G DOSteel Pan Stairs

2.9.7 G DOSteel Stairs

SD-07 Certificates

1.3 GWelding Procedures

1.3 GWelder Qualification

SD-08 Manufacturer’s Instructions 2.2Structural Steel Plates, Shapes, and Bars 2.3Structural Steel Tubing 2.5Hot-Rolled Carbon Steel Sheets and Strips 2.4Hot-Rolled Carbon Steel Bars

2.8 GProtective Coating

05 52 00 SD-02 Shop Drawings

1.2.1 G DOFabrication Drawings

2.1 GIron and Steel Hardware

3.1 GIron and Steel Hardware

2.1 GSteel Shapes, Plates, Bars and

Strips

3.1 GSteel Shapes, Plates, Bars and

Strips SD-03 Product Data

1.2.1 GStructural Steel Plates, Shapes, and Bars

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

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CJD Intake Gate Repair Pit

05 52 00 2.3 GStructural Steel Plates, Shapes, and Bars

1.2.1 GStructural Steel Tubing

2.4 GStructural Steel Tubing

1.2.1 GCold-Finished Steel Bars

2.6 GCold-Finished Steel Bars

1.2.1 GHot-Rolled Carbon Steel Bars

2.5 GHot-Rolled Carbon Steel Bars

1.2.1 GCold-Drawn Steel Tubing

1.2.1 G DOProtective Coating

2.9 G DOProtective Coating

1.2.1 G DOSteel Railings and Handrails

2.10 G DOSteel Railings and Handrails

1.2.1 GAnchorage and Fastening

Systems SD-07 Certificates

1.4.1Welding Procedures 1.4.2Welder Qualification

SD-08 Manufacturer’s Instructions

3.1 GInstallation Instructions

07 84 00 SD-02 Shop Drawings

2.1 GFirestopping System

SD-03 Product Data

2.2 GFirestopping Materials

SD-06 Test Reports

3.3 GInspection

SUBMITTAL REGISTER

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TITLE AND LOCATION CONTRACTOR

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 8 OF 12 PAGES

CJD Intake Gate Repair Pit

07 84 00 SD-07 Certificates 1.5.2Inspector Qualifications 2.2Firestopping Materials

1.5.1 GInstaller Qualifications

09 97 13.00 40 SD-01 Preconstruction Submittals 1.4Material, Equipment, and Fixture

Lists 1.4Safety Plan

SD-03 Product Data 2.1Sealant Compound 2.2.1Inorganic Zinc 2.2.1Inhibitive Polyamide Epoxy 2.2.1Aliphatic Polyurethane

SD-04 Samples 1.4Manufacturer's Standard Color

Charts 3.5Inspection Forms

SD-05 Design Data 1.4Mix Designs 2.2.1Inorganic Zinc 2.2.1Inhibitive Polyamide Epoxy 2.2.1Aliphatic Polyurethane

SD-06 Test Reports 3.5Inspection reports

SD-07 Certificates 2.1Sealant Compound

SUBMITTAL REGISTER

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TITLE AND LOCATION CONTRACTOR

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 9 OF 12 PAGES

CJD Intake Gate Repair Pit

09 97 13.00 40 3.2.1Inorganic Zinc Coating 2.2.1Inhibitive Polyamide Epoxy 2.2.1Aliphatic Polyurethane

SD-08 Manufacturer’s Instructions 2.2Protective Coatings

14 60 20.10 SD-02 Shop Drawings

2.2.1 GJib Crane system

2.7 GJib Wiring

SD-03 Product Data 1.2.1Bumpers 1.2.1End Stops 2.4.2Manufacturer's Published Tables

