Addendum3IFB26014DNwAttachments.pdf

PDF 2 MB Posted May 18, 2026

Attached to: Taxilane Rehabilitation
Solicitation number: IFB 26-014-DN
Issued by: Florida

About this file

Written by GovTribe AI · Aug 5, 2026

This is Addendum No. 3 to Invitation for Bid (IFB) 26-014-DN for the Taxilane Rehabilitation project at Leesburg International Airport in Leesburg, Florida, issued by the City on May 18, 2026. The addendum addresses 17 requests for information (RFIs) submitted by interested bidders and provides clarifications regarding project scope and specifications. The project involves taxilane rehabilitation work including cold milling of existing asphalt pavement at varying depths, removal of two abandoned gate rail structures, full-depth shoulder milling with base material replacement, asphalt paving operations, and sod placement for restoration. Multiple phasing is planned to minimize airport operational disruptions, with sub-work areas remaining closed until re-paving is completed. The addendum clarifies that paving joint layout shall be included in the awarded bidder's submittal, that alternate phasing approaches may be submitted for consideration, and that taxiway widths for T-5 and T-6 will be reduced as designed. All asphalt millings and pavement base materials will be disposed of off-site by the contractor, with the Owner retaining first right of refusal on demolished fixtures and equipment.

The addendum specifies that no field office is required for the project and the contractor shall not provide miscellaneous equipment or support vehicles for the Engineer or Owner. CAD files and surface files will be provided to the awarded bidder to assist with layout and work performance, with cross-sections available upon request. Contractors must locate and obtain borrow sources outside airport property with approval from the Resident Project Representative (RPR), with notification required at least fifteen days prior to excavation. The addendum requires all bids to acknowledge receipt of the addendum on the Proposal Bid Form; if a bid has already been submitted, it should be revised to include this addendum. All bids received will be construed as acknowledging receipt of the addendum. Pavement drop-offs shall not exceed 3 inches if work areas are turned over to the airport prior to sod application, with the Engineer, RPR, or Owner potentially requiring additional cleanup or protective measures.

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Other files

File	Type	Posted
TaxilaneRehabilitationAddendum3Revision.pdf	PDF	May 18, 2026
Taxilane_Rehabilitation_Addendum_2_Revision.pdf	PDF	May 12, 2026
Addendum_2_-_IFB_26-014-DN.pdf	PDF	May 12, 2026
Addendum_1_-_IFB_26-014-DN.pdf	PDF	May 6, 2026
Taxilane_Rehabilitation_Addendum_1_Revision.pdf	PDF	May 6, 2026
IFB_26-014-DN_DRAWINGS.pdf	PDF	Apr 28, 2026
SAMPLE_-_FIXED_UNIT_PRICE_AGREEMENT_.pdf	PDF	Apr 28, 2026
IFB_26-014-DN_PROJECT_MANUAL_&_SPECIFICATIONS.pdf	PDF	Apr 28, 2026
IFB_26-014-DN_FEDERAL_CONTRACT_PROVISIONS.pdf	PDF	Apr 28, 2026
Bond_Forms.pdf	PDF	Apr 28, 2026
IFB_26-014-DN_GEOTECH_REPORT.pdf	PDF	Apr 28, 2026
IFB_26-014-DN_Required_Documentation_and_City_Forms.pdf	PDF	Apr 28, 2026
IFB_26-014-DN_TOPOGRAPHIC_SURVEY.pdf	PDF	Apr 28, 2026
Taxilane_Rehabilitation.pdf	PDF	Apr 28, 2026
IFB_26-014-DN_DAVIS_BACON_WAGE_DETERMINATION.pdf	PDF	Apr 28, 2026

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DATE: May 18th, 2026

TO: All Interested Bidders and Other Interested Parties

FROM: Daniel J Nickols, PE – Associate Vice President, AVCON, Inc.

The City makes the following changes, additions, deletions, information, and/or clarifications and now considers the addendum a part of the IFB Document. Bidders must acknowledge receipt of this addendum by indicating receipt in the space provided on the Proposal Bid Form.

