A002_AK_IRR_FORT_1002(1).pdf

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 03/25/2016 N/A AK IRR FORT 1002(1), Ivars Road Bridge Replacement

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

DTFH70-15-B-00026

9B. DATED (SEE ITEM 11)

02/29/2016

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.)

AK IRR FORT 1002(1), Ivars Road Bridge Replacement

Amendment A002 is issued to revise the following:

Revise Page F-14, Subsection 555.18, Erection

ENCLOSURES: Page F-14

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

F-14 DIVISION 550

Special Contract Requirements Project: AK IRR FORT 1002(1), Ivars Road Bridge Replacement

Section 555. — STEEL STRUCTURES

07/20/15–FP14

555.01 Add the following:

This work also consists of the design of all superstructure components and attachments including but not limited to steel bridge superstructure, timber bridge decking, steel bridge railing, and bearing assemblies.

Construction Requirements

555.03A Design. (Added Subsection).

Perform the structural design of the bridge superstructure by or under the supervision of a licensed professional engineer in accordance with the “AASHTO LRFD Bridge Design Specifications”, latest edition.

Perform a load rating of the bridge superstructure by or under the supervision of a licensed professional engineer in accordance with the “Manual for Bridge Evaluation”, latest edition.

Provide a bridge superstructure of the type shown on the plans. Submit preliminary drawings to the CO for pre-approval of shape, member sizes, and maximum camber. Furnish design calculations and supporting data in sufficient detail to permit a structural and safety review of the proposed design.

Provide all drawings and calculations signed and sealed by a licensed professional engineer.

Submit qualification showing that the bridge manufacturer has at least five years of experience designing and fabricating bridges of this type and minimum of five successful bridge projects, of similar construction, each of which has been in service at least three years. Provide a list of projects, bridge size, location, and owner/contact.

555.07 Fabrication. Delete the text of the first sentence of the first paragraph and substitute the following:

Fabricate the structural steel in a fabricating plant that is certified in IBR (Certified Bridge Fabricator – Intermediate (Major)), under the AISC Quality Certification Program.

555.18 Erection. Delete the second sentence of the first paragraph

Use steel erectors certified under the AISC Quality Certification Program. Erect steel according to category CSE (Certified Steel Erector) under the AISC Quality Certification Program.

Revised by Amendment A002