SD-05 Design Data

1.2.1 GStructural Design calculations

2.2.2 GStructural and Load Capacity

calculations SD-06 Test Reports

3.3.2125 Percent Rated Load Test

3.3.2No-Load Test 3.3.1Post-Erection Inspection 3.3.2Operational Tests

SD-07 Certificates 3.3.1Compliance with all listed

Standards

2.4 GJib Framework

SUBMITTAL REGISTER

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CJD Intake Gate Repair Pit

14 60 20.10 SD-10 Operation and Maintenance Data

1.6 GJib crane

22 00 00 SD-02 Shop Drawings

3.3.1 GPlumbing System

SD-06 Test Reports

3.3Tests and Flushing SD-07 Certificates

2.1.1Bolts 23 00 00 SD-02 Shop Drawings

1.4.4 GDetail Drawings

SD-03 Product Data

2.10.1.1Sidewall Propeller Exhaust Fans 1.4.5Test Procedures

SD-06 Test Reports 3.6Performance Tests

SD-08 Manufacturer’s Instructions 3.2Manufacturer's Installation

Instructions SD-10 Operation and Maintenance Data

3.8.1 GOperation and Maintenance

Manual

2.10.1.1Sidewall Propeller Exhaust Fans 26 20 00.00 27 SD-02 Shop Drawings

3.1.7.1Marking strips

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26 20 00.00 27 SD-03 Product Data

2.9 GReceptacles

2.10 GCircuit breakers

2.7Switches

2.11 GEnclosed circuit breakers

GSurge protective devices 2.2.1.1Steel 2.2.3Steel 2.2.4.1Steel

2.2.2PVC

SD-06 Test Reports

3.5.2 G600-volt wiring test

3.5.3Ground-fault receptacle test

SD-07 Certificates 2.8Fuses

SD-10 Operation and Maintenance Data

1.5.1 GElectrical Systems

26 51 00.00 27 SD-03 Product Data

2.1 GLight Emitting Diode (LED)

Lighting Fixtures

SD-04 Samples GLighting fixtures

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41 22 23.20 SD-02 Shop Drawings

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CJD Intake Gate Repair Pit

41 22 23.20 1.2.1 GComplete schematic wiring diagram with description of operation

SD-03 Product Data

2.3 GElectric Chain Hoist

GTrolley

2.6 GPendant Pushbutton Station

1.2.1 GFestoon System

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3.3.5125 percent Rated Load test 3.3.4No-Load Test 3.3.1Post-Erection Inspection 3.3.2Operational Tests 3.3.6Rated Load Speed Test

SD-07 Certificates 1.4.1Compliance with all listed

Standards 1.4.1Brake Settings 1.4.1Loss of Power Test

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1.6 GJib crane with hoist system, all

components, Data Package 3

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CJD Intake Gate Repair Pit 15007 Chief Joseph Dam, WA W912DW-16-B-0001

SECTION TABLE OF CONTENTS

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

SECTION 41 22 23.20

JIB CRANE HOISTS

04/08

PART 1 GENERAL

1.1 REFERENCES

1.2 SYSTEM DESCRIPTION

1.2.1 Design Requirements

1.2.1.1 Trade Coordination

1.3 SUBMITTALS

1.4 QUALITY ASSURANCE

1.4.1 Certificates: Load Chain

1.4.2 Pre-Erection Inspection

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery and Storage

1.5.2 Handling

1.6 MAINTENANCE

PART 2 PRODUCTS

2.1 IDENTIFICATION PLATES

2.2 JIB CRANE HOIST SYSTEM

2.2.1 Capacity and Speed

2.2.2 Material and Design Requirements

2.2.3 Safety

2.3 ELECTRIC CHAIN HOIST

2.4 TROLLEY

2.5 MOTORS

2.5.1 Trolley Motors

2.5.2 Hoist Motors

2.6 CONTROLS

2.7 LIMIT SWITCHES

2.8 BRAKES

2.8.1 Hoist Load Brake

2.8.2 Spring Applied Hoist Brake

2.8.3 Trolley Brake

2.9 LOAD BLOCK AND HOOK

2.10 BEARINGS

2.11 ELECTRIFICATION

2.12 PAINTING SYSTEM

PART 3 EXECUTION

3.1 ERECTION AND INSTALLATION

3.2 ERECTION SERVICES

3.3 FIELD QUALITY CONTROL

3.3.1 Post-Erection Inspection

3.3.2 Operational Tests

3.3.3 Test Data

SECTION 41 22 23.20 Page 1 R0006

3.3.4 No-Load Test

3.3.5 125 percent Rated Load Test

3.3.6 Rated Load Speed Test

3.4 JIB CRANE FIELD TEST PROCEDURES

3.4.1 General Instructions

3.4.2 Equipment Monitoring

3.4.3 Hooks

3.4.4 Preparing For Load Testing

3.4.5 Precautions During Load Testing

3.4.6 Testing

3.4.6.1 No Load Test

3.4.6.2 Hoist Load Testing

3.4.6.3 100 Percent of Rated Capacity (plus 0 percent, minus 5 percent) Load Test

