AMENDMENT_2.pdf

1. CONTRACT ID CODE PAGE OF PAGES

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1 3

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NUMBER (if applic.)

Amendment No. 2 06/10/2017

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

USDA Forest Service SW Idaho/Nevada Acquisition Center 1249 South Vinnell Way, Suite 200 Boise, ID 83709-1663

8. NAME AND ADDRESS OF CONTRACTOR 9A. AMENDMENT OF SOLICITATION NUMBER

[X] AG-0261-S-17-0003

9B. DATED (see item 11) 05/08/2017

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (see item 13)

CODE FACILITY

11. THIS ITEM APPLIES ONLY 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 Offers [ ] is extended, [X ] 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 copy(s) 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 amend-ment 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 applicable)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS, IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

[ ] A. THIS CHANGE ORDER IS PURSUANT TO: FAR 52.243-5 Changes and Changed Conditions

The changes set forth in Item 14 are made in the Contract Order Number 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. Contractor [ ] is, [X ] is not required to sign this document and return _____ ___ copy(s) to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION

REFER TO STANLEY LAKE CAMPGROUND IMPROVEMENT PROJECT 2017, Sawtooth NRA, SOLICITATION DATED 05-08-2017 and amend as follows:

1. See attached document

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remain 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)

Karen L. Morthlland , Contracting Officer 15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

__________________________ BY:________________________

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

NSN 7540-01-152-8070 30-105 SF 30 (REV. 10/83)

AMENDMENT #2

Stanley Lake Campground Improvement Project

The following changes have been made to the plans and specifications for the above named project. Please incorporate the following information into your bid.

Part III – List of Documents, Exhibits, and Other Attachments

SECTION J - LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

Support Document B – Project Specifications Section C - Description/Specifications/Statement of Work

Note: There are no buildings being constructed on-site, thus there are no concrete mixtures listed in the drawings for footings, foundation walls, and slabs-on-grade.

Cast-in-place concrete for the various pads, gates, and campground furniture shown in the drawings is considered minor concrete.

SECTION 033000 – CAST-IN-PLACE CONCRETE

SECTION 033000, Part 2 - Products

Delete all of Subsection 2.11 and replace with the following:

2.11 CONCRETE MIXTURES FOR BUILDING ELEMENTS AND MINOR CONCRETE

STRUCTURES

A. Footings: Proportion normal-weight concrete mixture as follows:

1. Minimum Compressive Strength: Per Structural Drawings.

2. Maximum Water-Cementitious Materials Ratio: Per Structural Drawings.

3. Slump Limit: Per Structural Drawings.

4. Air Content: Per Structural Drawings.

B. Foundation Walls: Proportion normal-weight concrete mixture as follows:

1. Minimum Compressive Strength: Per Structural Drawings.

2. Maximum Water-Cementitious Materials Ratio: Per Structural Drawings.

3. Slump Limit: Per Structural Drawings.

4. Air Content: Per Structural Drawings.

C. Slabs-on-Grade: Proportion normal-weight concrete mixture as follows:

1. Minimum Compressive Strength: Per Structural Drawings.

2. Minimum Cementitious Materials Content: Per Structural Drawings.

3. Slump Limit: Per Structural Drawings.

4. Air Content: Per Structural Drawings.

D. Minor Concrete Structures: Proportion normal-weight concrete mixture as follows:

1. Minimum Compressive Strength: 3,000 psi at 28 days.

2. Water/Cementitious Ratio: 0.49 maximum

3. Slump Limit: 4 inches plus or minus 1 inch

4. Air Content: 5 percent, plus or minus 1 percent at point of delivery for 1-inch nominal maximum aggregate size.

SECTION 129410 – RECYCLING RECEPTACLE

SECTION 129410, Part 2 - Products

Delete all of Subsection 2.1_A and replace with the following:

A. Recycle centers shall be 140 gallon animal resistant, double bag combo recycling bins with powder coat paint finish. Model #HB2-Y Hid-A-Bag Double Recycling Enclosure as manufactured by BearSaver U.S.A. Sales, 1390 S. Milliken Ave. Ontario, California 91761 Ph: 1-909-605-1697 or an approved equal.

SECTION 321200 - WARM MIX ASPHALT PAVING

SECTION 321200, Part 2 - Products

Delete the second sentence of Subsection 2.1_A.

Delete all of Subsection 2.2 and replace with the following:

2.2 MIXES

A. Warm-Mix Asphalt. Apply all mix design requirements for Hot Mix Asphalt (HMA) to the development of the WMA design. Dense, warm-laid, warm-mix asphalt plant mixes designed according to one of the following:

1. Superpave asphalt concrete pavment with performance grade asphalt binder PG 58- 28, single Wearing Surface Layer, Leveling, 1/2” Maximum Aggregate Size Mix, ESAL Range 3 to <30 as designed in FP-03, Section 401.

2. Hveem or Marshall designed asphalt mixture Class B, Grading B as designated in FP-03, 1/2” Maximum Aggregate Size Mix, Subsection 402; binder shall be PG 58-28.

3. Idaho Department of Transportation approved mix design, binder shall be PG 58-

28. 1/2” Maximum Aggregate Size Mix.