Bellinger Scale Bid Booklet~1.pdf

BID BOOKLET

FOR HIGHWAY CONSTRUCTION

LINN COUNTY ROAD DEPARTMENT

ALBANY, OREGON

ASPHALT PAVING AND STRIPING

2025 OVERLAY

BELLINGER SCALE ROAD

LINN COUNTY

CLASS OF PROJECT COUNTY

CLASS OF WORK ASPHALT CONCRETE PAVING AND OILING

BID OF

2025 Overlay Asphalt Paving and Striping

P2501, Bellinger Scale Road Overlay, Bidding, March 18, 2025

TABLE OF CONTENTS FOR BID BOOKLET

DESCRIPTION OF WORK

TIME AND PLACES OF RECEIVING BIDS (BID CLOSING)

PLACE, TIME, AND DATE OF READING BIDS (BID OPENING)

COMPLETTION TIME LIMIT

CLASS OF PROJECT

CLASS OF WORK

APPLICABLE SPECIAL PROVISIONS

BID SECTION

BIDDER’S CHECKLIST

INSTRUCTIONS FOR MODIFYING BIDS

LETTER FORMAT FOR MODIFYING BIDS

FIRST-TIER SUBCONTRACTOR DISCLOSURE FORM INSTRUCTIONS

DBE INFORMATION

DBE COMMITMENT REQUIREMENTS

EXAMPLE OF BID SUBMISSION ENVELOPE

SPECIAL PROVISIONS FOR HIGHWAY CONSTRUCTION

APPENDIX A – BID SECTION

P2501, 2025 Overlay, Bidding, March 18, 2025

Bellinger Scale Road Linn County

TIMES AND PLACES OF RECEIVING BIDS (BID CLOSING)

Bid Closing for the work described above will be 9:15:00 a.m. on the 18th day of March, 2025.

Before 9:15:00 a.m. on the day of Bid Closing, Bids shall be submitted to:

Darrin Lane, County Administrative Officer, Linn County Courthouse, 300 Fourth Avenue S.W., Room 201, Albany, Oregon 97321

Bids, Bid modifications, and Bid withdrawals will not be accepted on or after 9:15:00 a.m. on the day of Bid Closing.

PLACE, TIME, AND DATE OF READING BIDS (BID OPENING)

Bid Opening for the work described above will be opened and read at the Linn County Courthouse, Board of Commissioners, 300 Fourth Avenue S.W., Room 201, Albany, Oregon, beginning at approximately 9:35 a.m. on the day of Bid Closing.

COMPLETION TIME LIMIT

See Special Provisions Subsection 00180.50(h).

CLASS OF PROJECT

This is a County Project.

CLASS OF WORK

The Class of Work for this Project is: Asphalt Concrete Paving and Oiling.

APPLICABLE SPECIAL PROVISIONS

The Special Provisions booklet applicable to the above-described work, for which Bids will be opened at the place, time, and date stated above, is that which contains the exact information as shown above.

Bidders are cautioned against basing their Bids on a booklet bearing any different description, date(s), class of project, or class of work.

BID SECTION

The Bid Section can be found as Appendix A.

BIDDERS CHECKLIST

Before sealing this Bid, have you:

Completed the Bid Schedule according to 00120.40(c)?

Read and understood the Bid Proposal Certifications (Appendix A)?

Filled in the required information on pages 6 and 7 of the Bid Proposal (Appendix A)?

Filled in and had the Surety sign the Bid Bond in Appendix A, or included an irrevocable letter of credit issued by an insured institution as defined in ORS 706.008, a cashier's check, or a certified check according to 00120.40(e)?

Completed a limiting statement on page 7 of the Bid Proposal, when appropriate, according to 00120.50?

Filled in the required information on pages 6 and 7 or pages 6, 9, 10, and 11 of the Bid Proposal;

affixed proper signatures on page 8 or pages 9, 10, and 11 of the Bid Proposal according to subsection 00120.40(d), and had the signatures notarized?

Documented your DBE commitment using the form "DBE Commitment Certification and Utilization Form"?

Used DBE firms certified by the Certification Office of Business Inclusion and Diversity (COBID) to meet your DBE Commitment? (See DBE Information)

Prequalified through ODOT according to 00120.00?

Prequalified through the Linn County Road Department according to 00120.00?

Identified as a Plan Holder on the Plan Holder’s List through the Linn County Road Department “Plan Holder Registration” according to 00120.05?

Failure to complete and/or affix signatures as noted above will be cause for rejection of this Bid.

INSTRUCTIONS FOR MODIFYING BID

General - Bid modifications must be received in writing by hand delivery, mail, parcel delivery service, email, or by electronic facsimile (FAX) transmission prior to the time designated for Bid Closing. Bid modifications received after Bid Closing will not be considered. Incomplete or late transmittals will not be accepted, regardless of reason.