3.4.6.4 125 Percent of Rated Capacity (plus 5 percent, minus 0 percent) Load Test

-- End of Section Table of Contents --

SECTION 41 22 23.20 Page 2 R0006

SECTION 41 22 23.20

JIB CRANE HOISTS

04/08

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASME INTERNATIONAL (ASME)

ASME B30.11 (2010) Monorails and Underhung Cranes - Safety Standard for Cableways, Cranes, Derricks, Hoists, Hooks, Jacks, and Slings

ASME B30.16 (2012) Overhead Hoists (Underhung)

ASME HST-1 (2012) Performance Standard for Electric Chain Hoists

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA ESPG (2009-2010) Electrical Standards and Product Guide (ESPG)

NEMA ICS 8 (2011) Crane and Hoist Controllers

NEMA MG 1 (2014) Motors and Generators

NEMA MG 2 (2014) Safety Standard for Construction and Guide for Selection, Installation and Use of Electric Motors and Generators

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2008; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013; AMD 3 2014; Errata 3-4 2014; AMD 4-6 2014) National Electrical Code

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.179 Overhead and Gantry Cranes

1.2 SYSTEM DESCRIPTION

Provide an electric powered hoist and electric powered trolley complete, tested and ready for operation. Hoist shall be part of a complete jib crane system, as indicated on the drawings and in accordance with Section 14 60 20.10 JIB CRANES. Jib crane, hoist, trolley, equipment, materials, installation, examination, inspection, and workmanship shall conform to the applicable requirements of NFPA 70, ASME B30.11, ASME B30.16, and ASME HST-1, MHI MH27.1, as modified and supplemented by this specification. Reference

SECTION 41 22 23.20 Page 3 R0006 in these publications to the "authority having jurisdiction" means the "Contracting Officer."

1.2.1 Design Requirements

Submit shop drawings showing crane capacity, hook envelope, festoon system, and the general arrangement of the jib crane system, including clearances, principal dimensions, details of structural connections, and all component details. Include complete schematic wiring diagram with description of operation. Manufacturer's catalog data will suffice for items of standard manufacturer.

1.2.1.1 Trade Coordination

The Contractor is responsible for the coordination of his work with the work of all trades involved and as it relates to the building structure.

Verify all building dimensions that relate to fabrication of the jib crane system, and notify the Contracting Officer of any discrepancy prior to ordering the jib crane system components.

1.3 SUBMITTALS

Coordinate submittals with those submittals also required under Section

14 60 20.10 JIB CRANES.

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Complete schematic wiring diagram with description of operation; G

SD-03 Product Data

Electric Chain Hoist; G Trolley; G Pendant Pushbutton Station; G Hook Proof Test; G Festoon System; G

Manufacturer's descriptive data and technical literature, performance charts and curves, catalog cuts, and installation instructions, and parts list.

SD-05 Design Data

Structural and Load Capacity calculations; G

SD-06 Test Reports

125 percent Rated Load test No-Load Test Post-Erection Inspection Operational Tests Rated Load Speed Test Load Chain Proof Test

SECTION 41 22 23.20 Page 4 R0006

Hook NDT Report Hook Tram Measurement

Tests and inspections reports. Magnetic particle inspection of hook and hook nut results.

SD-07 Certificates

Compliance with all listed Standards Semi-Annual Overload/Safe for Testing Hazardous Material Brake Settings Loss of Power Test Hook Proof Test

SD-10 Operation and Maintenance Data

Jib crane with hoist system, all components, Data Package 3; G

Submit Data Package 3 as specified in Section 01 78 23 OPERATION

AND MAINTENANCE DATA.

