Exhibit 1 - Special Provisions~1.docx

SPECIAL PROVISIONS FOR

Cascade Locks Maintenance and Stockpile Yard 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. This Project consists of two different paving locations within ¼ mile from each other.

a) Cascade Locks Maintenance - 60 NE Forest Ln Cascade Locks OR 97014.

b) Cascade Locks Stockpile Yard - 30 Wa Na Pa St Cascade Locks OR 97014.

2. Pave 2” depth inlay, level 3 – ½ inch ACP at Maintenance yard. Approximately 68,150 sqft

3. Pave 6” and 4” depth, level 3 - ½ inch ACP at Stockpile site over existing gravel. Approximately 950 sqft @ 6” and 2,800 sqft @ 4”

4. ODOT will provide prep work including preparation of aggregate base, 2” asphalt grinding at Maintenance yard and sweeping.

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:

Cascade Locks Maintenance (60 NE Forest Ln Cascade Locks 97014) and stockpile yard (30 Wa Na Pa St Cascade Locks 97014)

Cascade Locks Maintenance (60 NE Forest Ln Cascade Locks 97014) and stockpile yard (30 Wa Na Pa St Cascade Locks 97014)

Cascade Locks Maintenance

Cascade Locks stockpile yard

STOCKPILE AND STAGING LOCATIONS

Onsite staging of equipment will be made available. Location will be determined by local Transportation Maintenance Manager on site. Kent Kalsch 1-541-490-2367

APPLICABLE SPECIFICATIONS

The 2024 Oregon Standard Specifications for Construction (“Standard Specifications”) include detailed technical specifications in Sections 00200 and beyond that apply to this ITB and any resulting Contract. Some sections of the technical specifications may be identified and modified in the Plans and Special Provisions. Sections of the technical specifications not identified in the Plans and Special Provisions remain applicable to the Contract according to their original terms.

Sections in Part 00100 of the Standard Specifications (General Conditions) are not applicable to the Contract unless they are specifically identified in the Plans and Special Provisions as being applicable. However, if a Part 00100 section that has been identified as being applicable references another section in Part 00100, or a technical specification (Parts 00200 and beyond) references a section from Part 00100, that section from Part 00100 applies to the Contract for purposes of supporting and giving full effect to the specification that referenced it. Bidders can access the Standard Specifications online at:

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

All number references in these Special Provisions shall be understood to refer to the Sections and subsections of the Standard Specifications bearing like numbers and to Sections and subsections contained in these Special Provisions in their entirety.

CLASS OF PROJECT

This is a State Project.

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

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 at least 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 at least 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 at least 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. 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.

7. 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”.

8. 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”.

9. 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.

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

11. 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.

12. 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:

a) Applicable OSHA safety regulations

b) ANZI Z 133.1 Safety standards agreed upon by ODOT and local jurisdiction

c) The Manual of Uniform Traffic Control Devices (MUTCD)

d) Any other applicable safety laws, regulations and codes.

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

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

15. 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

16. 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:_____________________________”

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

District 2C 2225 NW Campus Dr.

Estacada OR 97023

LIST OF BID ITEMS

ITEM

DESCRIPTION

EST.

QTY.

UNIT

UNIT

PRICE

TOTAL

PRICE

TOTAL BID

1.

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