If the bidder has already submitted the Proposal Bid Form to the City’s Procurement Division, the Bidder should revise their electronic submission to include this addendum. In any case, the submission of a bid is an acknowledgment of receipt of the addendum. The City will construe all bids received as though the Bidder has received and acknowledged the addendum.

Below is the City’s reply to RFIs (Request for Information – a/k/a bid inquiries or questions) submitted by interested parties by the posted deadline to submit RFIs.

Q1. Please clarify whether multiple milling depths will be required throughout the project limits.

A1. Multiple milling depths will be required throughout the project limits due to the varying existing pavement depths found throughout the site. Existing asphalt pavement shall be milled in accordance with plan sheets CD101-CD103.

Q2. Is 3D machine control required for the milling operations on this project?

A2. See Item P-101-3.5 “Cold Milling” in the Project Manual & Specifications.

Q3. Are there any minimum width requirements for the milling machine to be utilized on this project (i.e. greater than 10 feet)?

A3. See Item P-101-3.5 “Cold Milling” in the Project Manual & Specifications.

Q4. Is 3D machine control required for the paving operations on this project?

A4. See Item P-403-4.5 “Asphalt Pavers” in the Project Manual & Specifications.

Q5. For Pay Item P-101, please clarify the type and anticipated quantity of structures intended to be removed.

A5. As shown on sheet CD102 (keyed note 29), two separate abandoned gate rail structures shall be demolished in accordance with item P-101. Associated abandoned gate infrastructure shall be demolished incidental to Item P-101, Removal of Miscellaneous

Structures.

IFB 26-014-DN

Taxilane Rehabilitation

Addendum No. 3

Q6. Please clarify the source and location of material intended for backfilling the full-depth shoulder milling areas.

A6. Per Project Specification P-152, paragraph 152-2.3 Borrow Excavation - "There are no borrow sources within the boundaries of the airport property. The contractor shall locate and obtain borrow sources, subject to the approval of the RPR. The contractor shall notify the RPR at least fifteen days prior to beginning the excavation so necessary measurements and tests can be made by the RPR. All borrow pits shall be opened to expose the various strata of acceptable material to allow obtaining a uniform product.

Borrow areas shall be drained and left in a neat, presentable condition with all slopes dressed uniformly. Borrow areas shall not create a hazardous wildlife attractant." Sheet notes in the Civil Demolition series have been updated to indicate replacement of materials with suitable off-site cut.

Q7. Please confirm that the paving joint layout shown in the plans is intentional and acceptable to the Owner.

A7. A paving joint layout is not provided in the Bid Drawings. Paving joint layout shall be included in the awarded bidder’s paving plan submittal.

Q8. Please confirm that the sod quantities included in the bid schedule are sufficient to restore all disturbed and demolished shoulder areas.

A8. Confirmed.

Q9. Please clarify whether the Owner intends to retain any milled or demolished materials generated from the project.

A9. No. The Owner will not retain any millings or pavement base materials. The Owner shall retain first right of refusal for all demolished fixtures, equipment, or structures. Any items not retained by the Owner will be disposed off site by the Contractor.

Q10. Will a field office be required for this project?

A10. No. See Section 60-05, “Engineer/Resident Project Representative (RPR) Field Office”, and Section C-105-1.4, “Engineer/RPR Field Office”.

Q11. Will the Contractor be required to provide any miscellaneous equipment or support vehicles for the Engineer or Owner during construction?

A11. No.

Q12. Please confirm whether additional typical sections will be provided for varying project conditions throughout the work limits.

A12. CAD files and “.tin” surface files will be provided to the awarded bidder for assistance in laying out and performing the work. Cross sections can be created and provided to the awarded bidder upon request.

Q13. Please clarify whether the phasing shown in the plans is mandatory or if alternate phasing approaches may be submitted for consideration.

A13. Alternate phasing approaches may be submitted for consideration.

Q14. If the intent of the phasing plan is to ensure that all milled surfaces are paved and reopened for use by the following day, please clarify. As currently shown, the plans appear to require the work to be broken into approximately ten separate phases.

