Project Information

Bid Title

Runway 9-27 Extension - RFP 2026-01-AP Addendum #4

Issuing Agency

City of DeFuniak Springs

Location

Florida

Published Date

Mar 6, 2026

Closing Date

Mar 10, 2026

Government Level

State & Local

Status

Closed

Original Source

Join to Access Full Details

Bid Inquiries

Join to Access Full Details

Bid Documents

Join to Access Full Details

Project Description

1. Runway 9-27 Extension - RFP 2026-01-AP

1. Project Manual
2. Plans
3. Bid Form (Updated 3/3/2026)
4. Paper Notice
5. Addendum #1
6. Addendum #2
7. Addendum #3
8. Addendum #4

Attachment Preview

4211 West Boy Scout Blvd.

Suite 290

Tampa, FL 33607

TEL 813.509.2416

w w w .Ga r ve r U SA.com

ADDENDUM NO. 4 (FINAL)

Date: Friday, March 6, 2026

Project Name: Runway 9-27 Extension

Owner: City of DeFuniak Springs

Owner Project No: RFP 2026-01-AP

Garver Project No: 2300226

This addendum shall be a part of the Plans, Contract Documents and Specifications to the same extent as

though it were originally included therein, and it shall supersede anything contained in the Plans, Contract

Documents, and Specifications with which it might conflict. This addendum, including all attachments, shall

become part of the Contract and all provisions of the Contract shall apply thereto. The time provided for

completion of the Contract has not been changed as noted in this addendum. Acknowledgement of receipt of

this addendum must be noted in the appropriate section of the Bid Form and included with the Contract

Documents.

The bid submission deadline is not revised as part of this Addendum.

A. QUESTIONS AND ANSWERS

1. Question: We have a question about spec P-211. It calls for an LBR of 125. From our experience lime

rock does not achieve that high of an LBR. Would crushed concrete or GAB be a suitable substitute?

Answer: The use of P-209 Crushed Aggregate Base Course may be used in lieu of P-211 Lime Rock

Base Course at the Contractor’s discretion at no additional cost. Payment for the use of P-209 in lieu of

P-211 will be made in accordance with the P-211 item. Refer to the attached Specification P-209

Crushed Aggregate Base Course.

2. Question: Is the referenced project still scheduled to bid March 10 at 1:00 PM? Also, I would like to

know how bidders are being notified of addendums.

Answer: The Bid Opening remains Tuesday, March 10, 2026 at 1:00 PM CT as indicated in Addendum

No. 2. All addenda are issued through the City of DeFuniak Springs Requests for Bids, Qualifications

and Proposals website here: https://www.defuniaksprings.net/1230/Bids-RFPs. Addendum No. 4 is the

final addendum for this project.

RFP 2026-01-AP Addendum No. 4 (Final)

Date: Friday, March 6, 2026

B. PROJECT MANUAL

1. Remove the following sections in their entirety, and replace with the same, attached hereto (revisions are

depicted in track changes format for ease of reference):

a. 00 01 10 Table of Contents

2. Insert the following new sections in their entirety:

a. P-209 Crushed Aggregate Base Course

C. DRAWINGS

3. None

By:

Matthew Serynek, PE

Project Manager

Attachments:

• Project Manual

o 00 01 10 Table of Contents

o P-209 Crushed Aggregate Base Course

END OF ADDENDUM NO. 4

Garver Project No. 2300226

Page 2

DeFuniak Springs Municipal Airport (54J)

Runway 9-27 Extension

00 00 01

00 01 10

00 01 20

00 11 00

00 21 00

00 22 13

00 41 00

00 43 13

00 43 36

00 43 43

00 45 13

00 45 46

00 51 00

00 52 00

00 55 00

00 61 13

00 61 16

00 65 16

00 72 00

01 00 00

C-100

C-102

C-105

C-110

P-101

P-151

P-152

P-154

P-209

P-211

P-403

P-602

P-603

P-608

P-610

P-620

F-162

RUNWAY 9-27 EXTENSION

00 01 10 TABLE OF CONTENTS

CONTRACT DOCUMENTS AND GENERAL REQUIREMENTS

BIDDING REQUIREMENTS

CERTIFICATIONS

TABLE OF CONTENTS

CHANGES TO FDOT SPECIFICATIONS

ADVERTISEMENT FOR BIDS

INSTRUCTIONS TO BIDDERS

BIDDER’S CHECKLIST OF REQUIRED ITEMS

BID FORM

BID BOND

LIST OF PROPOSED SUBCONTRACTORS

WAGE RATES

QUALIFICATIONS STATEMENT

BIDDER CERTIFICATIONS

CONTRACT DOCUMENTS

NOTICE OF AWARD

CONTRACT BETWEEN OWNER AND CONTRACTOR FOR CONSTRUCTION

CONTRACT

NOTICE TO PROCEED

PERFORMANCE BOND

PAYMENT BOND

CERTIFICATE OF SUBSTANTIAL COMPLETION

CONDITIONS OF THE CONTRACT

FDOT GENERAL PROVISIONS

TECHNICAL SPECIFICATIONS

CHANGES TO FDOT SPECIFICATIONS

CONTRACTOR QUALITY CONTROL PROGRAM (CQCP)

