Project Information

Bid Title

Myakka River Park Construction Phase 1

Issuing Agency

Charlotte County

Location

Florida

Published Date

Dec 31, 2025

Closing Date

Jan 7, 2026

Government Level

State & Local

Status

Closed

Ref. #

26-117

Original Source

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Bid Inquiries

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Bid Documents

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Project Description

File No:

26-117

Description:

Myakka River Park Construction Phase 1

Contact:

Krista.Vigne@CharlotteCountyFl.gov

File number:

20260117

Due Date:

1/7/2026 12:00:00 AM

Notice:

261171

Package:

261172

Registered Vendors Notified:

261173

Presubmittal Sign-in:

261170

Tabulation:

Recommendation:

Addendum:

261176a 261176b
261176c 261176d

Commodity Codes:

91200, 91226, 91300, 91347, 91371, 91382, 98852, 91000, 90976, 91219, 91223, 91226, 91244, 95935

Attachment Preview

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: DECEMBER 31, 2025

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

RE: ADDENDUM #4, 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

DUE DATE EXTENSION:

BID DUE DATE EXTENDED: BID DUE DATE IS HEREBY EXTENDED TO JANUARY 14, 2026.

ITEM #2

QUESTIONS/ANSWERS:

Q1: The dumpster enclosure detail has 2 different footing details: a monolithic footing with 4 #5 rebar and a

spread footing with 2 #5 rebar. Which one is it?

A1: The spread footing is for the enclosure walls. The monolithic footing is a thickened edge on the

dumpster slab. The intent of the detail is to show a reinforced slab with thickened edge within the

dumpster enclosure. This detail will be revised and reissued for construction showing ½” preformed

expansion joint material between the wall and slab. For clarification, concrete and steel for both footings

should be included in the lump sum bid item for the dumpster enclosure.

Q2: Why isn’t there a bid line item for the importing of the fill dirt?

A2: Fill material shall be included in the Excavation and Embankment bid item which shall include

regular excavation, borrow excavation, subsoil excavation, lateral ditch excavation, channel excavation,

embankment, offsite borrow, and grading, includes hauling, removal and off-site legal disposal or onsite

utilization of all materials, including structures, abandoned utilities, and obstructions, placing and

compacting of all materials, furnishing borrow material, final dressing, and all items of work described

herein. Refer to the Excavation and Embankment Specification.

BID NO. 20260117, ADDENDUM NO. 4

Q3: Please clarify that if the Optional Cover of a Geoweb system (or approved equal) is required or is it optional ?

Please clarify.

A3: The Geoweb and Sod were provided as an option to the shell, but will not be used. Please Bid

6-inches of bank run shell over 12-inches of stabilized subgrade.

Q4: If a Geoweb system is required, may we please be provided with a specification?

A4: Not applicable.

Q5: If a Geoweb system is required, may we please be provided with a bid item & quantity?

A5: Not applicable.

Q6: If a Geoweb system is required, may we please be provided with a plan view showing areas requiring

installation of the Geoweb system with Sod?

A6: Not applicable.

Q7: On pages 05 of 16 on the plans, the legend is blank, and no scale is provided. Please explain.

A7: On Sheet 05 of 16 the Legend appears as show below:

The scale is 1” = 30’ as shown by the north arrow. This is for full size (Arch D size, 24x36) sheets printed

to scale.

Q8: Please consider adding a bid item for Mulch per square feet as per the bid documents.

A8: A line item with an arbitrary quantity of mulch has been added for bid pricing. Please see revised Bid

Form attached. The quantity to be paid under this section shall be the area in square feet of mulch,

measured in place, completed, and accepted. The cost shall include the material, delivery of material,

labor, tools, equipment needed for mulch.

Q9: Is there a required Gopher Tortoise Study to be conducted?

A9: Yes, the County will handle the inspection and any relocation that may need to happen.

