Addendum No.3 – ITB 26-23-214657 Bridge 158.7 Replacement.pdf

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Attached to
ITB 26-23-214657 ARRC BRIDGE 158. 7 REPLACEMENT
Solicitation number
ITB 26-23-214657 ARRC BRIDGE 158.7 REPLACEMENT
Issued by
Anchorage Municipality, Alaska

About this file

Addendum No. 3 is a clarification document issued by the Alaska Railroad Corporation (ARRC) in response to bidder questions for ITB 26-23-214657 regarding Bridge 158.7 Replacement construction. The addendum addresses two specific questions: the availability of as-built drawings for the existing bridge and the feasibility of modifying pile configurations at the abutments. ARRC provided preliminary bridge plan sets (Std 100-10 and Std 100-11) in response to the first inquiry. Regarding the second question, ARRC clarified that pile configuration at the abutments is required to be two rows of three piles of either 12-inch or 16-inch diameter, as specified on page 24 of the geotechnical report, thereby declining the bidder's request for a single row of 16-inch diameter piles. The document requires bidders to acknowledge receipt of this addendum and all prior addenda in their Supply Bid Form (Form 395-0129).

The addendum was issued on July 2, 2026, and represents a routine clarification mechanism for the ongoing competitive bidding process. No pricing modifications, set-asides, or funding changes are introduced in this addendum. Contact for questions and addendum acknowledgment should be directed to Sarah Wallace, Contract Administration Specialist at the ARRC, via email at wallaces@akrr.com or by phone at (907) 265-2425 or (907) 744-0031.

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ALASKA RAILROAD CORPORATION

327 W. Ship Creek Ave.

Anchorage, AK 99501 wallaces@akrr.com

Phone (907)265-2425 Cell (907)744-0031

ADDENDUM NO. 3

Invitation to Bid (ITB) 26-23-214657 Bridge 158.7 Replacement Alaska Railroad Corporation Date: July 2, 2026

This Addendum is issued to provide clarification in response to bidder questions. All other terms and conditions of the referenced solicitation remain unchanged.

QUESTION AND ANSWERS:

10. Can the ARRC provide As-builts for the existing bridge?

Attached are 2 old standard plans that are most representative of the existing bridge, along with a clear layout of the existing bridge lacking some key dimensions.

ATTACHMENTS: Preliminary BR 15837 Plan Set; Std 100-10; and Std 100-11.

11. Per CBD Standard Drawings, 12 of 20, Note 3. would the ARRC consider allowing a Single Row 16” Diameter Piles at the Abutments?

The pile configuration at the abutments is required to be two rows of three piles of either 12” or 16” pile. See page 24 of the geotechnical report.

Please acknowledge receipt of this and all addenda in your firms Supply Bid Form (Form 395-0129).

Sincerely, Contract Administration Specialist Alaska Railroad Corporation mailto:wallaces@akrr.com

ADDENDUM NO. 3
QUESTION AND ANSWERS:

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