Amendment 03.doc

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Salmon Airbase
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AG-02NV-S-10-0075
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Amendment 03

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE
PAGE OF PAGES
1
2 44
2. AMENDMENT/MODIFICATION NO.
3. EFFECTIVE DATE
4. REQUISITION/PURCHASE REQ. NO.
5. PROJECT NO. (If applicable)
03
08/13/2010
6. ISSUED BY
CODE
7. ADMINISTERED BY (If other than Item 6)
CODE

US Forest Service Northern Regional Office

Acquisition Management

200 East Broadway

Missoula, MT 59802

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and ZIP Code)
(X)
9A. AMENDMENT OF SOLICITATION NO.

FORMCHECKBOX

AG-02NV-S-10-0075

9B. DATED (SEE ITEM 11)

7/16/2010

FORMCHECKBOX

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE
FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FORMCHECKBOX

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers FORMCHECKBOX is extended, FORMCHECKBOX is not extended.

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 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.

(X)
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.

FORMCHECKBOX

FORMCHECKBOX

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).

FORMCHECKBOX

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

FORMCHECKBOX

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor FORMCHECKBOX is not, FORMCHECKBOX 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.

The purpose of this amendment is to modify:

1) Original Specification 033000- CAST-IN-PLACE CONCRETE and Specification 085200- ALUMINUM CLAD WOOD WINDOWS.

2) Block 13A. of the Standard Form 1442 is changed to read: “Sealed offers in original and 1 copies to perform the work required are due at the place specified in Item 8 by 3:00 p.m. MST local time 8/24/10….

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

DALE R. RECKLEY

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

(Signature of person authorized to sign)

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

30-105
STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amend Specification 033000- CAST-IN-PLACE CONCRETE Modify Section 033000 2.4B as follows:

B. Normal-Weight Aggregates: ASTM C 33, graded, from a single source.

1. Maximum Coarse-Aggregate Size: 1 1/2 inch nominal.

2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

3. Petrographic analysis in accordance with ASTM C 295 shall identify the constituents of the fine and coarse aggregate. Fine and coarse aggregate containing more than the following quantities of constituents shall be considered potentially reactive:

a. Optically strained, microfractured, or microcrystalline quartz exceeding 5.0% (a common constituent of granite and granite gneiss)

b. Chert or chalcedony exceeding 3.0%

c. Tridymite or cristobalite exceeding 1.0%

d. Opal exceeding 0.5%

e. Natural volcanic glass in volcanic rocks exceeding 3.0%

4. Test potentially reactive aggregates ASTM C 1260. If aggregate is found to be reactive, include mediation measures in concrete mix design.

Amend Specification 085200- ALUMINUM CLAD WOOD WINDOWS

Modify Section 085200.2.3.B.1 as follows:

1. Performance Class and Grade: C40

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