Greenway Ped Structures Addendum #1 8-13-26.pdf

Addendum No. 1 Page 1 of 1

Date:

To:

August 13th, 2026

Potential Bidders

Project:

Owner:

Engineer:

Greenway Structures (6, 7, 17, 102, & 103) Repairs & Replacements

COR Project No. 274-PR-PEDSTRUCTURES-2025R A&O Group Project No. 2023.080

City of Raleigh 222 W. Hargett Street, Suite 601 Raleigh, NC 27601

Alpha & Omega Group, PC 4601 Lake Boone Trail, Suite 3C Raleigh, NC 27607

RE: Addendum No. 1

This Addendum Includes:

• Introduction

• Addendum Information

• Addendum #1 and #2 from the original bid are attached for reference.

Introduction:

This addendum, applicable to the work designated herein, shall be understood to be and is an Addendum to the contract documents and, such, shall become a part of and included in the contract. All other terms, conditions, and descriptions remain the same. This new addendum No.

1 replaces all addenda from the previously advertised for bid project. Material from previous addenda have been incorporated into the updated plans and specifications and/or included in this addendum No. 1. Make sure to obtain and use the re-issued bidding documents, which can be obtained by reaching out to Ted Bartelt, PE, at the email address below.

This project has been re-advertised for bid due to insufficient bids received at the first bid opening. The re-advertised bid opening date is Tuesday, September 29th, 2026, at 11:00 AM.

Please reach out to Ted Bartelt, PE, at tlbartelt@aogroup.com for bid documents.

Addendum Information:

Pre-Bid Meeting The upcoming pre-bid meeting on Thursday, August 27th, 2026 at 11:00 AM is not mandatory, but attendance is strongly encouraged.

Base bid has been changed to Structures 102 and 103; Alternate #1 is for structures 6 and 7;

Alternate 2 is structure 17, Wood; and Alternate 3 is structure 17, Steel. Construction access has been acquired for Stuart Drive to access structure 6.

End Addendum #1 mailto:tlbartelt@aogroup.com

Addendum No. 1 Page 1 of 12

May 29, 2026

ADDENDUM NO. 1

RE: Greenway Structures (6, 7,17, 102 & 103) Repairs and Replacements Engineer’s Project No.: 2023.080 City of Raleigh Project 274-PR-PedStructures-2025

Bid Opening Date: 1:30 PM, Wednesday, June 17, 2026

To Whom It May Concern:

This Addendum shall become a part of the Project Manual for the above referenced project and shall be securely attached to the front cover of the project manual.

Each bidder shall be responsible for notifying his subcontractors and/or vendors of the contents of the Addendum.

Revised or newly issued bulletin drawings (if any) contained in this Addendum shall supersede and take precedence over any conflicting information in the original drawings. Modified or newly is-sued sheets for the Project Manual contained in this Addendum shall supersede and take prece-dence over any conflicting information in the original Project Manual.

Identify all addendums on the bid proposal form. Bids not identifying addendum receipt will not be accepted for consideration.

The attached pre-bid minutes are made a part of the Contract:

• Pre-Bid meeting minutes

• City of Raleigh MWBE Policy presented by Pam Adderly

The following items were discussed during the pre-bid meeting:

1. Access to Structure #6. The existing structure #6 is being demolished – closest area to access is off of Post Oak Rd and as shown on the plans there is a construction access. This is COR property at the end of road. Response: Structure #6 shall be demolished at its existing location and reconstructed at a new location to the south, as shown in the Contract Documents. The Contractor is advised that while construction access is depicted on Sheets C1.5 and C1.6 at the end of Stuart Drive, the City did not acquire an easement for such access. Accordingly, the Contractor shall access the existing and proposed locations of Structure #6 using only the

ADDENDUM #1 ATTACHMENTS

FOR REFERENCE ONLY

Addendum No. 1 Page 2 of 12 available access points located on City-owned property at the end of Post Oak Road or at the cul-de-sac on Tyndall Court and shall coordinate all construction activities accordingly.

2. Access to Structure #7. Tyndall Street - This access (construction access) is included in dis-turbed area on the construction plans. Response: Access to Structure #7 from Tyndall Street is depicted as construction access within the limits of disturbance shown in the Contract Doc-uments. The Contractor is advised that current construction plans (Sheets C2.1, C2.2, and C2.3) illustrate the limits of construction extending through City of Raleigh property and the prop-erty located at 7133 Tyndall Court. The City is in the process of acquiring a temporary con-struction easement for the access on 71334 Tyndall Court. The Contractor shall coordinate all access and construction activities in accordance with the approved limits of disturbance and any granted easements.

