00015771_RFB~1.xlsx
XLSX spreadsheet 30 KB Posted
- Solicitation number
- S-73000-00015771
- Issued by
- Tillamook County, Oregon
About this file
This is a Request for Bid (RFB) form issued by the Oregon Department of Transportation (ODOT) for on-call Region 2 paving services on Oregon Route 18 at milepoints 13.95 and 14.1 in Tillamook County. The project involves two separate pavement repair locations: the first location consists of an 823-foot by 48-foot section requiring a 3-inch mill and 4-inch asphalt concrete pavement (ACP) replacement with concrete barrier adjustment and rumble strip replacement, while the second location covers a 258-foot by 46-foot section requiring guardrail replacement, aggregate base work, and 3-inch milling with 3-inch inlay paving. Bid items include mobilization, traffic control, removal and replacement of guardrails and concrete barriers, aggregate base installation, pavement removal and replacement, pavement markings, rumble strips, and inlaid markers across 15 line items with estimated quantities ranging from 0.05 miles of rumble strips to 5,708 square yards of cold plane pavement removal. The bid is due on January 28, 2026, with a required completion date of February 13, 2026. The ODOT Project Manager is Cody Stone (503-953-6334, Cody.Stone@ODOT.Oregon.gov).
This RFB is limited to holders of ODOT's On-Call Region 2 Paving Price Agreement and requires compliance with Oregon Revised Statute 279C.303 domestic preference requirements and prevailing wage rates established by the State of Oregon as of January 5, 2026. Contractors must submit completed bid forms with unit and total prices through OregonBuys by the deadline. The project includes restrictions on traffic lane closures, prohibiting closures during commute hours (6 AM to 9 AM and 4 PM to 7 PM Monday through Thursday) and all day Friday, weekends, and state holidays, with portable changeable message signs required three days in advance of any closures. No aggregate compaction testing is required beyond asphalt concrete pavement testing. Work must comply with supplemental specifications and site photographs provided as project attachments.
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Other files
| File | Type | Posted |
|---|---|---|
| 00015771_bid tab~1.xlsx | XLSX spreadsheet | |
| Site Photos~1.pdf | ||
| OR18 Paving Supplemental Specs.docx | DOCX document |
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Text version
Sheet1
| REQUEST FOR BID AND RESULTING WORK ORDER |
| On-Call Region 2 Paving |
| INSTRUCTIONS: ODOT will fill in all information below except Contractor Information, Work Order Number (to be added upon award of Work Order), and pricing. ODOT will provide a list of bid items and their estimated quantities. Contractor must complete the Contractor Information section, including a signature, and insert unit and total prices for all bid items. Contractor must submit its bid by uploading the completed Request for Bid/Work Order form to the Attachments tab for the project in OregonBuys and entering the total bid price on the Items tab. |
| This request for bid and any resulting work order are subject to the domestic preference requirements of ORS 279C.303. See Project Specific Requirements section below for additional information. | |
| Request for Bid Number: S-73000-00015771 | Work Order Number: |
Issue Date: 1/15/2026 Bid due date and time: 1/28/2026
Project Name: OR18 MP13.95 and 14.1 Sunken Road Paving
Project description (include milepoint locations):
OR18 MP13.95: An 823' long x 48' wide section of OR18 14 miles from US101 needs to be repaved due to a recent sink from the December rain. Length limits are painted in the field and width limits are edge of pavement on the north side of the highway and face of curb on the south. (2) 10" rumble strips, paint layout, and inlaid markers to be replaced in kind. 264' of concrete barrier (22 - 12' sections) need to be removed, the base underneath lifted to grade, and barrier reset. Assumed rock quantity is 4' wide by 1' deep. Quantities for this location include a 3" mill, but plan to replace with 4" of ACP to correct the superelevation of the roadway. Also included is a survey bid item for the extra time likely needed to match the existing superelevation of the EB lane to set grades correctly for the WB lane and barrier adjustment. Along the centerline there is a 6" wide by +2' deep separation between the WB and EB lanes. Once the surface is removed, Contractor and PM to investigate the void and likely fill with compacted HMACP to fill the void before placement of final mat of ACP.
OR18 MP14.1: Just east of the above described location there is another sink that will required guardrail replacement and inlay paving. The repair area is 258' long x 46' wide. Length limits are painted in the field and width limits are southern edge of pavement to northern fog line. All 258' of guardrail along the southern edge of the roadway is to be removed and replaced with new rail that's adjusted up to grade. All existing rail in good condition is to be saved for maintenance staff to come pick up on site. All posts, blocks, and damaged rail is to be disposed of by the contractor. The south shoulder of the highway has dropped so once the rail is removed the shoulder will need to be built back up with aggregate base and compacted as best as site conditions allow. Assumed rock quantity is 5' wide by 1.5' deep. Contractor to assume a 3" mill with a 3" inlay for this location. Match existing rumbles, paint, and inlaid markers.
No aggregate compaction testing is required, only ACP.
| ODOT Project Manager Name and Phone number: Cody Stone 503-953-6334 |
| ODOT Project Manager Billing Address (may be an email): Cody.Stone@ODOT.Oregon.gov |
ODOT Site Representative (if different than ODOT Project Manager):
Required Completion Date: 2/13/2026
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:
| ODOT Signature (Procurement Authority): | Date: |
| ANTICIPATED WORK ITEMS (PAY ITEMS) | |
| This Work Order indicates an estimate of services/quantities required. Payment to Contractor will be made based on actual quantities provided/performed: |
| Item | Description | Est. Qty. | Unit | Unit Price | Total Price |
| 1 | Mobilization | 1 | LS | $ - 0 | |
| 2 | Temporary Work Zone Traffic Control, Complete | 1 | LS | $ - 0 | |
| 3 | Pollution Control Plan | 1 | LS | $ - 0 | |
| 4 | Construction Survey Work | 1 | LS | $ - 0 | |
| 5 | Removal of Guardrail | 1 | LS | $ - 0 | |
| 6 | Aggregate Base | 210 | TON | $ - 0 | |
| 7 | Cold Plane Pavement Removal, 3" Deep | 5,708 | SQ YD | $ - 0 | |
| 8 | Level 3, 1/2" Dense ACP Mixture (PG64-22) | 1,215 | TON | $ - 0 | |
| 9 | Longitudinal Pavement Markings - Paint | 5,970 | FOOT | $ - 0 | |
| 10 | Continuous Rumble Strips | 0.31 | MILE | $ - 0 | |
| 11 | Gap Pattern Rumble Strips | 0.05 | MILE | $ - 0 | |
| 12 | Bi-Directional Yellow Type IAR Markers, Recessed | 54 | EACH | $ - 0 | |
| 13 | Guardrail, Type 2A | 258 | FOOT | $ - 0 | |
| 14 | Adjusting Guardrail | 559 | FOOT | $ - 0 | |
| 15 | Remove and Replace Existing Concrete Barrier | 264 | FOOT | $ - 0 | |
| $ - 0 | |||||
| PROJECT SPECIFIC REQUIREMENTS |
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 January 5, 2026
| County where the work will be performed: Tillamook | |
| X | The following attachments are incorporated into this Request for Bid and any resulting Work Order: |
"Site Photos.pdf" "OR18 Paving/ Supplemental Specifications.pdf"
X One or more traffic lanes may be closed when allowed, shown, or directed during the following periods of time:
No closures during commute times: 6 AM to 9 AM and 4 PM to 7 PM, Monday - Thursday No closures on fridays, weekends, or state obsurved holidays All other times are allowed
X Portable Changeable Message Signs (PCMS) shall be placed a minimum of 3 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: |
| None |
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