Project Information

Bid Title

Kings Highway Widening

Issuing Agency

Charlotte County

Location

Florida

Published Date

Jan 13, 2026

Closing Date

Jan 14, 2026

Government Level

State & Local

Status

Closed

Ref. #

26-066

Original Source

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Bid Inquiries

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Bid Documents

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Project Description

File No:

26-066

Description:

Kings Highway Widening

Contact:

Michael.Gallagher@charlottecountyfl.gov

File number:

20260066

Due Date:

1/14/2026 2:00:00 PM

Notice:

260661

Package:

260662

Registered Vendors Notified:

260663

Presubmittal Sign-in:

260660

Tabulation:

Recommendation:

Addendum:

260666a 260666b
260666c

Commodity Codes:

91300, 91327, 91350, 91356, 91395

Attachment Preview

Charlotte County Purchasing Department

18500 Murdock Circle, Suite 344

Port Charlotte, Florida 33948-1094

Phone 941.743.1378

Fax 941.743.1384

JANUARY 7, 2026

TO: PROSPECTIVE BIDDERS

RE: BID 20260066, KINGS HIGHWAY WIDENING, ADDENDUM NO. 3

BID DUE DATE: JANUARY 14, 2026 @ 2:00 PM EST

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 - In response to Q6-On Page U-6, the 12” WM is tying into a 6” and 10” Watermains. There are short sections of pipe

(6” and 10”) that there is not a bid item for. Can the 12” line continue and be reduced at the connection? By doing this

only a reducer would need to be added. Can the plans be updated to show this? We wont be bidding what is on the plans

by doing this?

A1 - There are multiple ways to make the connections in question, with the suggested scenario already approved. All

bidders are advised to bid those items in the bid sheet. Revised plans will not be provided prior to bid. Please note these

bid questions and responses become part of the contract documents.

Q2 - It is noted that the contractor is responsible for litter removal. How is that to be paid? Or can items be added for

mowing and litter removal?

A2 – Per TS-22 litter removal and mowing is inherent to the performance turf (sod) pay item. Additional pay items will not

be added.

Q3 - Will the county provide a laydown area for the contractor or recommend an area?

A3 - No. Contractor will be responsible for any lay down/staging areas they feel necessary outside the County ROW or

County owned land within the project limits. Any such use of private property shall require written approval from the

property owner prior to use.

Q4 - Will asphalt and fuel price adjustments be applicable to this project?

A4 – No, this will not be applicable.

Q5 - Is there a cross section of pond 100 with earthwork calculations?

A5 - No. Pond cross sections are included in the plans however, given the small and irregular shape, the pond earthwork

was based off average end area at top and bottom, not the cross sections.

Q6 - Currently on the roadway, there are thermo-plastic markings. Will thermo-plastic be expected to be supplied? Can a

pay item be added for this item?

A6 - No. All striping shall be paint.

BID NO. 20260066, ADDENDUM NO. 2

Q7 - On the Erosion control plans indicate there are synthetic hay bales to be installed and there is not a bid item. Can

one be added?

A7 - 104-18 Inlet Protection System has been added to the bid form. See revised bid form attached.

Q8 - Roadway Plans Indicate the separator being built on stabilized subgrade. FDOT Specs show traffic separators built

on asphalt or Stabilized Subgrade/Base. Which will be required?

A8 – Traffic separators shall be placed on stabilized subgrade at a minimum. If the contractor chooses it may be placed

on base or asphalt as well at no additional expense to the County.

Q9 - At the beginning of the project at the Walmart intersection, where there is an existing median, heading southwest

towards I-75, will all four lanes to be maintained during phase and 2 Lane Northeast travel lanes included?

A9 - No. The County prefers 4 lanes remain open as much as possible, but it is assumed that traffic will need to be

reduced to two lanes (1 lane in each direction) for certain operations. Contractor should make every effort to minimize

these lane restrictions and to have them occur during off peak hours as much as possible. The contractor’s MOT plans

should account for the necessary lane shifts and temporary signal modifications, i.e. shifting heads, adjusting detection,

adjusting timing, etc., as necessary.

Q10 - On the Sheet Pile Wall, is the Pipe Penetration to be cored or to cast in place for the Drain Pipe. And being in a

wall zone, will that portion of the pipe be required to be PVC per FDOT Standards ?

A10 - It is assumed the sheet pile at that location will be cast in place to incorporate the RCP pipe in this area.

ITEM 2: DELETE BID FORM: Please delete Bid Form on Pages 49 - 60 of the bid package and add the attached

REVISED BID FORM, ADDENDUM #3 that is attached to this addendum to the bid package.

NOTE TO BIDDERS: Please make sure REVISED BID FORM, ADDENDUM #3, 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. 20260066.

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

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

Senior Division Manager - Purchasing

BID NO. 20260066, ADDENDUM NO. 2

BID FORM

KINGS HIGHWAY WIDENING

BID NO. 20260066

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

KINGS HIGHWAY WIDENING

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 is 540 calendar days.

Liquidated Damages $3,756 per calendar day.

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

( ) License Requirement: FDOT Certified.

