DATE: March 13, 2026 TO: All Interested Bidders and Other Interested Parties FROM: Lissandra Kmoch, Buyer – Procurement

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. May a complete detailed plan noting the underground retention system be provided? The section details provided don't show a complete width per the plan view on C200.

A1. The underground retention system is intended to be provided by the contractor as a shop-drawing submittal. The information shown on plan sheets C-200 and C-501 represents the design criteria. Refer to the included Contech standards and cut sheets for example. Please submit project-specific shop drawings for review and approval, or provide an equivalent product/design that meets the requirements for the underground retention system.

Q2. May we be provided with an exfiltration riser with inlet grate detail per the note on C200?

A2. Exfiltration riser to be provided by contractor in shop-drawing submittal. See example detail included in the Contech standards and cut sheets. Provide 2’ dia. grated manhole lid/cover. Shall be H-20 traffic-rated. Contractor is allowed to propose an equivalent product/design that meets the requirements for the underground retention system.

IFB 26-012-HG

Leesburg 5th St. Parking Lot Expansion

Addendum No. 5

Q3. Can we gain clarity on access requirements for Plant deliveries and minimum clear are required for those deliveries through the work zone?

A3. Max. size water treatment plant delivery truck is provided on plan sheet C-003. Access requirements, delivery times, employee parking, etc. shall be coordinated with the City of Leesburg and the Water Department prior to construction.

Q4. Will you be adding a line item to the bid form for the exfiltration fields?

A4. See the attached itemized price schedule dated 3/13/2026.

Q5. Will you be adding line items to the bid form for the Type D control structure and the doghouse manhole?

A5. See the attached itemized price schedule dated 3/13/2026.

Q6. Please confirm that all parking lot striping is to be thermoplastic.

A6. Confirmed. Bid all parking lot striping as thermoplastic.

Q7. The existing parking lot behind the restaurant shows a proposed new island with curb and reconfigured parking lot striping but doesn't have any shading depicting any asphalt overlay or full depth asphalt. Will this area be overlayed/seal coated prior to the new striping or are we to just black out the existing striping and re-stripe?

A7. Proposed striping in that area matches the existing layout. Power wash/jet existing striping off and apply new thermoplastic in its place.

Q8. Please proved the dumpster pad and enclosure detail.

A8. Dumpster enclosure and pad shall be per the City of Leesburg Standard Dumpster Enclosure Detail (G-10). These can be found in the City Standards and Specifications on our website: https://www.leesburgflorida.gov/my_city/departments/pnz/css.php

Q9. In the plans, it calls for exporting a pretty good portion of soil. Does the City of Leesburg want to claim this soil and keep it stockpiled in a city yard or would you prefer the contractor to expose of it?

A9. The City has no interest in retaining the soil.

Q10. There is no line item included in the Itemized Price Schedule (2/19/2026) for the two exfiltration fields. Additionally, detailed information for the exfiltration trenches appears to be missing. Please provide clarification and any applicable details.

A10. See the attached itemized price schedule dated 3/13/2026.

Q11. There appears to be a discrepancy between the paving detail shown on the plans and the information provided in the Itemized Price Schedule (2/19/2026). Please confirm which specification governs.

A11. The paving detail in the plans governs. See the attached itemized price schedule dated 3/13/2026

Q12. We are requesting a published phasing plan for the project.

A12. There is not a proposed phasing plan or access plan.

Q13. Please provide a detailed plan for the proposed dumpster area.

A13. Dumpster enclosure and pad shall be per the City of Leesburg Standard Dumpster Enclosure Detail (G-10).

Q14. Please provide clarification and detail for the note: "Provide riser with inlet/grate top on exfiltration header pipe."

A14. Exfiltration riser to be provided by contractor in shop-drawing submittal. See example detail included in the Contech standards and cut sheets. Provide 2’ dia. grated manhole lid/cover. Shall be H-20 traffic-rated. Contractor is allowed to propose an equivalent product/design that meets the requirements for the underground retention system.

https://www.leesburgflorida.gov/my_city/departments/pnz/css.php

Q15. Additional detail is required regarding the method and requirements for abandoning existing utilities.

A15. If an existing utility flagged for removal/abandonment is in direct conflict with proposed work, the utility is to be removed. Abandoned utilities are to be grouted/flowable-filled unless otherwise specified. Include depiction of abandoned utilities in the project as-builts.

