Addendum426016HG.pdf

DATE: July 9, 2026 TO: All Interested Bidders and Other Interested Parties FROM: Hosea Goodwyn, Procurement Manager

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. On sheet C-3, STA:147+14.22 to the 6" tie-in is confusing. Calling for a 12 x 10 tee on an 8” line with 6" 45 bends. Can that be clarified?

A1. The existing water main on Shenandoah Drive is an 8” water main. Sheet C-3 from the Phase 1 drawings has been revised to show the connection correctly.

Q2. The ITB is asking for a 2-year Warranty on the Bond and a 2-year 10% Maintenance Bond.

Can the city specify which one is it as both are the same obligation but the difference between 10% and 100% will impact pricing? Please confirm which one is it.

A2. Maintenance Bond is not required.

Q3. Plans call out for 12"x10" tee, then 10" gv, to 6" 45-degree bends, then w/ 8" pvc coming off the 45s, then connecting to an existing 6" water main. Should it be a 12"x6" tee with 6" pvc and fittings? Please advise?

A3. Please see Addendum #4 for a response and revised drawing.

Q4. Plans do not call out size of pipe. Please advise.

A4. Please resubmit this question with a reference to a specific sheet. Question has been extended until Friday, July 10, 2026 until 4:00P.M

Q5. What are the depths of the asphalt, subbase, subgrade?

A5. Please see the Typical Asphalt Drive Section detail on Sheet G-2 of the Phase 1 drawings.

IFB 26-016-HG

U.S. Highway 27 Water Main Replacement

Addendum No. 4

Q6. Are there profiles available for the project?

A6. Profiles we not prepared due to the unknown depth of existing utilities. The minimum depth of cover is 3-feet unless otherwise noted on the drawings.

Q7. There numerous connections identified as "Cut-In". Can you clarify this call out? If it means cutting in for example a Tee, will the city be able to turn off flow to the existing locations so this can be accomplished?

A7. Cut-in is referring to a tie-in of the new water main to the existing water main. All of the existing water mains along the project route can be shutdown temporarily to allow for tie-ins to be completed.

Q8. Can you provide limits of the 12" WM to be taken out of service? See sheet C-10 of Phase 1.

A8. The 12” water main runs along the west side of US 27 from the point of connection south of

Middlesex Road to the Lakeside Retreats Apartment Complex, approximately STA. 269+00 to 278+64.

Q9. At STA 142+14.22 on sheet C-3, the callouts show a 12" x 10" tee but no reducer, the pipe called out is 8", and the 45-degree bends are called out as 6", and connection is shown as 6". Please clarify what is actually required.

A9. Please see Addendum #4 for a response and revised drawing.

Q10. At STA 188+57.2. Can you clarify what is necessary for this connection, i.e., a tee and pipe size?

A10. The existing water main connection to the U-Haul facility is an 8”. Provide a 12” x 8” tee and 8” gate valve as part of the tie-in.

Q11. Does the entire length of the pipe need to be restrained?

A11. Please see the City of Leesburg Bell Restrain Detail G-2 on Sheet G-3 of the Phase 1 drawings for restraint requirement.

Q12. Is there a SUE Report available?

A12. SUE was limited to Quality Level B. All of the available information collected during the design process is shown on the drawings.

Q13. Is there any minority requirements or goals for this project?

A13. No.

Q14. Are there any Davis Bacon requirements for this project?

A14. No.

Q15. Is there any Build by America requirements for this project?

A15. No.

Q16. Is a full-time on-site superintendent required for this project?

A16. Yes.

Q17. Is an engineer’s field office required for this project?

A17. No.

Q18. What are the allowed work hours for this project?

A18. Standard work hours are 7 AM to 5 PM Monday through Friday. Evening or weekend work can be accommodated with prior coordination with the City and FDOT. Lane closure restrictions will be dictated by the FDOT permits.

Q19. Is Maintenance Bond required for this project? If so, for what duration?

A19. Not required.

The following changes are hereby made part of the solicitation.

1. IFB 26-016-HG ATTACHMENT A2 – PHASE 1 – DRAWINGS SCHEDULE DATE: 7/9/2026.

2. Section 4.19, TENTATIVE CALENDAR OF EVENTS.

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

Non-Mandatory Prebid Conference Wednesday, July 1, 2026 at 10:00 A. M.

Location: Venetian Center at 1 Dozier Court, Leesburg, FL 34748

Bid Specifications Questions Due: No later than Wednesday, July 8, 2026 at 4:00 P.M.

Bid Specifications Questions Due: No later than Friday, July 10, 2026 at 4:00 P.M.

Deadline to Issue Addenda: By 4:30 PM, Thursday, July 16, 2026.

Bids Due and Opening: No later than 11:00 a.m., Wednesday, July

22, 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, July 31, 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. 4

Company Name

Signature of Officer

Type/Print Officer's Name & Title

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146+00

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150+00

151+00

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US 27

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Sheet C-3

047549.001

Michael C. Scullion, P.E.