3. Access Structure 17. Sertoma Arts Center. Adequate access is available - from Sertoma Arts Center parking area and along existing trail. Response: Adequate access is available from the Sertoma Arts Center parking area and along existing trail connection as depicted on Sheets C3.0 and C3.1. Construction staging area shall be coordinated with the Sertoma Arts Improve-ment project which will be under construction starting summer 2026.

4. What is the anticipated time of completion for the work? Response: Bidder agrees that the work will be substantially complete within 270 calendar days after the date when the Contract Times commence to run as provided in Paragraph 4.01 of the General Conditions, and will be completed and ready for final payment in accordance with Paragraph 15.06.B of the General Conditions within 30 calendar days after the date when the Contract Times commence to run.

The 270 calendar days will be broken down per the Schedule of Alternates as follows:

• Base Bid Structures #6 and #7 – 90 calendar days

• Alternate No. 1 Structures #102 and #103 – 60 calendar days

• Alternate No. 2 or 3 for Structure #17 for wood or steel replacement - 120 calendar

5. Who is doing Special Inspections (SI) and Construction Materials Testing (CMT)? Response:

Froehling & Robertson (F&R) will provide engineering technicians and special inspectors to perform the requested CMT and SI services. Details of SIs are covered in the plans on Sheet S3.0 Alternate #2 Structure #17 SI. This includes Statement of SIs, Schedule of SI Services, Schedule of SI Services Concrete Construction, Schedule of SI Services Wood Construction, Schedule of SI Services Cast-in-Place-Deep-Foundations, and Schedule of SI Services Soils. It’s also included on Sheet S4.0 Alternate #3 Structure #17 SI. This includes Statement of SI, Sched-ule of SI Services, Schedule of SI Services Structural Steel and High-Strength Bolting, Schedule of SI Services Welding of Structural Steel, Schedule of SI Services Soils, Schedule of SI Services Retaining Walls Exceeding 5 Feet.

6. Who will schedule the SI and CMT services? Response: A&O Group has hired F&R and will schedule the SI and CMT services with F&R. F&R has estimated for a Special Inspector to be on site full-time for 2 weeks during retaining wall construction.

7. How does the logistics of Bid Delivery and Bid Opening at different locations work? Response:

The Department of Parks, Recreation and Cultural Resources (PRCR) encourages the bidders to deliver the bids to bid opening meeting location at Sertoma Arts Center as advertised in the

Addendum No. 1 Page 3 of 12

Advertisement for Bids but if some bidders would like to send bids by mail, PRCR advises them to make sure it will be delivered to Mark Heinicke at least 24 hours in advance on Wednesday, June 16 before the bid opening on Thursday, June 17, or they can hand deliver them to Mark Heinicke in person at least 24 hours in advance on Wednesday, June 16 before the bid opening on Thursday, June 17.

8. What other projects are occurring at the park site? Response: As part of the 2022 Parks Bond referendum, the Sertoma Arts Center will undergo extensive renovations and an expansion to address building improvement needs and accommodate its growing program demands. The project includes the renovation and expansion of the facility, along with associated site im-provements. Currently, construction is expected to begin in the Summer of 2026. Specific in-formation about the closing dates and temporary programming relocation will be forthcoming.

A PDF of the 2D plan with notes for bidders is being finalized for the Sertoma Arts Center bid packages now and will be provided once finalized. The Construction Manager at Risk (CMAR) is Monteith. See link for project information on the Sertoma Arts Center Improvements project at Sertoma Arts Center Improvements | Raleighnc.gov

9. What City of Raleigh Water project is affecting Structure #17? Response: The City of Raleigh Water Department is undertaking a sanitary sewer system improvement project to enhance system capacity, resiliency, and long-term performance. The project includes the installation of approximately 15,500 linear feet of new, larger-diameter gravity sewer pipe and the reha-bilitation of approximately 13,000 linear feet of existing sewer pipe through the installation of a structural liner. In the vicinity of Structure #17, the scope of work will consist of structural lining of the existing sewer only; no new sewer pipe installation is anticipated in this area.