Bids will be modified at the Bid Opening according to the information received.

Instructions and Format - Make modifications to Bids according to the “Letter Format for Modifying Bid” document located in this Bid Booklet and the following:

• Prepare the modifications on the Bidder's letterhead stationery.

• Include the Project title and the Bidder's company name.

• Make changes (increase/decrease statement) for each affected Bid Item. (Lumping the changes into one Bid Item may result in the Bid Item being unbalanced, causing the Bid to be considered irregular and constituting grounds for Bid rejection.)

• List all decreased-in-Bid items in numerical order first, then list all increased-in-Bid items.

• Show the total difference in the Bid last. (Do not refer to your original Bid total. Do not show a new Bid total. Do not include a new Bid Schedule.)

• Print name and sign the letter by an individual authorized to execute Bids.

Hand Delivery, Mail, or Parcel Delivery Service - If delivering by hand, mail, or parcel delivery service deliver to:

Darrin Lane, County Administrative Officer, Linn County Courthouse, 300 Fourth Avenue S.W., Room 201, Albany, Oregon 97321

FAX Transmittals - If using FAX as transmission, send them according to the following:

• Send the FAX to the FAX telephone number 541-926-8228. FAX transmittals will be accepted only at this number. (Contractors will be responsible for the payment for the transmission of Bid modifications.)

• The time of receipt of FAX transmittals by the County will be determined by the time which is electronically imprinted upon the Bid change by the County facsimile machine.

• The Agency is not responsible for any failed or partial FAX transmissions of Bid changes, caused by whatever reason, mechanical failure or otherwise.

• Complete Bids will not be accepted by FAX.

Email - If using email as transmission, send them according to the following:

• Send scanned document to the email address: roads.bidding@co.linn.or.us. Emails will be accepted only at this email address.

• In the subject line of the email, include the words “Modification to Bids for (Project Title)”

• The time of receipt of email by the County will be determined by the time which is electronically imprinted upon the email receipt of Bid changes received at the County email address.

• The Agency is not responsible for any failed or partial email transmissions of Bid changes, caused by whatever reason, mechanical failure or otherwise.

• Complete Bids will not be accepted by email.

LETTER FORMAT FOR MODIFYING BID

(NOTE: Text shown as "italic-underline" are instructions for preparing the letter for modifying Bids.)

(Prepare on Bidders Letterhead Stationery)

(Bid Opening Date)

Attn: Darrin Lane, County Administrative Officer

Hand Delivery, Mail, or Parcel Delivery Service Address:

Linn County Courthouse 300 Fourth Avenue S.W., Room 201 Albany, Oregon 97321

SUBJECT: Modifications to Bid (Project Title) (Bidders Company Name)

(For a decrease in a Bid amount: Copy and paste the following line for each Bid Item reduction.)

Reduce Bid Item No. by $ per _________ (Indicate unit of measurement, e.g., ton, cu. yd., sq. ft., etc.)

(For an increase in a Bid amount: Copy and paste the following line for each Bid Item increase.)

Increase Bid Item No. by $ per _________ (Indicate unit of measurement, e.g., ton, cu. yd., sq. ft., etc.)

This will (increase/decrease) our total Bid by $ . (Only show the total increase or decrease of your Bid. Do not show a new Bid total.)

(Printed name of individual signing below.)

(Signed by an individual authorized to sign Bids and execute documents.)

FIRST-TIER SUBCONTRACTOR DISCLOSURE FORM INSTRUCTIONS

Instructions for Submitting Form

At time of Bid closing:

Submit the First-Tier Subcontractor Disclosure form at the time designated for receipt of Bids either with the Bid by hand-delivery, mail or parcel delivery service to the following address:

Linn County Courthouse, 300 Fourth Avenue S.W., Room 201, Albany, OR 97321

After the time of Bid closing for either paper Bids or electronic Bids:

Submit the First-Tier Subcontractor Disclosure form not later than two working hours after the time set for Bid Closing (For example, before 11:00 a.m. after a 9:00 a.m. Bid Closing.) by any of the following methods:

Print the Subcontractor Disclosure Form from the Bid Booklet on OregonBuys website or print the Subcontractor Disclosure Form from the County’s website at:

https://www.linncountyor.gov/roads/page/construction-bidding-documents

Hand delivering it to: Linn County Courthouse, 300 Fourth Avenue S.W., Room 201, Albany, OR 97321;

FAX it to 541-924-0202; or

Email to: roads.bidding@co.linn.or.us.

The Department is not responsible for partial, failed, illegible, or partially legible email or FAX transmissions.