Q16. Please provide clarification on how service trucks will access and maneuver on-site to service the water treatment center.

A16. Access requirements, delivery times, employee parking, etc. shall be coordinated with the City of Leesburg and the Water Department prior to construction.

Q17. Are there plans available that show the proposed irrigation for the 1 LS Irrigation pay item?

A17. Irrigation plans are included. Updated irrigation plans to be provided in the City of Leesburg approved permit plan set.

Q18. May we have the Engineer's Estimated project cost?

A18. The Engineer’s Estimated project cost is $2,441,498.62.

The following changes and document(s) are hereby made part of the solicitation.

1. Due to the number of questions, the date for Bids Due and Opening has been extended.

Event Tentative Date (Note: Dates are subject to change)

Non-Mandatory Prebid Meeting Wednesday, February 25, 2026 at 10:00 A.M.

Location: City Hall at 501 W. Meadow St.

Leesburg, FL 34748 – Second Floor, Commission Chambers.

Bid Specifications Questions Due: No later than Monday, March 2, 2026 at 5:00 P.M.

Deadline to Issue Addenda: By 4:30 P.M., Friday, March 6, 2026.

Bids Due and Opening: No later than 11:00 A.M., Wednesday, March

18, 2026. Bid will be opened immediately after the bid due date and time via Zoom.

Bids Due and Opening: No later than 11:00 A.M., Wednesday, March 25, 2026. Bid will be opened immediately after the bid due date and time via Zoom.

Bid Tabulation: Within two working days after the bid opening.

Intent To Award Recommendation: Issued by Friday, April 3, 2026.

Award of Bid by City Commission: Next scheduled meeting after all pertinent forms and document are complete and ready for award by City Commission.

ACKNOWLEDGMENT - Addendum No. 5

Company Name

Signature of Officer

Type/Print Officer's Name & Title

BIDDER'S NAME: ________________________________________________

Item Description Quantity Unit Unit Price Amount 1 Site Demolition 2.3 AC 1 Earthwork 2000 CY 2 Clearing and Grubbing 1.5 AC 3 Electrical Power Service, F&I Underground 1 LS 4 Light Pole and Fixture 6 EA 5 12” PVC Storm Sewer 80 LF 6 Storm Manhole 4’ Diameter 1 EA 7 Doghouse Manhole 5' Diameter 1 EA 8 Core and Connect to Existing Structure 1 EA 9 Type C Inlet Top 2 EA

10 Exfiltration System 5830 CY 11 Exfiltration Riser top with grate 6 EA 12 1'' Milling 4,070 SY 13 Paving 12” Stabilized Subgrade 4,600 SY 14 Paving 8” Limerock Base 4,600 SY 15 Paving 1" SP-9.5 Asphalt 4,600 SY 16 Paving 1.5" SP-12.5 Asphalt 8,670 SY 17 Paving Thermoplastic Striping 1 LS 18 Regulatory Signage 1 LS 19 Concrete Sidewalk (4”) 840 SF 20 Concrete Curb 2,455 LF 21 Dumpster Enclosure 1 LS

Item Description Quantity Unit 22 Canopy Trees 19 EA 23 Palms 8 EA 24 Shrubs 780 SF 25 Mulch 2,200 SF 26 Groundcover 7,000 SF 27 Sod 5,000 SF 28 Irrigation 1 LS

29 General Conditions; Mobilization, etc. 1 LS 10% 30 Maintenance of Traffic 180 LS/DA 31 Layouts: As Builts 1 LS 4%

32 SWPPP 1 LS 5%

33 Supplemental Work 1 LS 5% 34 Escalation 0 35 Contingency 1 LS 10%

36 Project Management 1 LS 8% 37 Project Services; Inspection 1 LS 2%

(A through E) TOTAL BASE BID AMOUNT:

B – Landscaping

C – General Conditions

D – Alllowances

E – Indirect Costs

TOTAL INDIRECT CONSTRUCTION COSTS

IFB 26-012-HG ATTACHMENT E - REVISED ITEMIZED PRICE SCHEDULE-3/13/2026

DATE: __________________________________________________________

PROJECT NAME: LEESBURG 5TH STREET PARKING LOT EXPANSION

TOTAL DIRECT CONSTRUCTION COSTS

SUBTOTAL:

SUBTOTAL:

A – Site Work

SUBTOTAL:

SUBTOTAL: