Project Information

Bid Title

STORMWATER SYSTEM CULVERT REPAIR PROJECTS - ITB 2025-018

Issuing Agency

City of Tucker

Location

Georgia

Published Date

Nov 20, 2025

Closing Date

Dec 4, 2025

Government Level

State & Local

Status

Closed

Ref. #

ITB 2025-018

Original Source

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Bid Documents

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Project Description

ITB

STORMWATER SYSTEM CULVERT REPAIR PROJECTS - ITB 2025-018

Opening Date/Time: November 4, 2025

Closing Date/Time: December 4, 2025

Invitation:

The City of Tucker, Georgia requests that interested parties submit bids for the Stormwater System Culvert Repair Projects. Bids will be accepted until the date and time listed below and will be awarded to the lowest responsible and responsive bidder. Addenda and updates to this bid manual will be posted on the City of Tucker website http://tuckerga.gov/bids, the DOAS/Georgia Procurement Registry Website or may be requested by emailing procurement@tuckerga.gov.

Bid Activity Schedule

• Invitation to Bid Issued : November 4, 2025
• Deadline for Questions : November 18, 2025 at 1 p.m.
• Responses to Questions Posted (Addenda) : November 21, 2025
• Bid Deadline : December 4, 2025 at 1 p.m.
• Award at Council Meeting : January 12, 2025 (TENTATIVE)
• Completion from Notice to Proceed : 120 calendar days

Project Documents

• ITB 2025-018 Bid Manual
• ITB 2025-018 Addendum 1

Attachment Preview

City of Tucker

Invitation to Bid

ITB # 2025-018

STORMWATER SYSTEM CULVERT REPAIR

PROJECTS

BID MANUAL

City of Tucker

1975 Lakeside Parkway, Suite 350

Tucker, Georgia 30234

City of Tucker Invitation to Bid

ITB #2025-018

STORMWATER SYSTEM CULVERT REPAIR PROJECTS

INVITATION: The City of Tucker, Georgia requests that interested parties submit bids for the

Stormwater System Culvert Repair Projects. Bids will be accepted until the date and time listed

below and will be awarded to the lowest responsible and responsive bidder. Addenda and updates to

this bid manual will be posted on the City of Tucker website http://tuckerga.gov/bids, the

DOAS/Georgia Procurement Registry Website or may be requested by emailing

procurement@tuckerga.gov.

BID ACTIVITY SCHEDULE

Bid Issued

November 4, 2025

Pre-Bid Conference

N/A

Deadline for Questions

November 18, 2025, at 1:00 pm EST

Responses to Questions Posted (Addenda)

November 21, 2025

Bid Deadline / Opening

December 4, 2025, at 1:00pm EST

Award at Council Meeting (Tentative)

January 12, 2026 (Tentative)

Completion from Notice to Proceed

120 calendar days

SCOPE OF WORK: Refer to Exhibit A.

PRE-BID CONFERENCE: A pre-bid conference will not be scheduled for this project.

QUESTIONS: Submit all questions in writing to procurement@tuckerga.gov. Reference ITB

#2025-018 in the subject line of the email.

ADDENDA: Responses to the questions received will be by addenda and will be posted on the

City website www.tuckerga.gov/bids and the DOAS/Georgia Procurement Registry Website. The

signed acknowledgement issued with each addendum must be submitted with the proposal. It is

the vendors responsibility to verify if any addenda were created.

SUBMITTAL REQUIREMENTS: Vendor shall submit ITB Response electronically to

procurement@tuckerga.gov so it is received no later than December 4, 2025, at 1:00pm EST with

the subject line “Submittal: ITB #2025-018”. The email must contain the vendor’s contact

information. Bid Submittal should be one PDF file and named <Company Name>.ITB 2025-

018.Bid Submittal.pdf. Email will be opened to confirm receipt of the submittal, but the attached

PDF file will remain unopened until the public bid opening.

BID OPENING: All bids received prior to the deadline will be opened publicly at 1:00pm EST

at Tucker City Hall located at 1975 Lakeside Parkway, Suite 350, Tucker GA.

BID SUBMITTALS: A listing of submittals received prior to the bid deadline will be posted on

the City website http://tuckerga.gov/bids following the opening of the bids.