Instructions for First-Tier Subcontractor Disclosure

Without regard to the amount of a Bidder's Bid, if the Agency's cost range for a public improvement Project in the "Notice to Contractors", or in other advertisement or solicitation documents is greater than $100,000 Bidders are required to disclose information about first-tier Subcontractors that will furnish labor or labor and materials (See ORS 279C.370). Specifically, when the contract amount of a first-tier Subcontractor is greater than or equal to: (1) 5% of the total project Bid, but at least $15,000, or (2) $350,000 regardless of the percentage of the total project Bid, you must disclose the following information about that Subcontractor not later than two working hours after the time set for opening Bids:

The name of the Subcontractor The category of work that the Subcontractor will be performing The dollar amount of the subcontract

Total all work for each Subcontractor in making this determination.

If the Agency's cost range is greater than $100,000 and you will not be using any first-tier Subcontractors, you are still required to submit the form, with the appropriate box checked or enter "NONE" on the first line.

If the Agency's cost range is greater than $100,000 and you are not subject to the above disclosure requirements, you are still required to submit the form, with the appropriate box checked or enter "NONE" on the first line.

THE AGENCY MUST REJECT BIDS if the Bidder fails to submit the disclosure form with this information by the stated deadline.

DBE INFORMATION

GENERAL INFORMATION

It is the policy of the Linn County Road Department that Disadvantaged Business Enterprises (DBE) shall have the opportunity to participate in the performance of contracts under this agreement.

Firms certified by the State of Oregon Certification Office of Business Inclusion and Diversity (COBID) as DBE in the state of Oregon shall be used to meet the assigned DBE contract goals for DBE participation.

Responsiveness is based on the DBE firm's certification status at time of Bid Opening. Contractors should not rely upon past experiences and verbal assurances of firms listed or non-listed.

Services and Commodity Codes reflect information provided by the certified DBE Firms and is not used as a pre-qualification factor by the Oregon Department of Transportation (ODOT) or the Linn County Road Department.

WEBSITES

DBE Directory - A Certification Directory of DBEs is available from COBID at:

https://oregon4biz.diversitysoftware.com/FrontEnd/SearchCertifiedDirectory.asp?XID=2315&TN=orego n4biz

EXAMPLE OF BID SUBMISSION ENVELOPE

Submit Bids in Bidder provided envelopes according to 00120.45 of the Specifications. Include the information shown below on Bidder provided envelopes:

If submitted by mail or parcel delivery service, the Bidder shall place the sealed envelope containing the paper Bid inside a separate sealed envelope or package. Paper Bids may be submitted by mail, parcel delivery service, or hand delivery to the offices and addresses, and at the time and places designated for receipt of Bids.

TO BE OPENED ONLY BY AUTHORIZED PERSONNEL

BID FOR

PROJECT NAME

(Use the same information that is on the bid booklet cover)

(Date and Time Bids to be received)

Day ________________________

Date ________________________

Time ________________ a.m. PDT

Bidder Name __________________

Bidder Address ________________

(Mail, Parcel Delivery Service, or hand delivery Address)

Darrin Lane, County Administrative Officer Linn County Courthouse 300 Fourth Avenue SW, Room 201 Albany, OR 97321

SPECIAL PROVISIONS

FOR HIGHWAY CONSTRUCTION

ALBANY, OREGON

ASPHALT PAVING AND STRIPING

2025 OVERLAY

BELLINGER SCALE ROAD

LINN COUNTY

MARCH 18, 2025

TIMES AND PLACES OF RECEIVING BIDS (BID CLOSING)

Bid Closing for the work described above will be 9:15:00 a.m. on the 18th day of March, 2025.

Before 9:15:00 a.m. on the day of Bid Closing, Bids shall be submitted to:

Darrin Lane, County Administrative Officer, Linn County Courthouse, 300 Fourth Avenue S.W., Room 201, Albany, Oregon 97321

Bids, Bid modifications, and Bid withdrawals will not be accepted on or after 9:15:00 a.m. on the day of Bid Closing.

PLACE, TIME, AND DATE OF READING BIDS (BID OPENING)

Bid Opening for the work described above will be opened and read at the Linn County Courthouse, Board of Commissioners, 300 Fourth Avenue S.W., Room 201, Albany, Oregon, beginning at approximately 9:35 a.m. on the day of Bid Closing.

START DATE

No work included in this contract shall begin prior to the Preconstruction Meeting. Other Job Site Restrictions may apply as shown in 00130.80 and 00180.40(b) of the Specifications.

COMPLETION TIME LIMIT

See Subsection 00180.50(h).

CLASS OF WORK

The Class of Work for this Project is: Asphalt Concrete Paving and Oiling.

PROJECT INFORMATION

Information pertaining to this Project may be obtained from the following:

Kevin Hamilton, Operations Manager, Linn County Road Department, 3010 Ferry St, S.W., Albany, Oregon 97322; Phone 541-967-3919, Fax 541-924-0202.

Email: khamilton@co.linn.or.us

Jeff Maskal, Special Operations, Linn County Road Department, 3010 Ferry St, S.W., Albany, Oregon 97322; Phone 541-967-3919, Fax 541-924-0202.