ITEM #3

DELETE BID FORM: Please delete Bid Form beginning on Pages 41-49 of the bid package and add the attached

REVISED BID FORM that is attached to this addendum to the bid package.

NOTE TO BIDDERS: Please make sure REVISED BID FORM, ADDENDUM #4, are used when submitting the bid.

Otherwise bid will be deemed non-responsive for incorrect bid form submittal.

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.

for

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

Senior Division Manager - Purchasing

KAC/kv

BID NO. 20260117, ADDENDUM NO. 4

BROOM FINISH

VARIES (SEE PLAN)

MIN. SLOPE: 1/8" = 1'-0"

1/2"R

(TYP)

2"

NOTES:

COMPACTED FILL

1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. REINFORCING SHALL BE FIBER MESH

IN CONCRETE MIX.

2. LIMEROCK SHALL BE COMPACTED TO A FIRM, EVEN SURFACE, TRUE TO GRADE AND CROSS-SECTION, AND BE

MOIST WHEN CONCRETE IS PLACED.

3. SIDEWALK SHALL HAVE CONTRACTION JOINTS AT 5' INTERVALS. CONTRACTION JOINTS MAY BE OF THE OPEN OR

SAWED TYPE. SIDEWALK CONSTRUCTION PROCEDURES OF CONTRACTION JOINTS SHALL CONFIRM TO THE FDOT

SPEC SECTION 522.

4. EXPANSION JOINTS FOR SIDEWALKS SHALL BE PREFORMED 1/2" EXPANSION JOINT MATERIAL PER FDOT SPEC

932-1.1 AND BE INSTALLED BETWEEN THE SIDEWALK AND CURB/DRIVEWAYS, AT FIXED OBJECTS, AT SIDEWALK

INTERSECTIONS, AT ALL POINTS WHERE OPERATIONS CEASE FOR ANY CONSIDERABLE TIME AND AT INTERVALS OF

NOT MORE THAN 120 FEET. CONSTRUCTION PROCEDURES OF EXPANSION JOINTS SHALL CONFORM TO THE FDOT

SPEC SECTION 522.

TYPICAL SIDEWALK DETAIL

(PUBLIC ROAD)

Scale: NTS

12"

6"

1-1/2" ASPHALTIC

CONCRETE (TYPES-III)

2'

CONCRETE WHEEL STOP

6'

12"

(TYP)

12"

(TYP)

2-#5 BARS

1.5' LONG

(TYP)

3/4" DIA. HOLE (2 REQ)

4"

2"

1/2"R (TYP)

2-#4 BARS

(5'-6" LONG)

8"

3,000 P.S.I.

CONCRETE

AFTER 28 DAYS

PRECAST CONCRETE WHEEL STOP

Scale: NTS

7'

SODDING SHOULDER

C/L

10'

TRAVEL

10'

TRAVEL

7'

SHOULDER

SODDING

1.0% (MIN)

1.0% (MIN)

COMPACTION NOTES:

1. THE LIMEROCK BASE SHALL BE COMPACTED TO 98% OF THE MAXIMUM

DENSITY, IN ACCORDANCE WITH AASHTO T-180 .

2. THE 12" STABILIZED SUBGRADE SHALL BE COMPACTED TO 98% OF THE

MAXIMUM DENSITY, PER AASHTO T-180.

3. THE PROPOSED FILL SHALL BE COMPACTED IN 12" LIFTS TO 98% OF THE

MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T-180.

TYPICAL PAVEMENT SECTIONS

NO CURB

Scale: NTS

1

4

VARIES

5'

TOP OF BERM

ELEV. X.XX MIN.

1

4

EXIST. VEGETATION TO REMAIN

MATCH

EXIST.

GROUND

ELEV.

