Supplier Address Quality Industrial Refinishers 901 NE Gertz Rd Portland, Oregon 97211 ContactMark SutherlandPhone1 (971) 2793500Fax Emailmark@qualityir.com Contract # 730-B37217-20 Opportunity # 730-33638RFA-19 Contract Start Date 02/11/2020 Expiration Date 01/10/2025 Supplier Number 72249 All dates are mm/dd/yyyy
Supplier Address TEC Equipment, Inc./Northwest Volvo Trucks, Inc. 750 NE Columbia Blvd. Portland, Oregon 97211 ContactJohn BarnesPhone1 (503) 2095600Fax Emailjbarnes@tecequipment.com Contract # 730-B37214-20 Opportunity # 730-33638RFA-19 Contract Start Date 02/10/2020 Expiration Date 01/10/2025 Supplier Number 1639 All dates are mm/dd/yyyy
Opportunity Summary ODOT is accepting applications from suppliers to perform truck body damage repairs on Class 7 and 8 trucks on an as-needed basis, in accordance with Special Procurement #1138-19. ODOT intends to award several Price Agreements as a result of this request for applications. SAMPLE PRICE AGREEMENT: The application and a Sample Price Agreement have been placed in the Attachments Exist folder.
Remove 50' x 3' x 6" section of existing concrete; remove 50' x 18" x 8" section of existing gutter; haul away & dispose of concrete; form & pour new concrete 8" thick at gutter and 6" thick at approach; ODOT class C with rebar; saw joint between asphalt and concrete as needed; provide signage and flagger during project.
All concrete shall be ODOT class AA 4,000 psi, 5%-8% air entrainment, with maximum #67 aggregate. Finish shall be medium broom finish. There will be a MANDATORY pre-bid meeting on Thursday, October 26, 2023 at 11:00 am; the purpose of the meeting is to tour the project site and to ask questions of the Project Manager. This pre-bid meeting will be in the parking lot of Building 3, 1102 N. 193rd East Ave Catoosa, OK 74015.
Hot mix asphalt concrete, ODOT Class C, 1⁄2" Dense, Level 3b. Catonic Emulsified Asphalt (Asphalt Tack Coat)c. Chip Seal Crushed Aggregated. 3⁄4"-0" Crushed Aggregatee. 1 1⁄2"-0" Crushed Aggregatef. 3"-0" Crushed Aggregateg. 6"-2" Jaw Run Aggregateh. 1 1⁄2" Open Aggregatei. 3" Open Aggregatej. 6" Open Aggregatek. Rip Rap Class 1l. Rip Rap Class 2m. Rip Rap Class 3n. Rip Rap Class 4o. Rip Rap Class 5p. Rip Rap Class 6q. Rip Rap Class 7r.
To be determined technically acceptable for a Hot Mix BPA, your firm must supply evidence your Hot Mix Asphalt Concrete products meet the specification set by Oregon Department of Transportation (ODOT) Class C, 1⁄2¿ Dense, Level 3 (or equivalent).