Email: jeff.maskal@co.linn.or.us

Daineal Malone, P.E., County Engineer, Linn County Road Department, 3010 Ferry St, S.W., Albany, Oregon 97322; Phone 541-967-3919, Fax 541-924-0202.

Email: daineal.malone@co.linn.or.us

TABLE OF CONTENTS FOR SPECIAL PROVISIONS

ASSIGNED DBE CONTRACT GOAL

PROJECT WAGE RATES

SPECIAL PROVISIONS

WORK TO BE DONE

APPLICABLE SPECIFICATIONS

CLASS OF PROJECT

SECTION 00100 - GENERAL CONDITIONS

SECTION 00110 – ORGANIZATION, CONVENTIONS, ABBREVIATIONS, AND DEFINITIONS

SECTION 00120 - BIDDING

SECTION 00130 - AWARD AND EXECUTION OF CONTRACT

SECTION 00140 - SCOPE OF WORK

SECTION 00150 - CONTROL OF WORK

SECTION 00160 - SOURCE OF MATERIALS

SECTION 00165 - QUALITY OF MATERIALS

SECTION 00170 - LEGAL RELATIONS AND RESPONSIBILITIES

SECTION 00180 - PROSECUTION AND PROGRESS

SECTION 00190 - MEASUREMENT OF PAY QUANTITIES

SECTION 00195 - PAYMENT

SECTION 00196 - PAYMENT FOR EXTRA WORK

SECTION 00197 - PAYMENT FOR FORCE ACCOUNT WORK

SECTION 00199 - DISAGREEMENTS, PROTESTS, AND CLAIMS

SECTION 00210 - MOBILIZATION

SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC

SECTION 00221 - COMMON PROVISIONS FOR WORK ZONE TRAFFIC CONTROL

SECTION 00222 - TEMPORARY TRAFFIC CONTROL SIGNS

SECTION 00225 - TEMPORARY PAVEMENT MARKINGS

SECTION 00280 - EROSION AND SEDIMENT CONTROL

SECTION 00290 - ENVIRONMENTAL PROTECTION

SECTION 00310 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS

SECTION 00620 - COLD PLANE PAVEMENT REMOVAL

SECTION 00730 - EMULSIFIED ASPHALT TACK COAT

SECTION 00744 - ASPHALT CONCRETE PAVEMENT

SECTION 00749 - MISCELLANEOUS ASPHALT CONCRETE STRUCTURES

SECTION 00850 - COMMON PROVISIONS FOR PAVEMENT MARKINGS

SECTION 00860 - LONGITUDINAL PAVEMENT MARKINGS - PAINT

SECTION 00867 - TRANSVERSE PAVEMENT MARKINGS - LEGENDS AND BARS

ATTACHMENT A - PROJECT PLANS

ASSIGNED DBE CONTRACT GOAL

The minimum Assigned DBE Contract Goal for this Project is 0%.

A Certification Directory of DBEs is available from the Certification Office of Business Inclusion and Diversity (COBID) website at:

https://oregon4biz.diversitysoftware.com/FrontEnd/VendorSearchPublic.asp or by telephone at 503-986-0075.

PROJECT WAGE RATES

Minimum Wage Requirements - This Project is subject to State prevailing wage rate requirements. Not less than the higher of the applicable State prevailing wage rates shall be paid to workers according to 00170.65(b) and 00170.65(e).

Applicable Wages - Prevailing wage rates published in the wage determinations and any applicable modifications or amendments apply to this Project and are incorporated by reference:

Oregon Bureau of Labor and Industries (BOLI), "Prevailing Wage Rates for Public Works Contracts in Oregon".

The applicable State prevailing wage rates last published prior to the time of Bid Opening, which is stated on the Description of Work page, apply to this Project.

Wage Rates are Internet-Accessible - The applicable BOLI wage rates can be found at their website (see 00110.05(e)).

Wage Rates are Subject to Change - Modifications or amendments to the BOLI wage rates applicable to this Project may occur at any time before Bid Opening. Bidders are responsible to monitor the respective websites for modifications and amendments up until Bid Opening.

Signature Sheet 1

FOR

Bellinger Scale Road Overlay

PROFESSIONAL OF RECORD CERTIFICATION(s):

Seal w/signature

Renews: 12/31/2026

I certify the Special Provision Section(s) listed below are applicable to the design for the subject project for General Conditions, paving and striping. Modified Special Provisions were prepared by me or under my supervision.

