JSY Joseph SS SS Pre Bid Meeting Agenda.pdf

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Attached to
Joseph State Airport Runway and Taxiway Surface Seal
Solicitation number
S-10900-00015987
Issued by
Union County, Keizer City, Oregon

About this file

This is a pre-bid meeting agenda for the Joseph State Airport Runway, Taxiway & Apron Surface Seal Project issued by the Oregon Department of Aviation (ODAV) in partnership with the engineering firm Century West Engineering. The project involves comprehensive pavement rehabilitation services including minor sealing and asphalt concrete patching of wide cracks on Runway 15-33, Taxiway A with connectors A1-A5, and associated apron areas; seal coat surface seal application; slurry surface seal installation; and pavement markings on designated surfaces. The voluntary pre-bid conference was held on March 17, 2026, at 10:00 AM via Microsoft Teams, with bid submissions required by April 1, 2026, at 2:00 PM through the Oregon Buys electronic procurement system. The project is structured in three phases with an 18-calendar-day completion requirement for substantial completion and 30 calendar days thereafter for final completion, with Phase 1 (crack sealing and patching) estimated at 11 days, Phase 2 (surface seal) at 5 days, and Phase 3 (pavement markings) at 2 days. Construction staking will be performed by the contractor using established control monuments, and all work must comply with airport safety and security protocols outlined in the project specifications.

The project is funded through the Federal Aviation Administration Airport Improvement Program (A.I.P. 3-41-0092-015-2025), consisting of 95 percent federal funding and 5 percent state funding, with an estimated total project cost range of $545,000 to $613,000. The award will be made to the lowest responsible and responsive bidder based on the base bid items in Attachment A, Form A-2, with liquidated damages of $3,000 per calendar day assessed for failure to meet substantial completion deadlines. The contractor must pay prevailing wage rates as the higher of either Davis-Bacon Wages or Oregon BOLI Prevailing Wages for Region 13 (Wallowa County), with rates included in the bid documents. Disadvantaged Business Enterprise (DBE) requirements previously applicable to federally funded projects have been suspended pending implementation of revised federal regulations, though ODAV maintains a nondiscrimination policy and encourages participation by all qualifying firms. Contractors must obtain a 10 percent bid security, maintain Oregon Construction Contractors Board (CCB) registration, secure performance and payment bonds equal to the full contract amount, carry public liability insurance with $1,000,000 combined single-limit coverage, and comply with all airport security and construction safety requirements including submission of a Safety Plan Compliance Document and proposed completion schedule five days prior to the pre-construction conference.

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5500 Meadows Road, Suite 250 | Lake Oswego, OR 9703

AGENDA – Joseph State Airport – Runway, Taxiway & Apron

Surface Seal Project

Pre-Bid Conference (Voluntary)

Project: Joseph State Airport – Runway, Taxiway & Apron Surface Seal Project (AIP 3-41-0092-015-2025)

Date & Time: Mach 17, 2026, 10:00 AM

Location: Electronic (MS Teams)

Attendees: See attached sign in sheet

Meeting Overview: This is the voluntary pre-bid meeting for all interested bidders.

I. Introductions

Engineer: Century West Engineering

• James Kirby, Century West Engineering – Sr Project Manager

• Ryan Halvorson, Century West Engineering – PM/Engineer of Record

Sponsor/Owner: Oregon Department of Aviation (ODAV)

• Anthony Beach, ODAV – State Airports Manager

• Alex Thomas, ODAV – Policy, Planning & Programs Manager

• Ermie Buncal – Program & Contracts Coordinator

II. Scope of Work

The work generally involves the following activities:

• Minor Sealing and AC Patching – Wide Crack Repair - Runway 15-33, Taxiway A, Taxiway A connectors A1-A5, and Apron;

• Asphalt Patching – Taxiway A;

• Seal Coat Surface Seal – Runway 15-33, Taxiway A, and Taxiway connectors A1, A4 & A5, and Apron;

• Slurry Surface Seal – Taxiway A from fuel facility to A4, and Taxiway connectors

A2 & A3

• Pavement Markings – All areas receiving surface seal.

III. Bids Due

Date: April 1st, 2026

Time: As described in the Invitation to Bid/Oregon Buys (2:00 p.m., Local Time), Bids open at 2:00 p.m.