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 260664. 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)

49

BID No. 20260066, REVISED BID FORM, ADDENDUM #3

SUMMARY OF PAY ITEMS FOR KINGS HIGHWAY WIDENING

BID

ITEM

102-1

SIGNING & PAVEMENT MARKING

DESCRIPTION

UOM

MAINTENANCE OF TRAFFIC

LS

104-10-3

SEDIMENT BARRIERS - SILT FENCE

LF

104-11

FLOATING TURBIDITY BARRIER

LF

104-18

INLET PROTECTION SYSTEM

EA

110-1-1

CLEARING & GRUBBING

LS

120-1

EXCAVATION & EMBANKMENT

LS

160-4-8

TYPE B STABILIZATION (LBR 70), 8" (SIDEWALK)

SY

160-4-12

TYPE B STABILIZATION (LBR 70), 12" (ROADWAY)

SY

285-709

OPTIONAL BASE, BASE GROUP 09

SY

327-70-6

MILLING EXIST ASPH PAVT, 1.5" AVG DEPTH

SY

331-2A

TYPE S-I ASPHALT CONCRETE, 3"

TN

331-2B

TYPE S-III ASPHALT CONCRETE, 1.5"

TN

400-2-2

CLASS II CONCRETE ENDWALLS

CY

425-1-331 INLETS, CURB, TYPE P-3, <10'

EA

425-1-341 INLETS, CURB, TYPE P-4, <10'

EA

425-1-351 INLETS, CURB, TYPE P-5, <10'

EA

425-1-361 INLETS, CURB, TYPE P-6, <10'

EA

425-1-461 INLETS, CURB, TYPE J-6, <10'

EA

425-1-529 INLETS, DITCH BOTTOM, TYPE C, MODIFY

EA

425-1-549 INLETS, DITCH BOTTOM, TYPE D, MODIFY

EA

425-1-581 INLETS, DITCH BOTTOM, TYPE H, <10'

EA

425-1-910 INLETS, CLOSED FLUME

EA

425-2-61

MANHOLES, P-8, <10'

EA

425-2-91

MANHOLES, J-8, <10'

EA

425-2-92

MANHOLES, J-8, >10'

EA

430-94-1

DESILTING PIPE

LF

430-175-118 PIPE CULVERT, CLASS III, ROUND, 18" S/CD

LF

430-175-124 PIPE CULVERT, CLASS III, ROUND, 24" S/CD

LF

EST

QTY

1$

7,135 $

220 $

7$

1$

1$

7,607 $

25,717 $

22,561 $

744 $

3,806 $

1,994 $

12 $

1$

1$

1$

8$

4$

1$

2$

1$

1$

2$

2$

1$

575 $

555 $

899 $

UNIT

PRICE

EXTENDED

PRICE

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

$

Name of Bidder:

(This form to be returned)

50

BID No. 20260066, REVISED BID FORM, ADDENDUM #3

SUMMARY OF PAY ITEMS FOR KINGS HIGHWAY WIDENING (continued)

430-175-130 PIPE CULVERT, CLASS III, ROUND, 30" S/CD

LF

751 $

$

430-175-136 PIPE CULVERT, CLASS III, ROUND, 36" S/CD

LF

899 $

$

430-175-224

ELLIPTICAL CONCRETE PIPE CULVERT (HE III) (19”X30”

S/CD)

LF

220 $

$

430-984-129 MITERED END SECTION (24")

EA

1$

$

430-984-629 MITERED END SECTION (19"x30")

EA

6$

$

455-14-2

CONCRETE SHEET PILING, 8"X30"

LF

680 $

$

515-1-2

PIPE HANDRAIL - GUIDERAIL, ALUMINUM

LF

20 $

$

520-1-7

CONCRETE CURB & GUTTER, TYPE E

LF

203 $

$

520-1-10

CONCRETE CURB & GUTTER, TYPE F

LF

11,050 $

$

520-5-41

TRAFFIC SEPARATOR CONCRETE - TYPE IV, 4' WIDE

LF

526 $

$

522-1

CONCRETE SIDEWALK, 4" THICK

SY

5,643 $

$

522-2

CONCRETE DRIVEWAYS, AND MEDIAN NOSES, 6" THICK

SY

356 $

$

530-3-3

RIPRAP, RUBBLE, F&I, DITCH LINING, 12" THICK

SY

41 $

$

570-1-2

PERFORMANCE TURF, SOD

SY

21,375 $

$

751-60-1

POND MAINTENANCE ACCESS (6" GEOGRID W. NO. 57

STONE)

SY

1,149 $

$

TS 45

AS-BUILT DRAWINGS

LS

1$

$

SIGNING & PAVEMENT MARKING

700-1-111

SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I, GROUND

MOUNT, LESS THAN 12 SF

EA

8$

$

700-1-500 SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE

EA

8$

$

700-1-600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE

EA

13 $

$

700-2-112

MULTI-COLUMN GROUND SIGN ASSEMBLY, F&I GROUND

MOUNT, 12.0-20.0 SF

EA

1$

$

700-3-101

SIGN PANEL, FURNISH & INSTALL GROUND MOUNT, UP TO

12 SF

EA

1$

$

705-10-1

OBJECT MARKER, TYPE 1

EA

3$

$

710-A

PAINTED PAVEMENT MARKINGS FIRST COAT

LS

1$

$

710-B

PAINTED PAVEMENT MARKINGS SECOND COAT

LS

1$

$

Name of Bidder:

(This form to be returned)

51

BID No. 20260066, REVISED BID FORM, ADDENDUM #3

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