Construction is currently anticipated to begin in September/October 2026. Work will com-mence at the confluence of Crabtree Creek and Mine Creek and will progress upstream. Addi-tional coordination details, including specific sequencing and impacts near project features, will be provided as they become available. See link for Mine Creek Outfall Gravity Sewer Re-placement at Mine Creek Outfall Gravity Sewer Replacement | Raleighnc.gov

10. How will existing asphalt trail pavement be protected? Response: The Contractor shall deter-mine their own means and methods of protection of asphalt. The Contractor is reminded of the General Conditions under Section 7.13 Safety and Protection items C3 and D.

11. What is the new equipment installed at Structure #17 noted during the field walk after the pre-bid meeting? Response: This is USGS equipment to monitor the lake level for Wake County and the rainfall for the City of Raleigh. City staff will contact USGS and let them know of the upcoming work and USGS will remove and relocate their equipment to another location away from Structure #17.

Any other additional questions should be submitted to Forrest Robbins at the A&O Group at (919) 981-0310 Ext. 109 or email ferobbins@aogroup.com who will work on producing responses and will issue another addendum.

Attachments: 1. Pre-Bid Conference Agenda 2: Pre-Bid Conference Sign-in Sheet 3: Plan Holders List 4: BEOP Presentation (use link) https://raleighnc.gov/projects/sertoma-arts-center-improvements https://raleighnc.gov/projects/mine-creek-outfall-gravity-sewer-replacement https://alphaomegagroup-my.sharepoint.com/:b:/g/personal/tlbartelt_aogroup_com/IQAfYohMpqChRbIGPeNUVoGTAe4QOS8cqchAjDbjvF_xnO0?e=Lz2bIu

Addendum No. 1 Page 4 of 12

5: Brentwood Deed of Easement 6: Brentwood Elementary Easements and Tree Conservation Plat

7. Sertoma Arts Center Improvements Logistic Plan

8. USGS Monitoring Equipment Photo

This concludes Addendum No. 1

Greenway Pedestrian Structures (6, 7, 17, 102, 103) 274-PR-PedStructures-2025

Pre-Bid Conference Agenda

Thursday, May 21, 2026

PRE-BID MEETING AGENDA Date: May 21, 2026

Attendees: see sign-in sheet

1. INTRODUCTIONS:

• Lisa Schiffbauer - City Of Raleigh (Engineering Administrator)

• Mark A. Heinicke PLA, CPRP, CLARB - City of Raleigh (Capital Projects Manager)

• Bill Needham, PE - A&O Group (Civil Engineer) - Absent

• James J. Barcomb PE, A&O Group (Structural Engineer) - Absent

• Forrest Robbins - A&O Group (Project Manager)

• Pam Adderly – City of Raleigh BEOP (Economic Development Analyst)

Project Overview:

The Project consists generally of the following major items:

• Base Bid - includes convert the existing structures 6 & 7 to prefabricated fiberglass truss bridges and place them in new locations close to existing structures.

• Alternate 1 - included structures 102 & 103 and will consist of demolition of the existing timber decks on (2) separate steel truss structures and installing new Fiberglass Reinforced Polymer (FRP) deck panels.

• Alternate 2 - includes structure 17 and will consist of demolition of the existing timber deck, metal rails, existing glulam beams and the removal of existing abutments. This alternate will include the replacement of all glulam beams of varying sizes including glulam floor beams. Install wood joists, blocking, fascia and cover with timber decking. Replace all rails with prefabricated metal rail panels complete with rail end supports thru-bolted to the glulam beams.

• Alternate 3 - includes structure 17 and will consist of demolition of the existing timber deck, metal rails, existing glulam beams, removal of the existing abutments and the demolition and fabrication of the existing pier supports. This alternate will include the replacement of all glulam beams with main support I-beams. The remaining members of the superstructure consist of I-beam floor beams and stringers and the deck will be FRP grate. Replace all rails with prefabricated metal rail panels complete with rail end supports thru-bolted to the glulam beams.

Bid Opening - Pursuant to the General Statutes of North Carolina, Section 143-128 et. Seq, sealed proposals are invited and will be received in person on Wednesday, June 17, 2026, at 1:30 PM Sertoma Arts Center, Sertoma AR Raleigh Room, Raleigh, NC 27612. Bids shall be submitted in signed hard copy; electronic copies will not be accepted. The sealed proposal public opening can also be viewed via virtual meeting in an effort to limit the size of meetings. We strongly recommend viewing the opening via streaming and strongly recommend that each submitting firm only send one representative if desiring to have an in-person presence, so that recommended social distancing can be provided.

