Exhibit 1 - Technical Specifications.docx

SPECIAL PROVISIONS FOR

US26 & Hwy 35 Jct.

Maintenance Stockpile Site Paving

DESCRIPTION OF WORK

COMPLETION OF WORK

Complete all work to be done under the contract not later than June 30th, 2025.

SCOPE OF WORK

The work to be done under this contract consists of the following.

1. Pave 2” depth overlay, level 3 – ½ inch ACP.

2. Taper all match points necessary against existing ACP.

3. A portion of ACP placement will include inside the sand shed.

4. ODOT will provide prep work including sweeping and any taper grinding.

5. Work hours are weekdays from sunrise to sunset excluding holidays unless approved by the project Manager.

LOCATION OF WORK

This project is located at location identified in the pictures below:

US 26 & HWY 35 Junction Stockpile Site

STOCKPILE AND STAGING LOCATIONS

Onsite staging of equipment will be made available. Location will be determined by local Transportation Maintenance Manager on site. Shane Jansen 503-799-3621

STANDARD SPECIFICATIONS

The 2024 Oregon Standard Specifications for construction (Standard Specifications) include detailed technical specifications that apply to this Invitation to Bid (ITB) and the resulting contract. Some sections of the Standard Specifications are identified and modified in the Special Provisions below. Sections of the Standard Specifications not identified in the Special Provisions remain applicable to the contract according to their original items.

Any number references in the Supplemental Special Provisions below shall be understood to refer to the sections and subsections of the Standard Specifications bearing like numbers.

A copy of the Standard Specifications is available at the following internet address:

http://www.oregon.gov/ODOT/Business/Pages/Standard_Specifications.aspx

Standard Drawings referenced in the Standard Specifications are available at:

http://www.oregon.gov/odot/engineering/pages/standards.aspx

SECTION 00210 – MOBILIZATION

Perform mobilization according to Section 00210 of the 2024 Standard Specifications.

SECTION 00220 – ACCOMMODATIONS FOR PUBLIC TRAFFIC

Comply with Section 00220 of Standard Specifications

SECTION 00221 – COMMON PROVISIONS FOR WORK ZONE TRAFFIC CONTROL

Comply with Section 00221 of Standard Specifications

SECTION 00280 – EROSION AND SEDIMENT CONTROL

Perform any necessary erosion and sediment control in accordance with 2024 Standard Specifications. Any work or materials needed for erosion and sediment control will be considered incidental to the project. No additional payments will be made.

SECTION 00290 – ENVIRONMENTAL PROTECTION

Perform any necessary environmental protection in accordance with 2024 Standard Specifications. Any work or materials needed for environmental protection will be considered incidental to the project. No additional payments will be made.

SECTION 00730 – EMULSIFIED ASPHALT TACK COAT

Comply with Section 00730 of the Standard Specifications, modified as follows:

00730.90 Payment - Replace this subsection, except for the name and number, with the following:

No separate measurement or payment will be made for tack coat and should be considered incidental to the bid item “Level 3, ½ inch ACP”.

SECTION 00744 – ASPHALT CONCRETE PAVEMENT

Comply with Section 00744 of the Standard Specifications. Modify as follows:

00744.16 Sampling and Testing - Replace this subsection, except for the subsection number and title, with the following:

When required under 00744.17, have a CAT I perform a minimum of one of each of the following test methods as modified in the MFTP per day.

Provide test results to the Project Manager by the middle of the following work shift. The Project Manager may waive the requirement for any of AASHTO T 308, AASHTO T 30, AASHTO T 329, AASHTO T 209, and ODOT TM 326 on a daily basis.

Provide samples or split samples to the Project Manager when requested.

00744.17 Acceptance - Replace this subsection, except for the subsection number and title, with the following:

The mixture will be accepted by visual inspection by the Project Manager. If the mixture is considered suspect, the Project Manager may request verification that the mixture is within tolerances and limits of 00744.14. When requested by the Project Manager, provide sampling and testing according to 00744.16. If the test result for each mix gradation constituent, asphalt content, and density measurement is within the specification limits, the material will be accepted. If the asphalt content, one or more gradation constituents, or the density measurement are not within the specification limits, the material that is not within the specification limits will be accepted according to 00150.25.