1.4 QUALITY ASSURANCE

1.4.1 Certificates: Load Chain

a. Certification of minimum Load Chain Proof Test, clearly indicating load chain breaking strength for each hoist, and clearly identified for traceability. Submit factory certification of load chain rated capacity.

b. Certification that the hoist, hook, and trolley system contains no hazardous material, asbestos, cadmium, lead, elemental mercury, or PCBs.

c. Semi-Annual Overload/Safe for Testing certification that the hoist, hook, and trolley system is safe to test on a semi-annual overload basis with a test load of 131.25 percent of rated capacity with no detrimental effects.

da. Certification that testing may be performed in which hoist, hook, and trolley system is subjected to a Loss of Power Test during operation with no detrimental effects.

eb. Certification that the hoist, hook, and trolley system design and fabrication is in compliance with all listed standards.

f. Hook Proof Test certification that the hoist hook was subjected to a minimum static load of 200 percent of rated capacity for at least 10 minutes without deformation.

gc. Certification of brake settings, including the allowable range of adjustment for hoist and trolley brakes and the initial setting of each.

1.4.2 Pre-Erection Inspection

Before erection, the Contractor shall inspect the jib crane and hoist systems and components at the job site to determine compliance with specifications and manufacturer's data and shop drawings as approved.

Notify the Contracting Officer 21 days before the inspection.

SECTION 41 22 23.20 Page 5 R0006

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery and Storage

Inspect materials delivered to site for damage; unload and store with minimum handling. Store materials on-site in enclosures or under protective coverings. Protect materials not suitable for outdoor storage to prevent damage or corrosion during periods of inclement weather, including subfreezing temperatures, precipitation, and high winds. Store materials susceptible to deterioration by direct sunlight under cover and avoid damage due to high temperatures. Do not store materials directly on ground. When special precautions are required, prominently and legibly stencil instructions for such precautions on outside of equipment or its crating.

1.5.2 Handling

Handle materials in such a manner as to ensure delivery to final location in undamaged condition. Make repairs to damaged materials at no cost to Government.

1.6 MAINTENANCE

Submit jib crane with hoist system, all components, Data Package 3 for the entire jib crane system in accordance with Section 01 78 23 OPERATION AND

MAINTENANCE DATA.

PART 2 PRODUCTS

2.1 IDENTIFICATION PLATES

Provide manufacturer installed identification plates of non-corrosive metal showing, in clearly legible permanent lettering, the manufacturer's name, model number, capacity rating in pounds, and other essential information.

2.2 JIB CRANE HOIST SYSTEM

Provide jib crane hoist system for indoor service, with an electrical chain hoist mounted on a motor-driven trolley. The hoist and trolley shall be in accordance with ASME B30.11 and ASME HST-1, Duty Class H3.

2.2.1 Capacity and Speed

Provide hoist with a minimum rated capacity of 1 ton. The hook lift capacity and speed shall be the manufacturer's standard within the limits specified aboveas indicated. The hoist lift height will be sufficient for the hook to reach the finished floor at the bottom of the gate repair pit at Elevation 910 feet.

2.2.2 Material and Design Requirements

Jib crane hoist system shall include the following design requirements:

a. Powered hoists shall include a brake and a controlled braking means, and an overload limiting device.

b. Directional contactors shall include electrical and mechanical interlocks. Design the mainline contactor, along with the

SECTION 41 22 23.20 Page 6 R0006 power-off/power-on circuitry to remove power from the drive motors, brakes and control circuit. The control circuit shall not operate unless a power-on button is depressed.

c. Overcurrent protection for the control circuit and control circuit transformer; fuse or circuit breaker protection for branch circuit short circuit and ground fault protection; and overload protection for each motor, motor controller, and branch circuit conductor shall all conform to the NFPA 70.

d. Provide safety (drop) lugs or a functional equivalent on the trolley frame to prevent derailment in the event of wheel failure.

e. Refer to drawings and electrical specifications for electrical requirements.

f. Provide a non-resettable hour meter, connected across the main line contactor, readable from the exterior of the main control panel, to indicate the elapsed number of hours the crane is energized.