A14. Sub-work areas shall remain closed until re-paving is completed. The intent of the phasing is to minimize periods of limited or restricted access for tenants.

Q15. Please confirm whether it is the intent of the design to reduce the widths of Taxiways T-5 and T-6.

A15. Confirmed.

Q16. Is the Contractor required to complete sod placement and stabilization within each phase prior to proceeding to subsequent phases?

A16. It is the design intent for sodding/restoration to be completed prior to moving on to the next work area, however, if work areas are turned over to the airport prior to the application of sod and restoration of the work area, pavement drop-offs shall not exceed

3”, and additional clean-up or protective measures may be required by the Engineer, RPR, or Owner.

Q17. Plan Sheet GC-101 references "proposed asphalt extensions to existing gravel apron areas"; however, no base work items appear to be included in the bid schedule. Please provide the intended typical section for these asphalt apron extensions.

A17. See Civil Demolition series for more information regarding protection of existing lime rock base course prior to re-paving.

ACKNOWLEDGMENT - Addendum No. 3

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ATTENTION:

THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY

INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,

FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.

WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY

DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN

WHOLE OR IN PART, IS STRICTLY PROHIBITED

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LEESBURG INTERNATIONAL

AIRPORT

LEESBURG, FLORIDA

TAXILANE

REHABILITATION

St an da rd

_t b x2

_E xB as em ap x

Sh ee tL ay ou t x

H or iz on ta lA lig nm en ts x

4_ D em ol iti on

202523604_CD_SERIES

PROFESSIONAL SEAL

CLIENT LOGO

D O

C U

TS CADD:

AVCON PROJECT NO.

FAA AIP NO. 3-12-0042-033-2025

2025.236.04

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

APRIL 2026

ALB

SCALE (US SVY FT): GRAPHIC

NO. DATE BY DESCRIPTION

REVISIONS:

AVCON, INC.

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 - FAX: (407) 599-1133

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

This item has been digitally signed and sealed by:

1 2 3 4

S H

C O

, S H

N O

C O

A R

CIVIL DEMOLITION

PLAN

CD102

ALB

JEG

GRAPHIC SCALE (FT)

60'30'15'

NORTH

MATCHLINE, SEE SHEET CD101

MATCHLINE, SEE SHEET CD103

CIVIL DEMOLITION PLAN

A1 SHEET NOTES AND SHEET LEGENDA1 KEY PLANA4

NORTH

KEYED NOTESA3

HANGAR

TAXILAN

E T-5

TAXILAN

E T-6

EXISTING

CONCRETE

APRON

EXISTING TAXILANE

CENTERLINE MARKING, (TYP.)

EXISTING

CONCRETE

APRON

EXISTING

CONCRETE

APRON

EXISTING

CONCRETE

APRON

AIRPORT BLVD

EXISTING PARKING

LOT AREA

HANGAR

BUILDING

EXISTING CONCRETE PAVEMENT SECTION TO BE REMOVED,

ITEM P-101, (TYP). CONCRETE SHALL BE SAW-CUT PRIOR TO

REMOVAL

COLD MILLING EXISTING ASPHALT FULL-DEPTH, ITEM P-101

COLD MILLING EXISTING PAVEMENT, FULL DEPTH. BASE

MATERIAL SHALL BE REMOVED FULL DEPTH AND REPLACED

WITH SUITABLE OFF SITE CUT.

COLD MILLING EXISTING ASPHALT FULL-DEPTH, ITEM P-101

COLD MILLING EXISTING PAVEMENT, FULL DEPTH. BASE

MATERIAL SHALL BE PROTECTED IN PLACE.

COLD MILLING EXISTING ASPHALT FULL-DEPTH, ITEM P-101 COLD

MILLING EXISTING PAVEMENT, FULL DEPTH. BASE MATERIAL SHALL BE

REMOVED FULL DEPTH. PROPOSED FULL RECONSTRUCTION AREA,

SEE DETAIL A1/CG301 FOR MORE INFORMATION. THE CONTRACTOR

SHALL REMOVE THE EXISTING BASE MATERIAL AND SUBGRADE TO

THE BOTTOM OF THE PROPOSED PAVEMENT SECTION.

