BJ Amendment 3.pdf

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AG-046W-S-11-0004

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3 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 ACKNOWLEDGEMENT 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.

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046W

SANDY OR 97055

16400 CHAMPION WAY

NORTHWEST OREGON CONTRACTING AREA

USDA FOREST SERVICE

046W

SANDY OR 97055

16400 CHAMPION WAY

NORTHWEST OREGON CONTRACTING AREA

USDA FOREST SERVICE

01/12/2011000003

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers 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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

12/16/2010

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

Rehabilitation of the Big John Restroom at Eagle Creek Rec Area in the Columbia River Gorge

See attached attendee list for the site visit held on January 12, 2011 as well as questions and answers and resultant changes in project specifications.

PROPOSAL DUE DATE HAS BEEN EXTENDED TO THURSDAY, JANUARY 20, 2011 NO LATER THAN 2:00pm.

As of this amendment, no further technical questions will be accepted.

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

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.

Big John Restroom Rehabilitation

AG-046W-S-11-0004

Amendment 000003 Page 2 of 3

An additional site visit for solicitation #AG-046W-S-11-0004 open to all interested parties was held on January 12, 2011. The following persons participated in the visit:

NAME TITLE REPRESENTING

Donna Knight-Jones Contract Specialist USFS

Mathew Hacket Contracting Officer Rep USFS

Jeff Mitchell USFS

Marvin Gallow Plumber Gallow & Smith Plumbing

Shawn Glenn Estimator Wolcott Plumbing

Brad Catlin GFS Five Rivers Construction

Dale Henningsen Owner NorthStar Associates, LLC

Todd Bradford Estimator Devco Mechanical

Jim Anderson G/L Cedar Mill Construction Co. (503) 885-9370

Bob Trapa PM Bremik Construction Company

Ben Carlson PM Bremik Construction Company

Mike Greenslade VP Bremik Construction Company

Dennis Gross PM Eagle Group Inc.

Gary Blair Plumber DeTemple

The following are answers to questions submitted by prospective offerors and resultant changes to the project specifications:

1. SECTION 073130

2.01 WOOD SHAKES

Question: The spec calls for both fire treated (Certiguard ) shakes and CCA preservative shakes.

Both of these treatments cannot be done at the same time. If the fire treatment is required is it class C, Class B or assembly rating A.

Answer:

Add the following to 2.01 Wood Shakes: The shingles should be the CCA preservative treated not the fire treatment.

Big John Restroom Rehabilitation

AG-046W-S-11-0004

Amendment 000003 Page 3 of 3

2. SECTION 073130

2.02 BUILDING FELT

Question: The spec calls for 30# felt materials for underlayment, but at the same time calls for a self-adhering underlayment. I have been advised that this needs to be one or the other.

Answer: The felt is not needed with the application of the ice and water shield plus breather.

3. SECTION 081400, WOOD DOORS

Remove Section 073130, 2.02 Building Felt

Question: The Wood door calls for standard which does not match what is there, which is much thicker due to material added to it. Standard door hardware won't fit.

Answer: The doors are for the new openings. Of the existing doors one stays in place and the other gets mounted on the new wall so it appears to still be in the frame when standing outside the doorway looking in.

4. DRAWINGS SHEET 12 OF 15 – WALL DETAILS

Question: The Cedar finished carpentry calls for 1 inch which is not the standard. The standard is 3/4 inch. The 1 inch would need to be milled down to fit.

Answer: The label reads: "Double thickness of random width split cedar boards approximately 1" thick with staggered laps." This means that the two layers of cedar boards should total about 1" in thickness.

Each layer should be of the same thickness, so ideally two layers of 1/2" thick cedar boards.