Section 00110, 00120, 00130, 00140, 00150, 00160, 00165, 00170, 00180, 00190, 00195, 00196, 00197, 00199, 00210, 00220, 00221, 00222, 00225, 00280, 00290, 00310, 00620, 00730, 00744, 00749, 00850, 00860, 00867

Date Signed: February 6, 2025

P2501, 2025 Overlay, Bidding, March 18, 2025 1

WORK TO BE DONE

The Work to be done under this Contract consists of the following:

1. Furnish, install, maintain, and remove traffic control devices

2. Cold plane pavement removal

3. Asphalt pavement saw cutting

4. Install asphalt concrete pavement

5. Install asphalt driveways

6. Install striping

7. Perform additional and incidental Work as called for by the Specifications and Plans

APPLICABLE SPECIFICATIONS

The Specifications that are applicable to the Work on this Project are the 2024 edition of the “General Conditions for Construction for the Linn County Road Department” published on December 1, 2023 and the 2024 edition of the “Oregon Standard Specifications for Construction”, as modified by these Special Provisions. All Sections in Part 00100 apply, whether or not modified or referenced in the Special Provisions.

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.

SECTION 00100 - GENERAL CONDITIONS

Comply with Section 00100 of the General Conditions for Construction for the Linn County Road Department modified as follows:

SECTION 00110 – ORGANIZATION, CONVENTIONS, ABBREVIATIONS, AND DEFINITIONS

Comply with Section 00110 of the General Conditions.

00110.05(e) Reference to Websites: - Add the following bullet list to the end of this subsection:

• American Traffic Safety Services Association (ATSSA) www.atssa.com

• EquipmentWatch www.equipmentwatch.com

• Linn County Road Department Bidding documents https://www.linncountyor.gov/roads/page/construction-bidding-documents

P2501, 2025 Overlay, Bidding, March 18, 2025 2

• Linn County Road Department Plan Holders’ Registration https://www.linncountyor.gov/roads/webform/plan-holder-registration

• ODOT Office of Equity and Civil Rights www.oregon.gov/ODOT/Business/OCR/Pages/Forms.aspx

• ODOT Construction Section www.oregon.gov/odot/construction/pages/index.aspx

• ODOT Construction Section - Qualified Products List (QPL) www.oregon.gov/ODOT/Construction/Pages/Qualified-Products.aspx

• ODOT Construction Surveying Manual for Contractors www.oregon.gov/ODOT/ETA/Documents_Geometronics/Construction-Survey-Manual-

Contractors.pdf

• ODOT Estimating www.oregon.gov/ODOT/Business/Pages/Steel.aspx

• ODOT Oregon Trucking Online - "Highway Restriction Notice - Size and/or Weight" (Form No. 734-2357) www.oregontruckingonline.com/cf/MCAD/pubMetaEntry/restriction/

• ODOT Procurement Office - Conflict of Interest Guidelines and Disclosure Forms www.oregon.gov/ODOT/Business/Procurement/Pages/PSK.aspx

• ODOT Procurement Office - Construction Contracts Unit prequalification forms www.oregon.gov/odot/business/procurement/pages/bid_award.aspx

• ODOT Traffic Control Plans Unit www.oregon.gov/ODOT/Engineering/Pages/Work-Zone.aspx

• ODOT Traffic Standards www.oregon.gov/ODOT/Engineering/Pages/Signals.aspx

• Oregon Bureau of Labor and Industries (BOLI) www.oregon.gov/boli/WHD/PWR/Pages/index.aspx

• OregonBuys - Oregon eProcurement System https://oregonbuys.gov/bso/view/login/login.xhtml

• Oregon Legislative Counsel www.oregonlegislature.gov/lc

• Oregon Secretary of State: State Archives sos.oregon.gov/archives/Pages/default.aspx

• US Department of Labor https://sam.gov/content/wage-determinations

SECTION 00120 - BIDDING

Comply with Section 00120 of the Standard Specifications.

SECTION 00130 - AWARD AND EXECUTION OF CONTRACT

00130.40(c) Workers' Compensation – Replace this subsection, except for the subsection number and title, with the following:

P2501, 2025 Overlay, Bidding, March 18, 2025 3

To certify compliance with the workers' compensation insurance coverage required by 00170.61(a) and 00170.70(e), the successful Bidder shall complete and sign the "Certification of Workers' Compensation Coverage" form bound in the Contract booklet.

SECTION 00140 - SCOPE OF WORK

Comply with Section 00140 of the Standard Specifications.

SECTION 00150 - CONTROL OF WORK

Comply with Section 00150 of the Standard Specifications.

SECTION 00160 - SOURCE OF MATERIALS

Comply with Section 00160 of the Standard Specifications.

SECTION 00165 - QUALITY OF MATERIALS

Comply with Section 00165 of the Standard Specifications.

SECTION 00170 - LEGAL RELATIONS AND RESPONSIBILITIES

Comply with Section 00170 of the Standard Specifications modified as follows:

00170.61(a) Workers’ Compensation - Replace this subsection, except for the subsection number and title, with the following:

The Contractor shall provide workers' compensation coverage for on-the-job injuries as required by 00170.70(e).