1. THE CONTRACTOR SHALL DISPOSE OF ASPHALT MILLINGS OFFSITE, UNLESS

OTHERWISE DIRECTED BY THE ENGINEER, OWNER, OR RPR.

2. THE CONTRACTOR SHALL MILL 2' SHORT OF THE PROJECT MILLING LIMITS TO

PROTECT THE ASPHALT EDGES FOR FUTURE TIE-INS. THE REMAINING 2' SHALL BE

SAWCUT IMMEDIATELY PRIOR TO PAVING TO PRESERVE THE INTEGRITY OF THE

ADJACENT ASPHALT EDGE.

3. ALL EXISTING AIRFIELD EDGE LIGHTS, AIRFIELD GUIDANCE SIGNS, AIRFIELD

ELECTRICAL HANDHOLES AND STRUCTURES, PAVEMENT MARKINGS, DRAINAGE

SYSTEMS, FAA UTILITIES, CITY OF LEESBURG UTILITY INFRASTRUCTURE, AIRFIELD

NAVIGATIONAL AIDS, AND AIRPORT INFRASTRUCTURE INSTALLATIONS NOT

SPECIFICALLY CALLED OUT FOR DEMOLITION/REMOVAL SHALL BE PROTECTED IN

PLACE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER.

4. EXISTING INFRASTRUCTURE TO REMAIN AND BE PROTECTED IN PLACE, SHALL BE

REPLACED WITH NEW ITEMS IF DAMAGED/BROKE/DISPLACED/ADVERSELY

AFFECTED BY THE DEMOLITION OPERATIONS BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER OR THE PROJECT. IT IS THE CONTRACTOR'S

SOLE RESPONSIBILITY TO PROTECT THE EXISTING AIRFIELD INFRASTRUCTURE

THROUGHOUT THE PROJECT DURATION.

5. CONTRACTOR SHALL STAKE AND IDENTIFY SELECT PORTIONS OF THE TAXILANES

THAT ARE TO BE MILLED PRIOR TO PAVEMENT REMOVAL.

1 05/18/2026 ALB BID ADDENDA #3

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ATTENTION:

THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY

INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,

FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.

WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY

DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN

WHOLE OR IN PART, IS STRICTLY PROHIBITED

- L

T ax ila ne

R eh ab \2

D \2

_C D

_S er ie s.

dw g

LEESBURG INTERNATIONAL

AIRPORT

LEESBURG, FLORIDA

TAXILANE

REHABILITATION

St an da rd

_t b x2

_E xB as em ap x

Sh ee tL ay ou t x

H or iz on ta lA lig nm en ts x

4_ D em ol iti on

202523604_CD_SERIES

PROFESSIONAL SEAL

CLIENT LOGO

D O

C U

TS CADD:

AVCON PROJECT NO.

FAA AIP NO. 3-12-0042-033-2025

2025.236.04

DRAWING

DATE:

APPROVED BY:

CHECKED BY:

DRAWN BY:

APRIL 2026

ALB

SCALE (US SVY FT): GRAPHIC

NO. DATE BY DESCRIPTION

REVISIONS:

AVCON, INC.

ENGINEERS & PLANNERS

5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779

OFFICE: (407) 599-1122 - FAX: (407) 599-1133

CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057

www.avconinc.com

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

This item has been digitally signed and sealed by:

1 2 3 4

S H

C O

, S H

N O

C O

A R

CIVIL DEMOLITION

PLAN

CD103

ALB

JEG

GRAPHIC SCALE (FT)

60'30'15'

NORTH

MATCHLINE, SEE SHEET CD102

CIVIL DEMOLITION PLAN

KEY PLANA4

NORTH

A1 SHEET NOTES AND SHEET LEGENDA1 KEYED NOTESA3

TAXILANE OBJECT FREE AREA, (TYP.)

