00017512 RFB V2.xlsx

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Issue Date: 7/16/2026 Revised 7/20/2026 Bid due date and time: 8/5/2026 2:00 pm

Project Name: OR126E MP10.87-38.02 Intermittent Overlay Paving

Project description (include milepoint locations): Intermittent 2" overlay paving on OR126E (015) from MP10.87 to 38.02, full width edge of pavement to edge of pavement. Adjust existing guardrail to grade. The exact amount of guardrail adjustment is unknown so an allowance of 1,000' has been included in this bid as a starting point. Overlay paving is to extend to face of guardrail post, or the face drainage curb under the rail if present. Remove existing recessed markers before proceeding with overlay paving. At BR03964A Gray Ck (MP10.44), taper grind 0"-2" on both ends and inlay 2" across the deck (5" AC existing). Per 00744.90, sawing and sealing joints is incidental to the paving. Shoulder rock is assumed to be installed 3' wide with the compacted depth equal to the overlay thickness. At paved driveways and driveway approaches, wing out 2.5' per inch of ACP thickness and taper down to existing grade. Milled tapers at project start and stop points and county road approaches (taper lengths for highway butt joints per RD610, taper county road connections 50' per inch of ACP thickness). Longitudinal markings and legends and bars to match existing color, layout/location, and material as existing. Follow 00744.44(c) regarding guidance for drop offs at the longitudinal joint due to overlay paving.

ODOT Site Representative (if different than ODOT Project Manager):

Required Completion Date: October 30, 2026

CONTRACTOR INFORMATION

Contractor (COMPANY) Legal Name:

Address:

Contact Person: Email:

Phone: CCB #:

Contractor's On-Call Region 2 Paving Price Agreement Number: PO-73000-

Contractor’s signature below indicates its firm offer to provide the Services described in this Work Order in accordance with all terms, conditions, and specifications contained in the Price Agreement referenced above, and any additional specifications contained within this Work Order and its attachments. The Work Order is not effective until it is signed by ODOT's Procurement Authority, and ODOT issues a notice to proceed.

Contractor Signature: Date:

X This project requires compliance with the domestic preference requirements of ORS 279C.303. Contractor shall comply with Price Agreement Exhibit A - State Buy America Provisions.

X This project requires payment of the following prevailing wage rates, which are available online at http://www.oregon.gov/boli/WHD/PWR/Pages/pwr_state.aspx:

The “PREVAILING WAGE RATES for Public Works Contracts in Oregon” dated July 5, 2026

Table of Work Locations.PDF

X One or more traffic lanes may be closed when allowed, shown, or directed during the following periods of time:

MP10.87-13.06: No closures during commute times (5:30 AM to 9:00 AM and 3:30 PM to 7:00 PM), and no work on fridays, weekends, or holidays.

MP13.06-38.02: No work on weekends or holidays.

X Portable Changeable Message Signs (PCMS) shall be placed a minimum of 7 days in advance of any ramp or lane closure to alert the public of the closure. The location of the PCMS and the message on the PCMS shall be submitted to the Project Manager as part of the Contractor’s proposed TCP.

Traffic will be allowed on the cold planed surface up to ____ calendar days after removing the existing surface. Sweep and clean the cold planed surface before opening to traffic.

COMMENTS & SPECIAL INSTRUCTIONS:

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