R0010.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 23-Feb-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

23-Feb-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 ten (0010) provides for the following:

a. Section 09 97 13.00 40 Steel Coatings has been revised.

b. The date and time of bid opening has been extended to March 1, 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) 09 97 13.00 40 (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 1 March 2016

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Typewritten Text R0010

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

SECTION TABLE OF CONTENTS

DIVISION 09 - FINISHES

SECTION 09 97 13.00 40

STEEL COATINGS

07/07

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DELIVERY, HANDLING, AND STORAGE

1.4 QUALITY CONTROL

PART 2 PRODUCTS

2.1 SEALANT COMPOUND

2.2 PROTECTIVE COATINGS

2.2.1 Coating System

PART 3 EXECUTION

3.1 SURFACE PREPARATION

3.1.1 General

3.1.2 Mechanical Cleaning (MC)

3.2 COATING APPLICATION

3.2.1 General Requirements

3.2.2 Mixing and Application Procedures

3.2.3 Dry-Film Thickness (DFT)

3.2.4 Touch-Up

3.2.5 Sealant Compound Application

3.3 INSPECTION

-- End of Section Table of Contents --

SECTION 09 97 13.00 40 Page 1 R0010

SECTION 09 97 13.00 40

STEEL COATINGS

07/07

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.

ASTM INTERNATIONAL (ASTM)

ASTM C920 (2011) Standard Specification for Elastomeric Joint Sealants

THE SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC SP 1 (1982; E 2004) Solvent Cleaning

SSPC SP 3 (1982; E 2004) Power Tool Cleaning

SSPC SP 10 (2007) Near-White Metal Blast Cleaning

1.2 SUBMITTALS

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-01 Preconstruction Submittals

Material, Equipment, and Fixture Lists

Safety Plan; G

SD-03 Product Data

Sealant Compound

Inorganic Zinc

SD-04 Samples

Manufacturer's Standard Color Charts

Inspection Forms

SD-05 Design Data

Mix Designs

Inorganic Zinc

SECTION 09 97 13.00 40 Page 2 R0010

SD-06 Test Reports

Inspection reports; G

Submit reports for protective coating systems in accordance with Paragraph INSPECTION.

SD-07 Certificates

Sealant Compound

Inorganic Zinc Coating

SD-08 Manufacturer's Instructions

Protective Coatings

Submit manufacturer's instructions including details of thinning, mixing, handling, and application.

1.3 DELIVERY, HANDLING, AND STORAGE

Deliver materials in their original, unopened containers bearing the manufacturer's name, shelf-life, product identification, and batch number.

Store coatings, thinners, and cleaners in tightly closed containers in a covered, well-ventilated area where they will be protected from exposure to extreme cold or heat, sparks, flame, direct sunlight, or rainfall. Follow manufacturer's instructions for storage limitations.

1.4 QUALITY CONTROL

Submit a Safety Plan for protective coating systems in accordance with OSHA regulations.

Submit material, equipment, and fixture lists for manufacturer's style or catalog numbers, specification and drawing reference numbers, and warranty information for the protective coatings systems fabrication site.

Submit manufacturer's standard color charts showing manufacturer's standard finish colors.

Submit mix designs for each type of protective coating including a complete list of ingredients and admixtures. Applicable test report shall verify that the mix has been successfully tested and meets design requirements.

PART 2 PRODUCTS

2.1 SEALANT COMPOUND

Sealant shall be a self-curing, single component, polysulfide-rubber type conforming to ASTM C920. Sealant shall be gray in color and capable of being applied into the joint with a caulking gun.

SECTION 09 97 13.00 40 Page 3 R0010

2.2 PROTECTIVE COATINGS

2.2.1 Coating System

The coating system is specified for use on the surfaces of all fabricated steel.

Coating system shall consist of inorganic zinc only. Coatings, thinners, and cleaners shall be the product of one manufacturer.

PART 3 EXECUTION

3.1 SURFACE PREPARATION

3.1.1 General

Coat faying surfaces that will become inaccessible after installation with inorganic zinc only, prior to installation.

Mechanically clean faying surfaces that are part of slip-critical joints and coat with inorganic zinc prior to installation.

Leave surfaces to be welded uncoated. After welding, mask and touchup these areas.

Coat prepared surfaces within 6 hours after completion of preparation and before rusting or recontamination occurs. Reprepare surfaces not coated within 6 hours, or that show rusting or contamination regardless of the length of time after preparation.

