A002_WY_PRA_YELL_10(17).pdf

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WY PRA YELL 10(17), Grand Loop Road, Norris to Golden Gate, Phase 1
Solicitation number
DTFH70-13-R-00004
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A002 WY PRA YELL 10(17)

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

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

A002 2/21/2014 N/A WY PRA YELL 10(17), Grand Loop Road, Norris to Golden Gate, Phase I

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

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

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

X

DTFH70-13-R-00004

9B. DATED (SEE ITEM 11)

01/24/2014

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

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 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 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)

N/A

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.

N/A

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)

N/A

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

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

WY PRA YELL 10(17), Grand Loop Road, Norris to Golden Gate, Phase I

SEE PAGE 2 FOR REVISIONS

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) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

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

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

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

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A002, dated 02/21/2014 WY PRA YELL 10(17) Solicitation No. DTFH70-13-R-00004 Grand Loop Road, Norris to Golden Gate, Phase I

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIRMENTS

Page G-20: Adds clarification of the treatment of the pedestrian rail.

PLANS

Sheet S.19: - Added Timber Railing Notes 4 and 5

- Added min. to log diameter dimensions

- Added min. to other associated dimensions to account for material tolerance.

Sheet S.20 - Added min. to log diameter dimensions

- Added min. to log radii dimensions

ENCLOSURES

Page:

G-20

Plan Sheets:

S.19 through S.20

G-20

Special Contract Requirements Project: WY PRA YELL 10(17), Grand Loop Road, Norris to Golden Gate, Phase I

03USC01/01/04

Section 716. — MATERIALS FOR TIMBER STRUCTURES

716.01 Untreated Structural Timber and Lumber. Add the following:

Furnish landscaping logs meeting the requirements of Subsection 201.04.

Furnish logs for use under Subsection 716.03 that are seasoned, straight, and sound. Use Coastal Douglas-Fir, Western Hemlock, Western Red Cedar, White Fir, or Pine. Logs that taper in excess of 1.5 inches will not be permitted. Remove all outer bark and at least 80% of the inner bark. Peeler marks on visible portions of logs will not be allowed. Do not use logs having season checks, singular or any two opposite each other that exceed ½ the thickness of the member. Furnish logs free of knot clusters; sound, tight, well-spaced knots are acceptable.

716.02 Hardware. Delete the text of the second paragraph and add the following:

Use nuts and bolts with hex-heads or approved equal. Use a standard commercial type of cut or round nail. Use cut, round, or boat spikes as specified.

Furnish hardware that does not experience accelerated corrosion from the treated wood preservative(s) used under Subsection 716.03.

716.03 Treated Structural Timber and Lumber. Add the following:

Furnish structural timber and lumber meeting Subsection 716.01 requirements that is treated with an EPA-Approved preservative according to AWPA Standard UC4B; and is deemed best compatible by the preservative manufacturer with the following materials. Do not treat pedestrian railing elements with Chromated Copper Arsenate (CCA).

(a) Powder coating specified under Subsection 566.09;

(b) Paint material specified under Section 708; and

(c) Hardware specified under Subsection 716.02.

Revised by Amendment A002

, min.

, min.

, min.

min.

min.

5.

4.

shown are minimum dimensions.

Bridge railing diameters and radii to ASTM D2899 or ASTM D3957.

Provide timber rails conforming

Revised by Amendment No. 0022 min.

min.

Revised by Amendment No. 0022 m in m in m in m in

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