NOTE: SOD TOP AND SIDES OF BERM

BERM DETAIL

Scale: NTS

6"

NOTES:

6"

6" FDOT BANK RUN SHELL

12" STABILIZED BASE (MIN. LBR 40)

CLEAN, STABILIZED 12" BASE. MINIMUM LBR 40, COMPACTED TO 98% T180 AASHTO. THIS REQUIRES RAKING AND

REMOVAL OF PLANT MATERIAL BEFORE COMPACTION, IF PLANT MATERIAL EXISTS WITHIN THE RIGHT OF WAY.

ROAD SHALL BE FINISHED WITH 6" FDOT BANK RUN SHELL, THEN LEVELED AND COMPACTED. OPTIONAL COVER OF

GEOWEB (OR APPROVED EQUAL) AND SOD WITH COUNTY APPROVAL.

SIDE OF ROAD SHOULDER AND DITCHES SHALL BE SODDED AND IF THERE IS NO SUBSTANTIAL EXISTING GRASS,

REMAINING, SHALL HAVE A MINIMUM OF 2" TOPSOIL, AND SHALL BE SEEDED AND MULCHED. AREAS SUSCEPTIBLE

TO EROSION MUST BE SODDED.

THE SLOPE OF CONTIGUOUS PROPERTY MAY NOT EXCEED 3' TO 1'.

LABORATORY TESTS ARE REQUIRED TO SUBSTANTIATE STRUCTURAL SECTION DESIGN. SPECIFICATIONS SHOWN ON

THIS DETAIL ARE MINIMUM REQUIREMENTS. (MIN. DESIGN LOAD SHALL BE 32 TN, BASE AND SUBGRADE SHALL BE

OGB 6).

TYPICAL ROADWAY SECTION

SHELL ROAD

Scale: NTS

12' HANDICAPPED SPACE

5' MIN.

9' STANDARD SPACE

FTP-21-04 & 22-04 HANDICAPPED

SIGN (FDOT) INDEX No. 711-001)

WITH ADDITIONAL 6"H x 12"W SIGN

STATING "$250.00 FINE"

6" WHITE STRIPE

PRECAST CONCRETE

WHEEL STOP

(SEE DETAIL)

6" WHITE STRIPE

HANDICAPPED

SYMBOL

6" BLUE STRIPE

6" BLUE STRIPE SHALL

2" MATCH SHADE 15180 OF

FEDERAL STANDARD 95a

60°'

2"

3-6" WHITE CHEVRONS

EQUALLY SPACED PER

AISLE

12" OR 18"

TYPICAL PARKING SPACE

Scale: NTS

SIGN No. FTP-02-06

WHITE ON BLUE

24" MAX

PARKING BY

DISABLED

PERMIT

ONLY

BLACK ON WHITE

W/1 12" LETTERS

WHITE ON BLUE W/

1-1/2" LETTERS

TOW AWAY ZONE

AND FINE UP TO $250

SIGN No. FTP-22-06

BLACK ON WHITE

W/ 1116" LETTERS

GRADE

REFER TO FDOT DESIGN STANDARDS PLAN

INDEX NO. 700-102, LATEST EDITION

HANDICAP PARKING

SIGN DETAIL

N.T.S.

GRADE

NOTES:

SIGNS TO BE PLACED AT 300' MAXIMUM CENTERS

ADJACENT TO PRESERVE / DEVELOPMENT

INTERFACE AND MAINTAINED IN PERPETUITY.

ENVIRONMENTALLY SENSITIVE LANDS

SIGN DETAIL

Scale: NTS

25.34'

8"

24'

8"

A

24" CONTINUOUS

FOOTING (3 SIDES

TYPICAL)

CONCRETE BOLLARD

(TYPICAL)

SKIMMER SPECIFICATIONS

OIL SKIMMERS AND BAFFLES SHALL BE CONSTRUCTED OF STRUCTURAL REINFORCED PLASTIC OR EQUAL. THE

SKIMMERS INCLUDE THE BLADES, MOUNTING FASTENERS, BRACKETS, POSTS AND ALL ITEMS NECESSARY FOR THE

CONSTRUCTION AND INSTALLATION OF THE COMPLETE SKIMMER. THE SKIMMER WILL BE SHIPPED ASSEMBLED OR

KNOCKED DOWN (KD) WITH SIMPLE ASSEMBLY INSTRUCTIONS.