Sequence surface preparation and coating operations so that freshly applied coatings will not be contaminated by dust or foreign matter.

Inspect and degrease surfaces as required prior to subsequent surface preparation and the application of protective coatings. Degreasing shall be by solvent cleaning, detergent washing, or steam cleaning. SSPC SP 1 shall apply for solvent cleaning.

3.1.2 Mechanical Cleaning (MC)

Where mechanical cleaning is specified for existing surfaces, needle scalers or abrasive disks or wheels shall be used in accordance with SSPC SP 3, leaving the surface cleanliness equivalent to near-white metal in accordance with SSPC SP 10.

3.2 COATING APPLICATION

3.2.1 General Requirements

Manufacturer's instructions for thinning, mixing, handling, and applying products shall be considered a part of this specification. In the event of conflict between the requirements of this specification and the manufacturer's recommendations, this specification shall take precedence.

Compressed air used for spraying coatings shall be free of moisture and oil.

Each coat of material applied shall be free from runs; sags; blisters;

bubbles; mud cracking; variations in color, gloss, and texture; holidays (missed areas); excessive film build; foreign contaminants; and dry

SECTION 09 97 13.00 40 Page 4 R0010 overspray.

No coating shall be applied when rain is imminent or when the temperature or humidity is outside the limits recommended by the coating manufacturer.

Surface temperature shall be at least 5 degrees F above the dew point.

Thoroughly work coatings into all joints, crevices, and open spaces. Pay special attention to welds, cutouts, sharp edges, rivets, crevices, and bolts to ensure proper coverage and thickness.

Protect newly coated surfaces from damage.

Apply coatings by airless or conventional spray. Airless spraying shall be used for uniform large surface areas. Conventional spraying shall be used for small areas of intricate configuration and for touchup. During application of inorganic zinc coating, maintain uniform suspension.

3.2.2 Mixing and Application Procedures

Thoroughly stirr material using an instrument that will not induce air into coating.

Strain mixed material through a 30- to 60-mesh screen.

Provide continuous slow agitation of the material during application of inorganic zinc coating, maintain uniform suspension. Avoid continuous rapid agitation.

Thin material for workability and improved spray characteristics only.

Apply material in even, parallel passes, overlapping 50 percent. Special attention shall be paid to welds, cutouts, sharp edges, rivets, crevices, and bolts to ensure proper coverage and thickness.

3.2.3 Dry-Film Thickness (DFT)

Apply coatings to the following dry-film thicknesses:

Coating System: 3 to 6 mils inorganic zinc.

When thoroughly dry (dry to handle), check the film thickness with a calibrated nondestructive dry-film thickness gage. If less than specified thickness, apply additional material as required. Achieve proper DFT for the inorganic zinc coating in a single application, which may consist of multiple passes, while coating is still wet.

3.2.4 Touch-Up

Touch-up abrasions that occurred during shipment or erection as follows:

a. Surface preparation and coating application shall conform to the manufacturer's instructions.

b. Inorganic zinc shall be used for touch-up and repair of inorganic zinc and hot-dip galvanizing.

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3.2.5 Sealant Compound Application

For Coating System, caulking shall be accomplished after application and cure of inorganic zinc coating.

Caulk exterior joints including, but not limited to, the following:

a. Perimeter of faying and bearing surfaces of structural members.

b. Joints in members between intermittent welds.

c. Perimeter of bearing surfaces between floor plates and supporting members (inside, outside, top, and bottom).

d. Stair treads, where joined to channel stringers.

e. Openings of 1/2 inch or smaller (Use foam filler backup as required).

3.3 INSPECTION

On-site work as described herein shall be inspected for compliance with this specification by a NACE (National Association of Corrosion Engineers) Certified Coating Inspector provided by the Contracting Officer.

For all protective coatings applied at off-site locations, provide full inspection by a NACE Certified Coating Inspector. Inspector shall be present at the pre-work conference to address necessary clarification of inspection and specification requirements. Immediately report any apparent deviation from the specified requirements or any out of tolerance condition to the Contracting Officer for determination of corrective action. Submit inspection reports performed by the Coating Inspector.

Submit Inspection Forms which will be used by the Coating Inspector at the pre-work conference and forward completed forms to the Contracting Officer prior to delivery of the coated work to the job site.

-- End of Section --

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