Page 2 of 18

BID DOCUMENT SUBMITTAL REQUIREMENTS:

1. Unit Price Cost Proposal Form (Provided)

2. W-9 Form (provided)

3. Certificate of Current Liability, Worker’s Compensation and Vehicle Insurance

4. Notarized Bid Bond Form (Provided)

5. Notarized Contractor Affidavit Form (Provided)

6. Proposed List of Subcontractors Form (Provided)

7. Related Experience and References Form (Provided)

8. Notarized Contractor’s Oath Form (Provided)

9. Acknowledgement of Addendum issued with each Addendum.

10. Contact Form (Provided)

All responses must be received electronically by the Bid Deadline. (Addenda will show any

schedule updates). No bids will be received orally or by phone. Late bids will not be considered.

Bids received after the bid deadline will be filed unopened. The City of Tucker reserves the right

to reject any and all bids or any part, to waive any formalities to make an award and to re-advertise

in the best interest of the City. The City reserves the right to consider past performance in

determining the responsibleness of bidders.

The city reserves the right to negotiate pricing and may, in its discretion, award a contract to the

lowest responsible and responsive bidder submitting the proposal.

Page 3 of 18

ITB #2025-018 STORMWATER SYSTEM CULVERT REPAIR PROJECTS

Exhibit A: Scope of Work

PURPOSE, INTENT AND PROJECT DESCRIPTION

The City of Tucker (City), requests that interested parties submit formal electronic bids for the replacement

of failed culverts and associated catch basin structures and headwalls at four (4) locations.

The complete scope, specifications, and other relevant information for ITB 2025-018 is available for

download on the City of Tucker website: www.tuckerga.gov/bids or request via email to

procurement@tuckerga.gov.

SCOPE OF WORK

The work required under this contract includes furnishing materials, qualified labor, equipment, traffic

control, erosion control, and site restoration at each location as described in the accompanying

construction plans.

LOCATION A: 4127 PINE VALLEY ROAD

Project Background

The existing storm drainage system and culvert under Pine Valley Road has experienced emerging failure

of the existing 30” metal pipe. A new culvert and associated structures need to be installed to properly

drain the area upstream of Pine Valley Road for the long term structural soundness of the road.

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LOCATION B: CULVERT UNDER EAST PONCE DE LEON AVENUE AT 1566 SAGEWOOD

CIRCLE FRONTAGE

Project Background

The existing storm drainage system and culvert under East Ponce de Leon Avenue has experienced failure

due to a collapsed conduit under East Ponce de Leon Avenue. A new culvert and associated structures

need to be installed to properly drain the area upstream of East Ponce de Leon Avenue for the long term

structural soundness of the road.

LOCATION C: 5170 EAST PONCE DE LEON AVENUE

Project Background

The existing storm drainage system and culvert under East Ponce de Leon Avenue has experienced failure

due to a complete sedimentation of the system. A new culvert and an associated inlet structure need to be

installed to properly drain the area upstream of East Ponce de Leon Avenue for the long term structural

soundness of the road.

Location Notes

1. Abandon the existing system in place and remove existing catch basin structure top to a point of

existing shoulder grade.

2. Install a 30” RCP culvert under East Ponce de Leon Avenue and the multi-use trail.

Approximately 120 linear feet of 30” diameter RCP pipe - see accompanying exhibit.

3. Install headwalls at each end.

4. Install a pedestal top inlet junction box in the shoulder on the north side of East Ponce de Leon

Avenue to capture ditch and roadway surface drainage from an uncurbed section.

5. Outlet and inlet protection per GSWCC Erosion Control Manual Structural Measure St1.

6. Pavement repair of road and multi-use trail to match existing pavement cross section.

7. Clean work area.

Special Notes

1. The city has obtained an easement and right of entry from the cemetery to drain outletting flow

onto the cemetery property.

LOCATION D: 2241 MOON STREET

Project Background

The existing storm drainage system and culvert under Moon Street has experienced failure due to a

complete sedimentation of the system. A new culvert and an associated inlet structure need to be installed

to properly drain Moon Street and avoid excessive ponding.

Location Notes

1. Sawcut roadway and remove the existing conduits, catch basin structures, and headwall,

approximately 80 linear feet.

2. Install an 18” diameter RCP culvert under Moon Street and an 18” diameter HDPE pipe outfall to

the north. Approximately 35 linear feet of 18” diameter RCP pipe and 45 linear feet of 18”

diameter HDPE pipe - see accompanying exhibit. Match existing elevations.

3. Install headwall at downstream end.

4. Install catch basins on each side of Moon Street.

5. Outlet and inlet protection per GSWCC Erosion Control Manual Structural Measure St1.

Page 5 of 18

Commodity Codes

• NAICS 236220Commercial and Institutional Building Construction
• NAICS 237310Highway, Street, and Bridge Construction
• NAICS 237990Other Heavy and Civil Engineering Construction

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