MATERIAL

COMPONENTS OF THE SKIMMER SHALL BE FIBERGLASS REINFORCED THERMOSETTING RESIN, 40% NOMINAL GLASS

CONTENT, MEETING OR EXCEEDING THE PHYSICAL PROPERTIES LISTED BELOW. THE ENFORCEMENTS SHALL CONSIST OF

A COMBINATION OF UNIDIRECTIONAL FIBERGLASS ROVING, CONTINUOUS STRAND MAT, AND POLYMERIC SURFACING

VEIL. ALL COMPONENTS SHALL HAVE A SMOOTH, CLEAN MOLDED FINISH ON ALL SURFACES. THE RESIN SHALL BE A

CORROSION RESISTANT GRADE OF ISOPHTHALIC POLYESTER HAVING ULTRAVIOLET (UV) LIGHT INHIBITORS AND 25%

ASP 400 CLAY PROPERTY ENHANCERS. COLOR SHALL BE OPAQUE OLIVE DRAB “DISAPPEARING” GREEN OR EQUIVALENT.

THICKNESS

COMPOSITE SKIMMER AND WEIR PLATES SHALL NORMALLY BE 3/16” AND POSTS ¼” UNLESS OTHERWISE SPECIFIED.

COMPOSITE SKIMMER BLADES

SKIMMER BLADES SHALL BE FABRICATED FROM STRUCTURAL FIBERGLASS FLAT PLATE AND ANGLES. ALL JOINTS WILL BE

BONDED AND BOLTED FOLLOWING PROCEDURES AS SPECIFIED BY THE MANUFACTURER.

SUPPORT BRACKETS

SUPPORT BRACKETS WILL BE FABRICATED FROM THE SAME GRADE AND STRUCTURAL FIBERGLASS AS THE SKIMMER

BLADE.

POST MOUNTED SKIMMERS

FREESTANDING SUPPORT POST DESIGNS SHALL BE STRUCTURAL FIBERGLASS 2 ½” OR 3” X ¼” SQUARE TUBING.

FIBERGLASS SKIMMER PLATE SHALL BE ATTACHED TO POSTS BY MEANS OF STAINLESS STEEL THRU BOLTS WITH

WASHERS.

PHYSICAL PROPERTIES

THE STRUCTURAL MATERIALS SHALL EXHIBIT THE FOLLOWING PHYSICAL PROPERTIES:

PROPERTYTEST METHODUNITLONGITUDINAL TRANSVERSETENSILE STRENGTHASTM D638PSI34,00020,000TENSILE

MODULESASTM D638PSI X 1062.41.5FLEXURAL STRENGTHASTM D790PSI34,000 30,000FLEXURAL MODULESASTM

D790PSI X 1061.6.8IZOD IMPACTASTM D256FT-LB/IN3015COMPRESSIVE STRENGTHASTM D256PSI35,000

20,000COMPRESSIVE MODULESASTM D696PSI2.51.5SHEAR STRENGTHASTM D732PSI12,000 12,000COEFFICIENT

OF:THERMAL EXPANSIONASTM D696IN/IN/OC1.5** WATER ABSORPTIONASTM D670MAX %.6**

6"

6"

P.V.C.

THREADED

CAP

LIMITS OF

6"

UNDERDRAIN

QUANTITY

1' MIN.

SEE TABLE

FOR REQUIRED

LENGTHS

P.E. UNDERDRAIN WRAPPED

IN FILTER FABRIC TO EXTEND

AT LEAST 1' ONTO PVC PIPE

& CLAMPED IN PLACE WITH

2 STAINLESS STEEL HOSE

CLAMPS

FILTER FABRIC TO EXTEND PAST P.E.