2.2.3 Safety

Comply with the mandatory and advisory safety requirements of ASME B30.11, ASME B30.16, and 29 CFR 1910.179. The Contractor is responsible for checking the proper operation and condition of safety devices, electrical components, mechanical equipment, and structural assemblies prior to installation. Immediately report any observed defective components and replace. Submit structural and load capacity calculations verifying a design safety factor of 5 to 1 to ultimate strength of weakest material (steel) used for any track suspension device or support which is not a standard cataloged product of the system manufacturer.

2.3 ELECTRIC CHAIN HOIST

Electric chain hoist shall conform to ASME HST-1, Class H3 and NEMA ICS 8, NEMA MG 2, and NEMA ESPG except as modified herein. Provide load chain proof test results.

Provide chain hoist with a load chain bucket.

2.4 TROLLEY

Provide an electric motor driven trolley.

2.5 MOTORS

Motors shall conform to NEMA MG 1. All motors shall be minimum 60 minute duty rating. Motor insulation shall be Class H with a Class B temperature rise. Equip all motors with thermal trip type over-temperature protection.

2.5.1 Trolley Motors

Trolley drive motor shall be totally enclosed non-ventilated (TENV), squirrel cage induction type. Provide reduced voltage starting, acceleration and deceleration for the trolley drive.

SECTION 41 22 23.20 Page 7 R0006

2.5.2 Hoist Motors

Provide totally enclosed non-ventilated (TENV), squirrel cage induction type hoist motors.

2.6 CONTROLS

Provide control of electric hoist and trolley from a pendant pushbutton station. Arrange pushbuttons in accordance with ASME B30.11 recommendations. Control pendant shall extend below the underside of the track beam per manufacturer's recommendations.

2.7 LIMIT SWITCHES

Equip hoists with adjustable upper and lower limit switches for wire rope or limit stops for chain to prevent over-travel in both the raising and lowering directions.

2.8 BRAKES

2.8.1 Hoist Load Brake

Provide hoist load brake that is capable of stopping and holding a 131.25 percent test load. If dynamic braking is not included, provide a hoist mechanical load brake that is capable of stopping and holding a 131.25 percent test load. If the hoist has more than one brake, each brake shall independently stop and hold 131.25150 percent of rated capacity.

2.8.2 Spring Applied Hoist Brake

Provide spring applied hoist brake, electrically released, and capable of being adjusted to 50 percent of its full rating. Provide the hoist brake with a manual lever type, self return to ON, release mechanism so that it may be partially released by hand and the lifted load allowed to gradually descend by gravity and brake friction. Screw type, maintained OFF, release mechanisms are not permitted. Mount the brake on the end of the motor opposite the gear case. Design shall permit easy access for inspection and adjustment.

2.8.3 Trolley Brake

Provide trolley with either a non-coasting worm drive or with an electro mechanical brake that is spring applied, electrically released Trolley brake shall have a torque rating equal to or greater than 50 percent of the drive motor rated torque and be adjustable from 85 percent to 100 percent of its torque rating. Equip trolley brake with a manual release. Design to permit easy access for wear, inspection and setting.

2.9 LOAD BLOCK AND HOOK

Provide safety hook fitted with self-closing, spring loaded steel safety latch, and with hook nuts keyed to hook shanks by means of a setscrew installed in a plane parallel to the longitudinal axis of the hook shank, or by any other similar easily removable securing device. Provide unpainted hook and hook nut, permanently marked with an identification number. Clearly mark the hook and hook nut with a unique identification number corresponding to the number used in non-destructive test (NDT) reports.

SECTION 41 22 23.20 Page 8 R0006

2.9.1 Non-Destructive Testing

The following requirements apply:

a. The Hook NDT Report supplier shall provide a letter certifying that the requirements of ASTM E543 are met.

b. The NDT supplier shall develop, and submit for review, procedures, including technique sheets specific to the types, shapes, and sizes of the parts being examined (e.g., shank hook, eye hook, duplex hook, eye bar nut). For the magnetic particle method, the procedures shall adequately describe the orientation of the hook or nut, or pin with the magnetizing equipment.

c. These procedures shall be reviewed by a Level III examiner who is independent of the NDT supplier and is certified in the applicable NDT method.

