ITB20261468_Addendum_No._1_7.28.26.pdf

City of Casselberry | Procurement and Contract Management Division 95 Triplet Lake Drive, Casselberry, Florida 32707

Phone: 407-262-7700, Ext. 1142 | procurement@casselberry.org

ITB-2026-1468 PW 2516 Gee Creek Erosion Control Projects

PF-212 8/2024 1

DATE: July 28, 2026

TO: All Bidders/Proposers

FROM: Procurement Department

City of Casselberry Procurement and Contract Management Division

SUBJECT: ITB-2026-1468 PW 2516 Gee Creek Erosion Control Projects

This addendum is issued to provide additional information, clarification, corrections, additions, deletions and/or answers to questions, concerning the above referenced solicitation. All information provided in this addendum is incorporated into the solicitation document as set forth therein. All other parts of the solicitation have been maintained as originally distributed. This addendum supersedes any verbal and/or other instructions given to any bidder/proposer qualified to respond pursuant to the requirements set forth in the solicitation document.

I. DUE DATE

This Addendum does not change the solicitation due date. As such, the solicitation response is due no later than Thursday, August 20, 2026, before 2:00 p.m.

II. QUESTIONS AND ANSWERS (Q&A)

Q1) Is 100% inorganic zinc coating required over the entire surface of each sheet pile, including both faces, the full pile length and interlocks?

A1) Yes, the 100% inorganic zinc primer coating is required on both faces, the full pile length, and the interlocks.

Q2) Is the 16-mil minimum coal-tar epoxy coating required on the ditch/front face only?

A2) Yes, the 16-mil minimum coal-tar epoxy coating is required on the ditch/from face only.

Q3) Please confirm the vertical limits of the coal-tar epoxy coating. Should it extend from the top of the steel sheet pile to:

Elevation 54.00:

One foot below the existing front-side ground elevation;

Five feet below the front-of-wall soil elevation;

The lowest elevation established by these criteria?

A3) The proposed Sheet pile Wall System (Sheet pile + Concrete Cap+ Pipe Collars) is designed with 1 ft steps. The vertical limits for the 16-mil minimum coal-tar epoxy coating shall be required for the top 5 feet of the steel sheet pile. This will result with lower coating limits of an elevation 54 for the longer downstream section, an elevation 55 for the middle section and an elevation 56 for the upstream most section between the bridge and pipe collar.

Q4) Please confirm whether the coal-tar epoxy is to be factory applied before installation and whether damaged areas, cutoffs, and filed welds are to be repaired after driving in accordance with FDOT Section 560.

mailto:procurement@casselberry.org

PF-212 8/2024 2

A4) This is correct, the initial coating shall be factory applied before installation and whether repairs are required to damaged areas, cutoffs and field welds on the steel sheet piles after driving then the coal-tar epoxy coating can be field applied to the repaired areas in accordance with FDOT Section 560. The field applied coal-tar epoxy coating shall extend a minimum of 1 ft in each direction of the repair limits. This includes all field preparations and primer recommended by the coal-tar epoxy manufacturer.

Q5) For coating quantity and pricing, please confirm the applicable wall length. Shet C-5 identifies approximately 170 LF of sheet pile, while the C-6 bid-item schedule identifies 159 LF of steel sheet piling.

A5) Use the quantity noted on C-6 bid-item schedule for 159 LF of steel sheet piling.

ADDITIONS:

N/A

CLARIFICATIONS:

N/A

PF-212 8/2024 3

Respondents must acknowledge receipt of this Addendum by signing this form below and returning it to the Procurement Division prior to the hour and date specified for receipt of bids/proposals or by including this Addendum with your submittal. Failure to comply may result in disqualification of your response.

Acknowledgment is hereby made of Addendum No. 1

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