Myakka River Park Construction Phase 1

Agency:	Charlotte County
State:	Florida
Type of Government:	State & Local
NAICS Category:	236220 - Commercial and Institutional Building Construction 237990 - Other Heavy and Civil Engineering Construction 541330 - Engineering Services
Posted Date:	Jan 13, 2026
Due Date:	Jan 14, 2026
Solicitation No:	26-117
Original Source:	Please Login to View Page
Contact information:	Please Login to View Page
Bid Documents:	Please Login to View Page

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PURCHASING DIVISION

Charlotte County Administration Center

18500 Murdock Circle, Suite 344

Port Charlotte, Florida 33948-1094

Phone 941.743.1378

Fax 941.743.1384

TO: PROSPECTIVE BIDDERS

DATE: JANUARY 13, 2026

BID OPENING DATE: JANUARY 14, 2026, AT 2:00 p.m. (EST)

RE: ADDENDUM #5, BID NO. 20260117, MYAKKA RIVER PARK CONSTRUCTION PHASE 1

Bidders are hereby notified that this addendum shall be made a part of the above-named proposal and contract documents.

The following is issued to modify, and/or clarify the proposal and contract documents. These items shall have the same force and

effect as the original bid and contract documents, and bids to be submitted on the specified date shall conform with the additions,

deletions and revisions as listed herein.

ITEM #1

QUESTIONS/ANSWERS:

Q1: For pay item #25, does this quantity include all rip rap onsite?

A1: For rip rap, the revised quantity is 40 square yards of rip rap. There is 15 square yards of rip rap in

the ditch and 25 square yards of rip rap at the spillway located near the trail head parking (sta 13+00).

Plans will be revised to reflect these revisions. See correction in ITEM #2.

Q2: Pay item #25 looks like we should have 5 14"x23" MES, is this an error?

A2: The plan includes three (3) 14”x23” MES, four (4) 19”x30” MES, and two (2) 24”x38” MES.

Q3: Volume on the legend for 8" CCA base seems light.

A3: The unit for Crushed Concrete Aggregate (CCA) base is in Tons assuming 1.4 tons per cubic yard.

Q4: Pay item #15 seems light, is this quantity correct?

A4: Pay item #15 is for the concrete paths/walkways (6-10 feet wide). The quantity listed is 1,970 square

yards which equates to 17,730 square feet.

Q5: Bank run shell areas show striping & wheel stops. Is this correct? Is the shell area meant to be asphalt?

A5: Bank run shell parking areas will have wheel stops, but will not be striped. The spaces are shown for

dimensional clarity for the purposes of plans review. Shell will not be striped.

Q6: What are the unidentified squares shown by the walking path & handicap parking?

A6: The squares are identified on Sheet 06 as “Trash Receptacles” and will be provided by the County.

Q7: LBR & subgrade plans show LBR 40, usually this is LBR 70. Is this correct?

A7: LBR 40 is for Type B stabilization of subgrade. LBR 70 is used for granular base. The typical roadway

section for Shell Road has been revised to specify Type B stabilized subgrade LBR 40, with 6” of FDOT

Bank Run Shell base.

BID NO. 20260117, ADDENDUM NO. 5

ITEM #2

Q8: Can 8" FDOT bank run shell be used in lieu of 8" CCAA Base for Item #11?

A8: Crushed Concrete Aggregate Base is specified due to the presence of the Seasonal High Water

Table. Bank Run Shell or other Limerock base materials are not considered acceptable alternatives under

Asphalt.

CORRECTION: The page 47 of the **REVISED BID FORM**, line 25 of the Drainage section ‘8’x8’x9” Rip-rap at

existing swale crossing, 11±30’. Please strikethrough the description and QTY (10) and add ‘Rip-rap (9”

thickness) with filter fabric’ and QTY (40).

This addendum is binding and is to be considered as if contained within the original bid documents of Bid No. 20260117. Bidders

are required to acknowledge receipt of this addendum on their bid forms.

Kimberly A. Corbett, C.P.M., CPPB

Senior Division Manager - Purchasing

KAC/kv

BID NO. 20260117, ADDENDUM NO. 5

This page summarizes the opportunity, including an overview and a preview of the attached documents.

Myakka River Park Construction Phase 1

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