2.9.2 Hook and Hook Nut Magnetic Particle Inspections

The hook and hook nut shall be magnetic-particle inspected in compliance with ASTM E709 over the entire area in accordance with ASTM A275/A275M, with the following restrictions: Do not use DC yokes (including switchable AC/DC yokes used in the DC mode) and permanent magnet yokes. Do not use automatic powder blowers or any other form of forced air other than from a hand-held bulb for the application or removal of dry magnetic particles.

Remove arc strikes. Equipment ammeters shall have an accuracy of plus or minus 5 percent of full scale (equipment ammeter accuracy other than that stated is acceptable provided the MT procedure states that a magnetic field indicator is used to establish and verify adequate field strength for the aspects of the inspection). The acceptance standard is no linear indications greater than 1/16 inch.

2.10 BEARINGS

All bearings except those subject to a small rocker motion shall be anti-friction type. Provide a means for lubrication for bearings not considered to be lifetime lubricated by the manufacturer.

2.11 ELECTRIFICATION

Provide runway electrification of the flat festooned type. Provide electrical work for the jib crane system in accordance with NFPA 70.

2.12 PAINTING SYSTEM

Provide manufacturer's standard painting of components. Provide a primer and a finish coat. Blast clean all components prior to painting. Primer shall be inorganic zinc type. Paint coats shall be smooth and even, free of runs, sags, orange peel, or other defects.

PART 3 EXECUTION

3.1 ERECTION AND INSTALLATION

Erect and install the jib crane system, complete in accordance with the approved submittals and in condition to perform the operational and acceptance tests.

SECTION 41 22 23.20 Page 9 R0006

3.2 ERECTION SERVICES

Provide supervisory erection services from the jib crane system manufacturer.

3.3 FIELD QUALITY CONTROL

3.3.1 Post-Erection Inspection

After erection, the Contractor, the Contracting Officer, and a representative of the activity maintaining organization, shall jointly inspect the jib crane and hoist systems and components to determine compliance with specifications and approved submittals. Notify the Contracting Officer 30 days before the inspection. A list of deficient items, including a determination of criticality will be provided to the Contractor for corrective action. Outstanding items shall be noted for correction during the inspection. Items considered critical (load bearing, load controlling, or operational safety devices) shall be corrected prior to further testing. Upon correction, provide a report of the inspection indicating the jib crane system is considered ready for operational tests.

3.3.2 Operational Tests

a. After erection and inspection, test the jib crane system, hoist, and trolley as specified herein. Test the systems in service to determine that each component of the system operates as specified, is properly installed and adjusted, and is free from defects in material, manufacturing, installation, and workmanship. Rectify all deficiencies disclosed by testing and retest the system or component to prove the jib crane system is operational.

b. Furnish loads for testing, operating personnel, instruments, and all other necessary apparatus.

3.3.3 Test Data

Record test data on appropriate test record forms suitable for retention for the life of the jib crane system. Record operating and startup current measurements for electrical equipment (motors and coils) using appropriate instrumentation (i.e., clamp-on ammeters). Compare recorded values with design specifications or manufacturer's recommended values. Abnormal differences (i.e., greater than 10 percent from manufacturer's or design values) shall be justified or appropriate adjustments performed. In addition, note any high temperatures or abnormal operation of any equipment or machinery , investigate and correct. Record hoist and trolley speeds during each test cycle.

3.3.4 Hook Tram Measurement

Measure hook for hook throat spread before and after load test. Establish a throat dimension base measurement by installing two tram points and measuring the distance between these tram points (plus or minus 1/64 inch ). Record this base dimension. Measure the distance between tram points before and after load test. An increase in the throat opening from the base measurement is cause for rejection.

SECTION 41 22 23.20 Page 10 R0006

3.3.4 No-Load Test

a. Hoist: Raise the load hook the full operating lift distance and verify satisfactory operation of hoist, upper limit switches, lower limit switch, and the hoisting and lowering speeds.

b. Trolley: Operate trolley assembly the full length of the jib boom in both directions. Verify satisfactory operation and verify trolley speed.