00744.49 Compaction - Contractor shall meet the compaction requirements listed in this section of a minimum of 91% of MAMD. Contractor shall be responsible to provide quality control and quality assurance for the project. The Project Manager reserves the right to take and test material samples, and based upon such test results, to reject any material not meeting the referenced Specifications. It is agreed and understood that the contractor shall replace all rejected material with material meeting the Specifications at no additional cost to the State.

SUPPLEMENTAL SPECIAL PROVISIONS

1. The quantities in the bid item list are intended to serve only as a guide to bidders and are not to be construed as a guarantee. All quantities are estimated and are for bid purposes only. The quantity for each bid item includes all labor, equipment and materials for all activities associated with this project. The Oregon Department of Transportation (ODOT) reserves the right to adjust quantities and add or delete, as needed.

2. Contractor shall provide a schedule to the Project Manager seven (7) days prior to the pre-construction meeting to allow for review.

3. Contractor shall schedule a pre-construction meeting with the Project Manager seven (7) days prior to the proposed start of construction.

4. Contractor shall provide a recently approved ODOT asphalt mix design for Level 3, ½ inch, ACP seven (7) days prior to the pre-construction meeting for review.

5. Contractor shall provide weigh slips for each load of ACP material placed in performance of Work under the Contract. Contractor to collect weigh slips during the shift and give the group of them to the inspector at the end of the shift.

6. Changes to the scope and/or limits of the work are to be requested in writing to the Owners Authorized Representative. The Owners Authorized Representative will respond in writing with approval or denial of the change(s). ADA ramp upgrades that are triggered due to unauthorized changes to the scope and/or limits of the work are the Contractors responsibility to remedy. Contractor or their designated representative, will design and construct the ADA ramp upgrades per ODOT standards at no expense to the agency. ADA ramp upgrades must follow the triggering activity in a timely manner.

7. Contractor shall be responsible to provide quality control and quality assurance for the project. The Contractor shall meet the compaction requirement listed in Section 0744.49 of a minimum of 91% of MAMD. The Project Manager reserves the right to take and re-test material samples, and based on such test results, to reject any material not meeting the referenced Specifications. It is agreed and understood that the Contractor shall replace all rejected material with material meeting the Specifications at no additional cost to the state.

8. All new transverse joint pavement edges shall be sand sealed. This work will be considered incidental to the bid item “Level 3, ½ inch ACP”.

9. No separate measurement or payment will be made for tack coat and should be considered incidental to the bid item “Level 3, ½ inch ACP”.

10. Defective pavement will be repaired, at no additional cost to the State, according to the Region 1 Maintenance: Guideline for Pavement Restoration or Defective Work.

11. Contractors employees and their subcontractors may not wear clothing, hats vests, etc. that have the ODOT name or “flying T” symbol.

12. There is public interest in the work. Contractor is advised to use courtesy and respect in any work site interaction with the public and to refer all public relations matters to the ODOT Project Manager.

13. Contractor shall implement safety policies, procedures and practices in conformance with all applicable local, state, and federal laws, rules and regulations including but not limited to:

1. Applicable OSHA safety regulations

2. ANZI Z 133.1 Safety standards agreed upon by ODOT and local jurisdiction

3. The Manual of Uniform Traffic Control Devices (MUTCD)

4. Any other applicable safety laws, regulations and codes.

14. All equipment utilized during this contract shall be in good and serviceable condition.

15. Correspondence for the project is required to have the project name in the subject line.

16. The invoices, certified payrolls (if applicable) and project submittals are to be via email to the Agency Authorized Representative.

Jason.P.MCNEIL@odot.oregon.gov

17. Invoices must have the following certified statement on them along with a signature by the Contractor’s Authorized Representative.

“I the undersigned, hereby certify that the above bill is true and correct and that payment has Not been received. Signature:_____________________________”

18. Invoices are to have the contract number and service period listed on the and the following billing address:

District 2C 2225 NW Campus Dr.

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