UNDERDRAIN & CLAMPED IN PLACE

WITH ONE STAINLESS STEEL HOSE

CLAMP

CLEANOUT DETAIL FOR SINGLE

UNDERDRAIN FILTER SYSTEM

Scale: NTS

6" CONCRETE SLAB

A

CONCRETE SHALL HAVE A

COMPRESSIVE STRENGTH OF

4000 psi IN 28 DAYS.

REINFORCEMENT SHALL BE 6"x6"

#10/10 WELDED WIRE FABRIC

PLAN

12" PREFORMED EXPANSION

JOINT MATERIAL

CONC.

SLAB

Slope

BROOM FINISH

6"x6" # 10/10 WELDED

WIRE MESH

PAVEMENT TO BE

FLUSH W/ CONCRETE

SLAB

14"x23" ERCP

A

A

PLAN

12"

TOP EL.: 4.92'

(4)-#5 BARS

CONTINUOUS

12"

THE PROPOSED FILL SHALL BE

COMPACTED IN 12" LIFTS TO 95%

MAXIMUM DENSITY IN ACCORDANCE

WITH AASHTO T-180 AND THE

ENGINEER'S TECHNICAL SPECIFICATIONS

SECTION A-A

DUMPSTER PAD DETAIL

Scale: NTS

3'-0"

SECTION A-A

14"x23" ERCP

INV.: 3.1'

TYPE "C" CONTROL STRUCTURE WITH BAFFLE

Scale: NTS

1

REV #

REVISIONS PER CLIENT COMMENTS

REVISION

DRAWN

CHECKED

DATE

December 30, 210:0295 PMK:\2015\150058.00.01 Myakka River Park Master Site Plan\0005 Construction Document And Permitting Phase\Current Plans\Sheet Files\06 1500580001 CD01.dwg

19790 Wellen Park Blvd, Suite 204 DATE:

HORIZ. SCALE (FULL):

JULY, 2023

#########

Venice, Florida 34293

SEC:

TWP: RGE: HORIZ. SCALE (HALF):

(941) 499-3630 FAX: (239) 597-0578 29 40 S 21 E

1" = ###'

www.consult-rwa.com

DESIGNED:

Florida Certificates of Authorization

JBB

EB 7663 LB6952

DRAWN:

JSH

VERT. SCALE (FULL):

N/A

VERT. SCALE (HALF):

N/A

CLIENT:

TITLE:

BOARD OF COUNTY COMMISSIONERS

CHARLOTTE COUNTY, FLORIDA

CONSTRUCTION DETAILS

PROJECT:

MYAKKA RIVER PARK

PROJECT NO.:

150058.00.01

FILE NAME:

06 1500580001 CD01

SHEET NUMBER:

09 OF 16

TIMOTHY E. ROANE, P.E.

FLORIDA LICENSE NO. 63113

REVISED BID FORM

MYAKKA RIVER PARK CONSTRUCTION PHASE 1

BID NO. 20260117

TO: Senior Division Manager - Purchasing

Board of County Commissioners

Charlotte County Administration Center

18500 Murdock Circle

Port Charlotte, Florida 33948-1094

The undersigned, as bidder, does hereby declare that he has read the Request for Bids, Instructions to Bidders, General

Provisions, Special Provisions, Technical Specifications & Conditions, Insurance, Safety & Health Requirements, Bid Form,

Plans, Permit Fees, MOT Policy, and any other documentation for

MYAKKA RIVER PARK CONSTRUCTION PHASE 1

and further agrees to furnish all items listed on the attached Bid Form in accordance with the unit price(s) submitted. The

above specified documents are herein incorporated into the Bid Form and shall be defined as the contract documents.

TOTAL AMOUNT:

(TYPE/PRINT)

$

(NUMERIC)

Completion Time: 150 calendar days.

Liquidated Damages $1,690 per calendar day.