00170.65(b)(1) Minimum Wage Rates – Replace the paragraph that begins "The Bureau of Labor and Industries (BOLI) …" with the following paragraph:

The Bureau of Labor and Industries (BOLI) determines and publishes the existing State prevailing wage rates in the publication Prevailing Wage Rates for Public Works Contracts. The Contractor shall pay workers not less than the specified minimum hourly wage rate according to ORS 279C.838 and ORS 279C.840, and shall include this requirement in all subcontracts.

00170.70(a) Insurance Coverages - Add the following to the end of this subsection:

The following insurance coverages and dollar amounts are required pursuant to this subsection:

Insurance Combined Single Limit Annual Aggregate Coverages per Occurrence Limit

Commercial General Liability $1,000,000 $2,000,000 Commercial Automobile Liability $1,000,000 (aggregate limit not required)

P2501, 2025 Overlay, Bidding, March 18, 2025 4

SECTION 00180 - PROSECUTION AND PROGRESS

Comply with Section 00180 of the Standard Specifications modified as follows:

00180.21(a) General – Replace the bullet that begins " If the Subcontractor is providing any…" with the following bullet:

• If the Subcontractor is providing any of the insurance coverages as permitted under 00170.70(a), the Agency will respond within 35 Calendar Days after the Engineer's receipt of the request. (28 Calendar Days for the Agency to review and approve the Certificates of Insurance required by 00170.70(g) plus 7 Calendar Days to review and approve the subcontract request.)

Add the following subsection:

00180.40(c) Specific Limitations - Limitations of operations specified in these Special Provisions include, but are not limited to, the following:

Limitations Subsection

Contract Time ...................................................... 00180.50(h) Closed Lanes ................................................... 00220.40(e)(1) Noise Control ........................................................... 00290.32 Opening Sections to Traffic ....................................... 00744.51

Add the following subsection:

00180.50(h) Contract Time - There is one Contract Time on this Project as follows:

The Contractor shall complete all Work to be done under the Contract not later than September 30, 2025.

00180.85(b) Liquidated Damages - Add the following to the end of this subsection:

The liquidated damages for failure to complete the Work on time required by 00180.50(h) will be $1,119.50 per Calendar Day *.

* Calendar Day amounts are applicable when the Contract time is expressed on the Calendar Day or fixed date basis.

00180.85(e) Traffic Delays Beyond 20 Minutes - Stopping or holding vehicles beyond the limits specified will inconvenience the traveling public and will be a cost to the Agency.

It is impractical to determine the actual damages the Agency will sustain in the event traffic is stopped or held longer than the 20-minute limit listed in 00220.02. Therefore, the Contractor shall pay to the Agency, not as a penalty, but as liquidated damages, $500.00 per 20 minutes, or for a portion of 20 minutes, for stopping or holding traffic longer than 20 minutes.

Assessment of liquidated damages will stop when the Engineer determines that traffic is no longer stopped or held beyond the 20-minute limit. Any liquidated damages assessed under these provisions will be in addition to those listed in 00180.85(b).

P2501, 2025 Overlay, Bidding, March 18, 2025 5

SECTION 00190 - MEASUREMENT OF PAY QUANTITIES

Comply with Section 00190 of the Standard Specifications modified as follows:

00190.20(f)(2) Scale Without Automatic Printer - Replace the paragraph that begins "The Contractor shall inform…" with the following paragraph:

If the scales require manual entry of gross weight information, the Agency may periodically have a representative weigh witness at the scales to observe the weighing procedures. The Contractor shall inform the Engineer of their intent to use a scale without an automatic printer at least 3 working days before weighing begins or before the Contractor changes to a scale that does not have an automatic printer. The Contractor shall pay costs for the weigh witness. The hourly cost of the weigh witness will be as stated in the Special Provisions. In addition, the Engineer may periodically check the weight for a load of Materials by directing the haul vehicle to reweigh on a different scale that has been inspected and certified according to 00190.20(b) and 00190.20(d).

Add the following paragraph after the paragraph that begins " If the scales require manual entry…":

Pay costs for the weigh witness at $35.00 per hour.

00190.20(g) Agency-Provided Weigh Technician - Add the following paragraph to the end of this subsection:

Pay costs for the weigh technician at $35.00 per hour.

SECTION 00195 - PAYMENT

Comply with Section 00195 of the Standard Specifications modified as follows:

00195.12(d) Steel Materials Pay Item Selection - Add the following paragraph to the end of this subsection:

No Pay Items under this Contract qualify for the steel escalation/de-escalation program for this Project.

00195.50(c)(1) Cash, Alternate A – Replace this subsection, except for the subsection number and title, with the following:

Retainage will be deducted from progress payments and held by the Agency until final payment is made according to 00195.90, unless otherwise specified in the Contract.