EXISTING TAXILANE

CENTERLINE MARKING, (TYP.)

TAXILAN

E T-5

TAXILAN

E T-6

EXISTING

CONCRETE

PAD, (TYP.)

GENERAL AIRCRAFT

PARKING APRON, (TYP.)

HANGAR

EXISTING AIRCRAFT TIE

DOWN MARKING , (TYP.)

EXISTING AIRCRAFT TIE

DOWN, (TYP.)

EXISTING CONCRETE

FLUME AREA, (TYP.)

EXISTING

CONCRETE

APRON, (TYP.)

TAXIWAY OBJECT

FREE AREA, (TYP.)

EXISTING CONCRETE PAVEMENT SECTION TO BE REMOVED,

ITEM P-101, (TYP). CONCRETE SHALL BE SAW-CUT PRIOR TO

REMOVAL

COLD MILLING EXISTING ASPHALT FULL-DEPTH, ITEM P-101

COLD MILLING EXISTING PAVEMENT, FULL DEPTH. BASE

MATERIAL SHALL BE REMOVED FULL DEPTH AND REPLACED

WITH SUITABLE OFF SITE CUT.

COLD MILLING EXISTING ASPHALT FULL-DEPTH, ITEM P-101

COLD MILLING EXISTING PAVEMENT, FULL DEPTH. BASE

MATERIAL SHALL BE PROTECTED IN PLACE.

COLD MILLING EXISTING ASPHALT FULL-DEPTH, ITEM P-101.

PROPOSED FULL RECONSTRUCTION AREA, SEE DETAIL

A1/CG301 FOR MORE INFORMATION. THE CONTRACTOR SHALL

REMOVE THE EXISTING BASE MATERIAL AND SUBGRADE TO

THE BOTTOM OF THE PROPOSED PAVEMENT SECTION.

EXISTING FENCE LINE,

(TYP.)

EXISTING

TREE, (TYP.)

1. THE CONTRACTOR SHALL DISPOSE OF ASPHALT MILLINGS OFFSITE, UNLESS

OTHERWISE DIRECTED BY THE ENGINEER, OWNER, OR RPR.

2. THE CONTRACTOR SHALL MILL 2' SHORT OF THE PROJECT MILLING LIMITS TO

PROTECT THE ASPHALT EDGES FOR FUTURE TIE-INS. THE REMAINING 2' SHALL BE

SAWCUT IMMEDIATELY PRIOR TO PAVING TO PRESERVE THE INTEGRITY OF THE

ADJACENT ASPHALT EDGE.

3. ALL EXISTING AIRFIELD EDGE LIGHTS, AIRFIELD GUIDANCE SIGNS, AIRFIELD

ELECTRICAL HANDHOLES AND STRUCTURES, PAVEMENT MARKINGS, DRAINAGE

SYSTEMS, FAA UTILITIES, CITY OF LEESBURG UTILITY INFRASTRUCTURE, AIRFIELD

NAVIGATIONAL AIDS, AND AIRPORT INFRASTRUCTURE INSTALLATIONS NOT

SPECIFICALLY CALLED OUT FOR DEMOLITION/REMOVAL SHALL BE PROTECTED IN

PLACE UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER.

4. EXISTING INFRASTRUCTURE TO REMAIN AND BE PROTECTED IN PLACE, SHALL BE

REPLACED WITH NEW ITEMS IF DAMAGED/BROKE/DISPLACED/ADVERSELY

AFFECTED BY THE DEMOLITION OPERATIONS BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER OR THE PROJECT. IT IS THE CONTRACTOR'S

SOLE RESPONSIBILITY TO PROTECT THE EXISTING AIRFIELD INFRASTRUCTURE

THROUGHOUT THE PROJECT DURATION.

5. CONTRACTOR SHALL STAKE AND IDENTIFY SELECT PORTIONS OF THE TAXILANES

THAT ARE TO BE MILLED PRIOR TO PAVEMENT REMOVAL.

1 05/18/2026 ALB BID ADDENDA #3

File details come from the government source that posted it. Updated Aug 5, 2026.