Addendum No. 2 - ITB 2026-02

Description

Town of Surfside ITB 2026-02 Champlain Towers South Memorial Project Addendum No. 2 Date Issued: February 19, 2026 To All Bidders: This Addendum forms a part of and modifies ITB No. 2026-02. All Bidders shall acknowledge receipt of this Addendum in the space provided on the Bid Form. This Addendum includes responses to bidder questions, clarifications to the Contract Documents, and revised and/or updated plan sheets as identified herein. In addition, please take be advised that the Bid Opening Date and Time are hereby extended and revised as follows: BID OPENING DATE: Monday, March 2, 2026 BID OPENING TIME: 2:00 P.M. (EST) If any Bidder believes that a timely submitted question has not been addressed in this Addendum, the Bidder shall notify the Town Clerk in writing no later than Monday, February 23, 2026. The Town believes that all questions received prior to the established deadline have been addressed herein. No new questions will be accepted after the published deadline. All other terms, conditions, and requirements of the ITB remain unchanged. Attachments: KEITH Engineering RFI Responses and Revised Plan Sheets. BIDDER: NAME: ____________________________ TITLE: ____________________________ DATE: ____________________________ 1 Bid Questions Project Name: Surfside Memorial KEITH Project #: 13784.00 Discussion Items: Bidder’s questions received by 02/10/2026, 2:00 pm. 1. Question: Please confirm that Builders Risk is NOT required. Response: Builder’s Risk insurance is not expressly required under ITB No. 2026-02 at this time. However, pursuant to Section 2.7 of the ITB, the Town reserves the right to require additional insurance coverage, including Builder’s Risk insurance, if deemed necessary prior to contract execution. 2. Question: CU-101… Please confirm scale is 1” = 10’ Response: Correct – scale was labeled incorrectly. Drawing scale is 1” – 10’. 3. Question: S-2.12 Frames 1-6 call for an 8” shotcrete wall tapering to 6” at the radius. 3/LH-506 shows a cast-in-place wall with shotcrete applied to both sides. Please confirm which is correct. Response: The intent of the entire dome structure is to be constructed using shotcrete as shown in the Structural Drawings. The intent of LH-506 is to show an additional artistic shotcrete surface application to provide the finished look. 4. Question: Specification 131223 2.9B is asking for 10% spare nozzles / weir parts. Please clarify what this means as there are no nozzles in the plans.