Except as otherwise provided, the Agency will deposit the cash retainage withheld in an interest bearing account, established through the State Treasurer for the benefit of the Agency, as required by ORS 279C.560(5). Interest earned on the account shall accrue to the Contractor. Amounts retained and interest earned will be included in the final payment made according to 00195.90, unless otherwise specified in the Contract.

Any retainage withheld on Work performed by a Subcontractor will be released to the Contractor according to 00195.50(d).

00195.50(c)(2) Cash, Alternate B (Retainage Surety Bond) - Replace this subsection, except for the subsection number and title, with the following:

P2501, 2025 Overlay, Bidding, March 18, 2025 6

The Contractor may submit a Surety bond in lieu of all or a portion of the retainage required under the Contract. The Agency will accept this Surety bond unless the Agency first finds in writing good cause for rejection based on unique project circumstances in accordance with ORS 279C.560(1)(c).

The Surety bond must be in substantially the form specified in ORS 701.435 (4) (Oregon House Bill 4006, 2024), and executed by a Surety bonding company that is authorized to transact Surety business in the State of Oregon and may not be a Surety obligation of an individual. The Surety bond and any proceeds of the Surety bond must be made subject to all claims and liens and in the same manner and priority specified for retainage under ORS 279C.550 to 279C.570 and ORS 279C.600 to 279C.625. Agency will reduce the cash retainage held by an amount equal to the value of the Surety bond and pay the amount of the reduction to Contractor according to ORS 279C.570. Any retainage withheld on Work performed by a Subcontractor will be released to the Contractor according to 00195.50(d).

When the Agency accepts a Surety bond in lieu of retainage from the Contractor, the Contractor shall accept Surety bonds from Subcontractors or Suppliers from which the Contractor has withheld retainage.

At any time before final payment a Subcontractor may submit a Surety bond to the Contractor and request that the Contractor submit a Surety bond as described above for the portion of the Contractor’s retainage that pertains to the Subcontractor. The Surety bond the Subcontractor provides to the Contractor must meet the Agency requirements specified in the paragraph above. When a Contractor at a Subcontractor’s request obtains and submits a Surety bond under this subsection, the Contractor may withhold from payments to the Subcontractor an amount equivalent to the portion of the Contractor’s Surety bond premium for which the Subcontractor is responsible in accordance with ORS 279C.560 (Oregon House Bill 4006, 2024).

Within 30 Days after a Subcontractor’s request the Contractor shall provide a Surety bond as described above, and the Agency will accept the Surety bond unless:

• the Agency finds in writing good cause for rejection based on unique project circumstances in accordance with ORS 279C.560;

• a Surety bond is not commercially available;

• the Subcontractor refuses to pay to the Contractor the Subcontractor’s portion of the Surety bond premium; or

• the Subcontractor refuses to provide the Contractor with a Surety bond that meets the requirements of ORS 279C.560(1)(b).

Notwithstanding 00195.50(d), within 30 Days of receiving a Surety bond from Contractor at a Subcontractor’s or Supplier’s request, Agency will release to the Contractor the amount held as retainage that is equivalent to the amount the Contractor submitted as a Surety bond. Contractor shall, within 30 Days after receiving a Surety bond from a Subcontractor or Supplier, release to the Subcontractor or Supplier the amount the Contractor holds as retainage that is equivalent to the amount of the Surety bond submitted, in accordance with ORS 279C.560(8).

00195.50(c)(3) Bonds, Securities, and Other Instruments - Replace this subsection, except for the subsection number and title, with the following:

Contractor may deposit bonds, securities or other instruments with the Agency or in a bank or other financial institution, to be held by Agency instead of cash retainage for the benefit of the Agency, which the Agency will accept unless the Agency first finds in writing good cause for rejection based on unique project circumstances, in accordance with ORS 279C.560(1)(c).

If the Contractor deposits bonds, securities or other instruments, and Agency does not reject the bonds, securities or other instruments as permitted by ORS 279C.560(1)(c), the Agency will reduce the cash

P2501, 2025 Overlay, Bidding, March 18, 2025 7 retainage by an amount equal to the value of the bonds, securities and other instruments. Interest or earnings on the bonds, securities and other instruments accrue to the Contractor.

Bonds, securities and other instruments deposited instead of cash retainage shall be of a character approved by the Director of the Oregon Department of Administrative Services, including, but not limited to:

• Bills, certificates, notes or bonds of the United States;

• Other obligations of the United States or agencies of the United States;

• Obligations of a corporation wholly owned by the federal government;

• Indebtedness of the Federal National Mortgage Association;

• General obligation bonds of the State of Oregon or a political subdivision of the State of Oregon;

• Irrevocable letters of credit issued by an insured institution, as defined in ORS 706.008.

00195.50(f) Prompt Payment Policy - Replace this subsection, except for the subsection number and title, with the following:

Payments shall be made promptly according to ORS 279C.560, ORS 279C.570, ORS 279C.580 and other applicable legal requirements.