TEMPORARY AIR AND WATER POLLUTION, SOIL EROSION, AND SILTATION

CONTROL

MOBILIZATION

METHOD OF ESTIMATING PERCENTAGE OF MATERIAL

WITHIN SPECIFICATION LIMITS (PWL)

PREPARATION/REMOVAL OF EXISTING PAVEMENTS

CLEARING AND GRUBBING

EXCAVATION, SUBGRADE, AND EMBANKMENT

SUBBASE COURSE

CRUSHED AGGREGATE BASE COURSE

LIME ROCK BASE COURSE

ASPHALT MIX SURFACE PAVEMENT

EMULSIFIED ASPHALT PRIME COAT

EMULSIFIED ASPHALT TACK COAT

EMULSIFIED ASPHALT SEAL COAT

CONCRETE FOR MISCELLANEOUS STRUCTURES

RUNWAY AND TAXIWAY MARKING

CHAIN-LINK FENCE

Addendum No. 4

00 01 10-1

Garver Project No. 2300226

DeFuniak Springs Municipal Airport (54J)

Runway 9-27 Extension

L-108

L-110

L-115

L-125

SS-110

SS-120

SS-300

SS-301

SS-305

SS-310

SS-350

UNDERGROUND POWER CABLE FOR AIRPORTS

AIRPORT UNDERGROUND ELECTRICAL DUCT BANKS AND CONDUITS

ELECTRICAL MANHOLES AND JUNCTION STRUCTURES

INSTALLATION OF AIRPORT LIGHTING SYSTEMS

SUPPLEMENTAL TECHNICAL SPECIFICATIONS

STANDARD SPECIFICATIONS

CONSTRUCTION SAFETY AND SECURITY

BASIC ELECTRICAL REQUIREMENTS

ELECTRICAL DEMOLITION WORK

DIRECTIONAL BORING

AIRPORT LIGHTING SYSTEMS

AUTOMATIC GATE OPERATORS

APPENDICES

APPENDIX A - CONSTRUCTION SAFETY AND PHASING PLAN

Addendum No. 4

00 01 10-2

Garver Project No. 2300226

DeFuniak Springs Municipal Airport (54J)

Runway 9-27 Extension

FDOT Standard Specifications for Construction of

General Aviation Airports

July 2019

ITEM P-209 CRUSHED AGGREGATE BASE COURSE

DESCRIPTION

209-1.1 This item consists of a base course composed of crushed aggregate base constructed on a

prepared course in accordance with these specifications and in conformity to the dimensions and typical

cross-sections shown on the plans. This item may be used in lieu of P-211 Lime Rock Base Course at the

Contractor’s discretion.

MATERIALS

209-2.1 Crushed aggregate base. Crushed aggregate shall consist of clean, sound, durable particles of

crushed stone, crushed gravel, and shall be free from coatings of clay, silt, organic material, clay lumps or

balls or other deleterious materials or coatings. The method used to produce the crushed gravel shall result

in the fractured particles in the finished product as consistent and uniform as practicable. Fine aggregate

portion, defined as the portion passing the No. 4 (4.75 mm) sieve shall consist of fines from the coarse

aggregate crushing operation. The fine aggregate shall be produced by crushing stone, gravel that meet

the coarse aggregate requirements for wear and soundness. Aggregate base material requirements are

listed in the following table.

CRUSHED AGGREGATE BASE MATERIAL REQUIREMENTS

Material Test

Requirement

Standard

Coarse Aggregate

Resistance to Degradation

Loss: 45% maximum

ASTM C131

Soundness of Aggregates

by Use of Sodium Sulfate or

Magnesium Sulfate

Loss after 5 cycles:

12% maximum using Sodium sulfate - or -

18% maximum using magnesium sulfate

ASTM C88

Percentage of Fractured

Particles

Minimum 90% by weight of particles with at least two

fractured faces and 98% with at least one fractured

face1

ASTM D5821

Flat Particles, Elongated

Particles, or Flat and

Elongated Particles

10% maximum, by weight, of flat, elongated, or flat

and elongated particles 2

ASTM D4791

Clay lumps and friable

particles

Less than or equal to 3 percent

ASTM C142

Fine Aggregate

Liquid limit

Less than or equal to 25

ASTM D4318

Plasticity Index

Not more than five (5)

ASTM D4318

1 The area of each face shall be equal to at least 75% of the smallest mid-sectional area of the piece.

When two fractured faces are contiguous, the angle between the planes of fractures shall be at least

30 degrees to count as two fractured faces.

2 A flat particle is one having a ratio of width to thickness greater than five (5); an elongated particle is

one having a ratio of length to width greater than five (5).

209-2.2 Gradation requirements. The gradation of the aggregate base material shall meet the

requirements of the gradation given in the following table when tested per ASTM C117 and ASTM C136.

The gradation shall be well graded from coarse to fine and shall not vary from the lower limit on one sieve

to the high limit on an adjacent sieve or vice versa.

Addendum No. 4

P-209-1

Garver Project No. 2300226

* Disclaimer: Government BidHub provides information on bids, RFPs (Requests for Proposals), and RFQs (Requests for Qualifications) solely for convenience and informational purposes. This site is not an official public notice board. For official details, responses, or inquiries, please contact the relevant government agency directly.