ATTACHMENT #1

City Contacts: Mark A. Heinicke, PLA will serve as Project Manager and the City contact for the project (919) 996-4798 or at mark.heinicke@raleighnc.gov. The city is providing full-time inspection for the project. Contractor will be responsible for Survey and Staking of the project.

Minority and Woman-Owned Business Enterprise (MWBE) Requirements: Pursuant to N.C.

General Statutes 143-128.2 and 143-131, bidders shall identify certified MWBE participation in their bids and document the Good Faith Efforts performed to identify certified MWBEs. The City’s aspirational goal is 15% certified MWBE participation for construction projects of $300,000 or more and $100,000 or more that includes state funding.

• All bidders are required to demonstrate a good faith effort to meet this goal, regardless of if a Bidder is itself a certified MWBE.

• For more details regarding these requirements, refer to the 'Information for Bidders Regarding Compliance' included in the specification documents.

• Questions related to the MWBE Policy can be directed to beop@raleighnc.gov

• Required MWBE construction forms to be submitted with bid are noted in City’s MWBE

Program Information for Bidders document in the project manual.

NCDOT STANDARDS: NCDOT Standard Drawings and Specifications dated January 2024.

Notice to Proceed: When we have a Contract, the date of NTP will be negotiated.

Liquidated Damages Liquidated damages of $1500 per calendar day that expires after Substantial Completion of 270 days will be assessed until the work is substantially completed. (review Art. 5 of the Bid Form) If the project is not completed in 270 days (Section 520 Agreement, p. 00520-3), the contractor will pay $1500 per day until the work is completed and ready for final payment. The completion time includes completion of all Punch List Items.

Construction Meetings (SC-10.03.A - Item #3a)

• Pre-Construction Conference will be scheduled after execution of the Contract and Contractor will provide construction schedule during the meeting

• The city plans to conduct Bi-Weekly meetings or as necessary construction meetings throughout the project onsite.

Right-of-way Agreements: There are no right of way agreements in the project.

Status of Utility Relocations: There are no utility relocations in the project.

Status of Permits:

• SPR Building Permit. Allowance of $5,000.

Special Inspections.

Addendums:

mailto:beop@raleighnc.gov

Questions and comments on the plans and specifications received in writing after June 10, 2026, may not be answered (Section 00200 Instructions to Bidders, p. 00200-7). The final Addendum, if required, will be issued by end of the day on Friday June 12, 2026. The questions and comments received after the mentioned time may not be answered.

Bid Package: Contractors to submit Bid Package according to BIDDING REQUIREMENTS (Section 00200 Instructions to Bidders thru Section 00444 Notice to Contractor) section of the Contract Documents.

Questions/Comments:

City Water Contract…..Potential

Sign In Sheet

Owner:

Project Name:

City of Raleigh Project No:

Designer:

Date:

Time:

Location:

City of Raleigh

Greenway Pedestrian Structures (6, 7, 17, 102, & 103)

274-PR-PEDSTRUCTURES-2025

A&OGroup, Inc.

Thursday, May 21st, 2026

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Contractor/Address Phone Scotia Construction Inc. Wyatt, Stevens PO Box 66 (919) 825-7542 cell Cary, NC 27512 wyatt@scotiaconstructioninc.com Browe Construction Sam Gore 451 Oak Tree Drive (919) 422-9512 cell Selma, NC 27576 (919) 415-1616 office sam.gore@browecon.com Hollins Construction Services, Inc. Tony Hollins 3650 Rogers Road, Suite 320 (919) 761-3937 cell Wake Forest, NC 27587 tony.hcsinc@gmail.com Fred Smith Company Caleb Ellis 701 Corporate Center Drive, Suite 101 (919) 868-9334 Cell Raleigh, NC 27607 Carl Collie caleb.ellis@fredsmithcompany.net (919) 901-8225 PGA Construction, Inc. Tim Reeser 9 Crosswinds Estate Dr. (919) 610-1260 Cell Pittsboro, NC 27312 pgaconstruction1@gmail.com Span Builders, LLC Robbie Whitfield 3434 Edwards Mill Road (919) 451-3088 Cell Raleigh, NC 27606 r.whitfield@spanbuilders.net Joe Moore & Company Stephen McAdams 1431 Gavin St (919) 280-0385 cell Raleigh, NC 27608 (919) 832-1665 office s.mcadams@joemoorecompany.com BAR Construction Company, Inc. Austin Riccio 611 A Industrial Avenue (336) 274-2477 Greensboro, NC 27406 (336) 544-5796 direct Ariccio@barconstruction.com Goulding Construction, Inc. Paul Goulding P.O. Box 136 (919) 320-7496 Cell Clayton, NC 27528 paul@gouldingconstruction.com ConstructConnect Kathy Lyons