Please indicate by (√) that you have included the following documentation with your bid:

( ) Certified/Registered General, Certified/Registered Building Contractor, or Certified Specialty Structure

NOTE: In accordance with Florida Statues, Section 119.071(1)(b)2: Sealed bids, proposals, or replies received by an agency

pursuant to a competitive solicitation are exempt from s. 119.071(1)(b)2 and s. 24(a), Art. I of the State Constitution, except as

provided by Florida Statutes 255.0518, until such time as the agency provides notice of an intended decision or until 30 days

after opening the bids, proposals, or final replies, whichever is earlier. Upon release of the intended decision, if you wish to

obtain the quote results, you may do so by visiting our Website at http://purchasingbids.charlottecountyfl.gov/ under

“Purchasing Bids Online”, document number 261174. No information regarding the submittal will be divulged over the

telephone.

OPTIONAL ELECTRONIC BID SUBMISSIONS: If your firm would like to submit your bid electronically, please visit

http://bit.ly/3TYAyKa and follow given instructions.

Name of Bidder:

(This form to be returned)

**REVISED BID FORM** 41

BID No. 20260117

SCHEDULE OF BID ITEMS FOR MYAKKA RIVER PARK CONSTRUCTION PHASE 1:

BID ITEM # DESCRIPTION

EST.

UNIT QTY

UNIT PRICE

GENERAL

2

Prevention, Control, and Abatement of Erosion

and Water Pollution

LS

1$

3

Maintenance of Traffic (At Gallagher Boulevard) LS

1$

EXTENDED PRICE

$

$

4

Surveying – Construction Stakeout

5

Surveying – As-Built Drawings

6

Geotechnical Testing

EARTHWORK

7

Clearing and Grubbing

8

Excavation/Embankment (Dry Pond and 700LF

of Front Swale)

PAVING

9

10

11

12

13

14

15

16

17

18

3/4" Asphaltic Concrete Type S-III (Initial Lift)

3/4" Type S-III asphalt (Final Lift)

8" Thick CCA Base, (LBR of 150 min.)

compacted to 98% max density per AASHTO T-

180

12" Stabilized Sub-Base (LBR 40 min)

compacted to 98%max density per AASHTO T-

180

6" FDOT Bank Run shell (Base Group 4)

Concrete Wheel Stop

Concrete, Multi-Purpose Trail/Sidewalks, 10-foot

& 6-foot wide Trail (6" thick)

Dumpster Enclosure

Pavement Markings

Traffic Control Signage

DRAINAGE

19

20

21

22

23

24

25

26

14"x23" Class III ERCP Storm

19"x30" Class III ERCP Storm

24"x38" Class III ERCP Storm

14"x23" MES (CD)

19"x30" MES (SD)

24"x38" MES (CD)

8'x8'x9" Rip-Rap at existing swale crossing,

11±30

Control Structure Type C (with Perimetral Baffle)

LS

1$

$

LS

1$

$

LS

1$

$

SUBTOTAL FOR GENERAL $

AC

4$

$

LS

1$

$

SUBTOTAL FOR EARTHWORK $

TN

77 $

$

TN

77 $

$

TN 704 $

$

SY 7,981 $

$

TN 1,400 $

$

EA

33 $

$

SY 1,970 $

$

LS

1$

$

LS

1$

$

LS

1$

$

SUBTOTAL FOR PAVING $

LF

88 $

$

LF

192 $

$

LF

64 $

$

EA

4$

$

EA

4$

$

EA

2$

$

SY

10 $

$

EA

1$

$

SUBTOTAL FOR DRAINAGE $

Name of Bidder:

(This form to be returned)

**REVISED BID FORM** 42

BID No. 20260117

Commodity Codes

• NAICS 236220Commercial and Institutional Building Construction
• NAICS 237990Other Heavy and Civil Engineering Construction
• NAICS 541330Engineering Services

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