Registered Eng 70753

MCS

CLM

CLM

JOB NO.:

CHECKED BY.:

DRAWN BY:

DATE:

DESIGNED BY:

FILE NAME:

1 2 3 4 5 6 7 8

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SEE CROSSING

DETAIL 2 (SHEET C-18)

STA: 139+84.13, 89.00' RT

PROPOSED START OF

DIRECTIONAL BORE

TRANSITION FROM 12" PVC

TO 14" HDPE

STA: 151+70.16, 55.43' RT

PROPOSED 12" 45° BEND

US SR 27 BASELINE

EXISTING RIGHT

OF WAY (TYP.)

PROPOSED 12"

PVC WATER MAIN

STA: 147+28.31, 84.64' RT

PROPOSED START OF

DIRECTIONAL BORE

TRANSITION FROM 12" PVC

TO 14" HDPE

STA: 151+45.65, 80.00' RT

PROPOSED 12" 45° BEND

STA: 148+1.74, 81.70' RT

PROPOSED END OF

DIRECTIONAL BORE

TRANSITION FROM 14"

HDPE TO 12" PVC

STA: 141+9.84, 82.00' RT

PROPOSED END OF

DIRECTIONAL BORE

TRANSITION FROM 14"

HDPE TO 12" PVC

US SR 27 BASELINE

EXISTING RIGHT

OF WAY (TYP.)

PROPOSED 12"

PVC WATER MAIN

RAINBOW PLAZA

20.0'

10.9'

STA: 137+97.24, 90.00' RT

PROPOSED 12" GATE VALVE

w/VALVE BOX AND COLLAR

STA: 142+1.13, 82.00' RT

PROPOSED 12" GATE VALVE

w/VALVE BOX AND COLLAR

STA: 146+98.63, 82.00' RT

PROPOSED 12" GATE VALVE

w/VALVE BOX AND COLLAR

STA: 151+98.87, 54.55' RT

PROPOSED 12" GATE VALVE

w/VALVE BOX AND COLLAR

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A ut h o ri za tio n

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PROPOSED ±126 LF

DIRECTIONAL BORE, 14"

PE 4710, SDR 11 HDPE

(SHEET C-13, BORE 8)

23.9'

11.5'

STA: 136+20.37, 75.00' RT

PROPOSED 12" 45° BEND

STA: 136+35.37, 90.00' RT

PROPOSED 12" 45° BEND

PROPOSED ±70 LF

DIRECTIONAL BORE, 14"

PE 4710, SDR 11 HDPE

(SHEET C-13, BORE 9)

29.4'

8.0'

EXISTING EDGE

OF PAVEMENT

(TYP.)

EXISTING EDGE

OF PAVEMENT

(TYP.)

18.0'

EXISTING FIRE HYDRANT

US 27 Watermain B

STA: 147+14.74, 94.49' RT

PROPOSED 8" 45° BENDS (2)

STA: 147+14.22, 82.00' RT

INSTALL:

1 - 12" x 8" TEE

1- 8" GATE VALVE

LEGEND

SANITARY SEWER LINE

CROSSING CONFLICT

STORM DRAIN LINE

CROSSING CONFLICT

GAS LINE CROSSING

CONFLICT

*INSTALL CONFLICT CROSSING,

PER LEESBURG DETAIL G-3, W-17

AT ALL MARKED CONFLICT AREAS

WATER LINE CROSSING

CONFLICTWM

SD

GAS

SAN

LEGEND

SANITARY SEWER LINE

CROSSING CONFLICT

STORM DRAIN LINE

CROSSING CONFLICT

GAS LINE CROSSING

CONFLICT

*INSTALL CONFLICT CROSSING,

PER LEESBURG DETAIL G-3, W-17

AT ALL MARKED CONFLICT AREAS

WATER LINE CROSSING

CONFLICTWM

SD

GAS

SAN

U S

H W

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ID

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CAUTION: GAS LINE IN THIS AREA. DIG WITH CARE.

CAUTION: GAS LINE IN THIS AREA. DIG WITH CARE.

STA: ±141+55.01, 82.00' RT

PROPOSED 2" AIR

RELEASE VALVE

STA: 148+77.88, 80.74' RT

INSTALL FIRE HYDRANT

ASSEMBLY

STA: 138+78.08, 89.60' RT

INSTALL FIRE HYDRANT

ASSEMBLY

EXISTING 8"

WATER MAIN

EXISTING 10" PVC

WATER MAIN

EXISTING 10" PVC

WATER MAIN

STA: 147+37.35, 94.97' RT

CONNECTION TO EXISTING 8" PVC

WATER MAIN VIA CUT-IN

PROPOSED 8"

PVC WATER MAIN

FEBRUARY 2024

Michael C. Scullion, P.E., State of Florida, Professional Engineer, License No. 70753

This item has been digitally signed and sealed by Michael C. Scullion, P.E. on the date indicated here, 2-29-24.

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

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