Location: Electronic opening per Invitation to Bid (Teams) at 2:00 p.m following bid closure

IV. Project Funding

Federal funding through the FAA Airport Improvement Program (A.I.P.)

V. Award

Basis of Award: Lowest responsible and responsive bidder for items selected for award, Attachment A, Form A-2, Base Bid. The Sponsor reserves the right to withdraw any item from award consideration

VI. Prevailing Wage Rates

Wage rates are included as part of the bid documents. The project shall pay the higher of Davis Bacon Wages or BOLI Prevailing Wages.

VII. Disadvantaged Business Enterprise (DBE) Goal

• DBE requirements that were applicable to federally funded projects prior to

10/03/2025 effective date of the Interim Final Rule by the US Department of

Transportation are no longer in effect, and DBE requirements have been suspended pending implementation of the DBE.

• ODAV has policy to practice nondiscrimination based on race, color, sex, or national origin in the award or performance of this Contract.

• Design team encourages participation by all firms qualifying under this solicitation regardless of size or ownership.

VIII. Contract Time

Refer to “Notice to Proceed” in the Proposal.

1. Substantial Completion to be achieved 18 calendar days after NTP

2. Final Completion to be achieved 30 calendar days after Substantial Completion

3. Expiration of Asphalt Pavement Curing Period – NTP for final application of painted pavement markings during 1 consecutive calendar days.

IX. Liquidated Damages

• $3,000 per day per the Invitation to Bid

X. Addenda

No anticipated addenda at this time. An addendum is anticipated after Question Due date of March 25th if necessary.

XI. Permits:

Contractor shall pay for and obtain all permits not obtained by the owner required to complete the work. Refer to Section 01160 of the technical specs.

XII. Airport Safety, Security, Work Areas

• Safety and security is a primary concern for airport projects.

• Access to south side of airport (apron) off Airport Lane.

• No work can occur without the Engineer’s project representative or an Airport representative present. If subcontractors are working, a representative of the prime contractor shall be on site.

• The Airport Construction Safety and Phasing Plan is included in the Appendix.

Contractor shall comply with the provisions and submit Safety Plan Compliance

Document.

• Section 01300 of the specifications contains additional safety provisions and requirements. This includes the use and placement of low-level barricades, tubular markers, airport radios, checkered flags, rotating beacons on vehicles, etc.

• Section 01406 describes staking requirements for work areas.

• Drawings G-03 and G-04 show work area limits and describe their requirements.

• Airport security requirements are described in Section 01160.

• Staging areas, haul routes and project access points are shown on the plans.

• Refer to Drawing G-03 and G-04 for various work area sequencing, requirements, and restrictions.

Work Area Phasing:

• All work shall be completed within 18 continuous calendar days; the work exempt from this requirement includes the final application of pavement markings.

• 3 Phases are anticipated for the project, Crack Seal (Phase 1), Surface Seal (Phase

2), and Pavement Markings (Phase 3).

• Phase 1 is anticipated to be completed in 11 continuous days. Work adjacent to the RSA shall be completed within 1 calendar day. Phase 1 shall be completed before Phase 2 can begin.

• Phase 2 is anticipated to be completed in 5 continuous days. Work adjacent to the RSA shall be completed within 3 calendar days. Phase 2 shall be completed before Phase 3 can begin.

• Phase 3 is anticipated to be completed in 2 day. Work adjacent to the RSA shall be completed in 1 day.

Runway Closure Schedule:

1. 1 calendar days for Work Area 1 in Phase 1.

2. 3 calendar days for Work Area 1 in Phase 2.

3. 1 calendar day for Work Area 1 in Phase 3.

As required in Section 01160 of the General Requirements, the Contractor shall submit a proposed schedule for completion of the work 5-days prior to the pre-construction conference in order to allow the ODAV to coordinate notification with airport users.

XIII. Construction Staking

Construction staking shall be performed by the Contractor. Control monuments have been established. Refer to Section 01406. Contractor shall do all staking. Staking is anticipated to include, but is not limited to:

• Pavement markings

XIV. Quantities

• Quantities will be reviewed in the field with RPR/Inspector daily.

• Quantities developed may be slightly different from current existing conditions.

As a result, quantities may need to be revised during construction.

XV. Erosion Control

Erosion control plan is provided per EC-01.

XVI. Questions?

File details come from the government source that posted it. Updated .