(513) 458-5987 kathy.lyons@constructconnect.com H.M. Kern Corporation Kristi Pruit 160 Thatcher Road (336)668-3213 Greensboro, NC 27409 estimating@hmkern.com

City of Raleigh Bridges 6, 7, 17, 102 and 103

ATTACHMENT #3

mailto:wyatt@scotiaconstructioninc.com mailto:sam.gore@browecon.com mailto:tony.hcsinc@gmail.com mailto:caleb.ellis@fredsmithcompany.net mailto:pgaconstruction1@gmail.com mailto:r.whitfield@spanbuilders.net mailto:s.mcadams@joemoorecompany.com mailto:Ariccio@barconstruction.com mailto:paul@gouldingconstruction.com mailto:kathy.lyons@constructconnect.com mailto:estimating@hmkern.com

Crowder Construction Company Emily Gulledge 6409 Brookshire Blvd. (714) 348-1380 Charlotte, NC 28216 egulledge@crowderusa.com Chapmans Construction LLC Noah Chapman 25 dixie Farms Rd (919) 497-2477 Louisburg, NC 27549 chapmansconstruction1@gmail.com Stone Restoration of America Angel Quinteros PO Box 561990 (980) 517-5472 Cell Charlotte, NC 28256 estimating@stoneres.com American Plastic Lumber, Inc. Phil Mueller

(530) 363-3000 Cell

(530) 677-7700 office phil@aplinc.us Engineered Construction Company Scott Dawson, Sr.

900 Paverstone Dr. (919) 954-9090 Raleigh, NC 27615 sdawsonsr@engrconst.com Sun Coast Group Chris McGovern 3125 Medlock Bridge Rd. (470) 557-1791 cell Norcross, GA 30071 (800) 650-0048 office chris@suncoast-group.com mailto:egulledge@crowderusa.com mailto:chapmansconstruction1@gmail.com mailto:estimating@stoneres.com mailto:phil@aplinc.us mailto:sdawsonsr@engrconst.com mailto:chris@suncoast-group.com

Addendum No. 1 Page 8 of 12

ATTACHMENT #4

BEOP Presentation https://alphaomegagroup-my.sharepoint.com/:b:/g/personal/tlbartelt_aogroup_com/IQAfYohMpqChRbIGPeNUVoGTAe4QOS8cqchAjDbjvF_xnO0?e=Lz2bIu

ATTACHMENT #5

ATTACHMENT #6

Addendum No. 1 Page 11 of 12

ATTACHMENT #7

Addendum No. 1 Page 12 of 12

ATTACHMENT #8

Addendum No. 2 Page 1 of 1

June10, 2026

ADDENDUM NO. 2

RE: Greenway Structures (6, 7,17, 102 & 103) Repairs and Replacements Engineer’s Project No.: 2023.080 City of Raleigh Project 274-PR-PedStructures-2025

Bid Opening Date: 1:30 PM, Wednesday, June 17, 2026

To Whom It May Concern:

This Addendum shall become a part of the Project Manual for the above referenced project and shall be securely attached to the front cover of the project manual.

Each bidder shall be responsible for notifying his subcontractors and/or vendors of the contents of the Addendum.

Revised or newly issued bulletin drawings (if any) contained in this Addendum shall supersede and take precedence over any conflicting information in the original drawings. Modified or newly is-sued sheets for the Project Manual contained in this Addendum shall supersede and take prece-dence over any conflicting information in the original Project Manual.

Identify all addendums on the bid proposal form. Bids not identifying addendum receipt will not be accepted for consideration.

The following questions were asked after pre-bid meeting:

1. Chapman's Construction: We’re working through final material cost confirmations for the Greenway Pedestrian Structures RFP and are finding it challenging to get all vendor/supplier numbers locked in on the current timeline. To ensure we submit the most accurate and com-petitive pricing possible, could you please grant us an additional two weeks to finalize and deliver our response? We’re committed to producing a strong, aggressive bid and believe the extra time will allow us to avoid assumptions that could compromise price accuracy. If helpful, I’m happy to discuss our progress or provide a brief update on what remains outstanding.

Response: At this time there will be no change in bid opening date and time as shown at the top of this addendum.

This concludes Addendum No. 2