3.3.5 125 percent Rated Load Test

125 Percent (plus 5 percent minus 0) of rated capacity

a. Hoist Static Test: Raise test load approximately one foot above the floor and hold for 10 minutes. Observe load lowering that may occur which indicates malfunction of hoisting component or brake. Lower the test load to the floor until the hoist line is slack.

b. Hoist Dynamic Test: Raise the test load to approximately 5 feet above the floor. Lower the load back to the floor. Stop the test load at least once while lowering and observe proper brake operation. Wait 5 minutes, then repeat the above cycle.

c. Load Brake Test (if equipped): Raise test load approximately 5 feet.

With the hoist controller in the neutral position, release the holding brake. The load brake must hold the test load. Again with the holding brake in the released position, start the test load down and return the controller to off position as the test load lowers. The load brake must stop and hold the test load. If the load brake does not stop the test load, but prevents the test load from accelerating, activities will contact the OEM or activity engineering organization to ensure that the load brake is operating as designed.

d. Loss of Power Test: Raise the test load approximately 3 feet and while lowering test load, cut main power to hoist. The load must stop.

e. Trolley Test: With test load hoisted to a height of one foot above the floor (or at an alternate height that safely allows completion of this test), operate trolley the full distance of the jib boom in both directions. Observe for any malfunctioning of the trolley assembly and jib crane system.

3.3.6 Rated Load Speed Test

With the hoist loaded to rated capacity, raise and lower the load verifying that the hoisting and lowering speeds are provided as specified. With the hoist loaded to rated capacity, operate trolley along the jib boom verifying that the trolley speed is provided as specified. Further, verify that the trolley stops in each direction within a distance (in feet) equal to 10 percent of rated capacity high speed (in feet per minute) when initially traveling at high speed and carrying the rated capacity load.

Record voltage, amperage, hoisting and lowering speeds, trolley travel speed, and motor speed for each motor.

SECTION 41 22 23.20 Page 11 R0006

3.4 JIB CRANE FIELD TEST PROCEDURES

JIB CRANE FIELD TEST PROCEDURES

Supported Command: Date of Inspection:

Contract No.:

Names and Titles of Participating Government, Supported Command, and Contractor Representatives:

3.4.1 General Instructions

The crane and supporting structure shall be tested in accordance with the applicable paragraphs of this guide. Assure that all components and features that affect load bearing, load controlling, or operational safety devices of the cranes are properly tested. Perform all the tests described below along with any other tests required to verify that the crane meets the contract requirements including any contract modifications. The sequence of testing is at the option of the contractor's test director except that the no-load test shall be performed first. Develop data sheets for tests that require data recording. Include in the data sheets the expected results along with the allowable tolerance in accordance with the requirements of the specification. Determine the tools, meters, measuring devices, etc. that are required to perform the test and have them available at the site. When measuring currents less than 5 amps, a 10-amp series type amp meter is recommended instead of an amp probe or use of the drive monitoring display. All equipment shall be calibrated

3.4.2 Equipment Monitoring

During the load test, check for the proper operation and condition of safety devices, electrical components, mechanical equipment, and structural assemblies. Immediately report any observed defects critical to continuing testing to the contractor's test director, who shall suspend the testing until the deficiency is corrected.

SECTION 41 22 23.20 Page 12 R0006

3.4.3 Hooks

Record hook serial number. Measure the hook for hook throat spread before load testing. Install two tram points on hook throat. Measure the distance between these tram points (plus or minus 1/64 inch). Record this base dimension. Check operation of safety latches.

Load Hook Unique Identification Number _________________

Load Hook Nut Unique Identification Number _________________

Load Hook Throat Measurement - Before Load Testing _________________

Load Hook Safety Latches SAT_____ UNSAT_____ NA_____

3.4.4 Preparing For Load Testing

a. Select a safe test area and clear all traffic, unauthorized personnel, and equipment from test area. This test area shall be roped off or otherwise secured to prevent entry of unauthorized personnel and equipment.

b. All rigging used in crane load testing shall conform to applicable OSHA regulations and ASME standards for inspection and testing. Note that test loads INCLUDE the weight of rigging used to connect them to the load block.

3.4.5 Precautions During Load Testing

a. Observe extreme caution at all times.

b. Personnel…