SECTION 00196 - PAYMENT FOR EXTRA WORK

Comply with Section 00196 of the Standard Specifications.

SECTION 00197 - PAYMENT FOR FORCE ACCOUNT WORK

Comply with Section 00197 of the Standard Specifications.

SECTION 00199 - DISAGREEMENTS, PROTESTS, AND CLAIMS

Comply with Section 00199 of the Standard Specifications.

SECTION 00210 - MOBILIZATION

Comply with Section 00210 of the Standard Specifications.

SECTION 00220 - ACCOMMODATIONS FOR PUBLIC TRAFFIC

Comply with Section 00220 of the Standard Specifications modified as follows:

00220.02(a) General Requirements - Add the following bullet to the end of the bullet list:

• When paving operations create an abrupt edge, protect traffic by installing a "DO NOT PASS" (R4-1) sign before the Work Area at sign spacing "A" from the TCD Spacing Table" shown on the Standard Drawings. Alternate "ABRUPT EDGE" (CW21-7) signs with appropriate (CW21-8) rider and "DO NOT PASS" (R4-1) signs at 1/2 mile spacings. Install a "BUMP" (W8-1) sign 100 feet prior to the transverse paving edge.

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00220.40(e)(1) Closed Lanes - Replace this subsection, except for the subsection number and title, with the following:

One or more traffic Lanes may be when allowed, shown, or directed during the following periods of time except as specified in 00220.40(e)(2):

• Daily, Monday through Friday, between 7:00 a.m. and 8:00 p.m.

• Saturday between 8:00 a.m. and 8:00 p.m., upon written approval from the Engineer

One Traffic Lane may be closed on all other adjacent Roadways within the Project Site not listed above, when allowed, shown, or directed during the following periods of time except as specified in 00220.40(e)(2):

• Daily, Monday through Friday, between 7:00 a.m. and 8:00 p.m.

• Saturday between 8:00 a.m. and 8:00 p.m., upon written approval from the Engineer.

SECTION 00221 - COMMON PROVISIONS FOR WORK ZONE TRAFFIC CONTROL

Comply with Section 00221 of the Standard Specifications modified as follows:

00221.06 Traffic Control Plan - Replace this subsection with the following subsection:

00221.06 Traffic Control Plan and Tourist-Oriented Directional and Business Logo Signs –

(a) Traffic Control Plan - Submit one of the following, 5 Calendar Days before the preconstruction conference:

(1) Agency Traffic Control Plan - If the Contractor intends to use the Agency TCP without modification, a written notification indicating that the Agency TCP will be used without modification.

(2) Contractor-Modified Traffic Control Plan - The Contractor may request to use a Contractor-modified Agency TCP, or a TCP developed by the Contractor. Do not use a modified TCP, or a TCP developed by the Contractor, unless approved by the Engineer. Use the Agency TCP unless a modified TCP, or a TCP developed by the Contractor is accepted.

The Engineer is not obligated to consider any modified Agency TCP or a TCP developed by the Contractor. The Agency will not be liable to the Contractor for failure to accept or act upon any request for a modified Agency TCP or a TCP developed by the Contractor.

To conserve time and funds, the Contractor may first submit a written request for a preliminary review by the Engineer. The request should contain a description of the proposal together with a rough estimate of anticipated dollar and time impacts. The Engineer will, within a reasonable time, respond to the Contractor in writing whether or not the request would be considered by the Agency.

If requesting a Contractor-modified Agency TCP, or a TCP developed by the Contractor, at a minimum the request shall meet all requirements of the Contract documents and comply with the Project transportation management plan (TMP). Provide the following information:

• Stamped Working Drawings according to 00150.35 that include the proposed TCP showing all TCM and quantities of TCD.

• A TPAR plan that includes:

• Details and features used to provide pedestrian accessibility.

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• Pedestrian staging Plans at a scale no smaller than 1 inch = 50 feet.

• Temporary alternate facilities or detour routes for pedestrian traffic.

• Staging sequences and details for Work affecting vehicular, pedestrian, and bicycle traffic.

• Proposed order and duration of the TCM.

• A detailed temporary striping plan.

If the Contractor’s request to use a Contractor-modified Agency TCP, or a TCP developed by the Contractor is approved in whole or in part, acceptance will be made by a Change Order.

The Engineer will establish prices that represent a fair measure of the value of Work to be added, changed, or deleted as a result of any accepted modifications to the Agency TCP or an accepted TCP developed by the Contractor.

Once a TCP has been accepted by the Engineer, any additional modifications must be submitted by the Contractor for Agency review following the procedure described above. The Engineer is not obligated to consider additional modifications to a previously approved TCP.

(b) Tourist-Oriented Directional and Business Logo Signs - Submit one of the following for approval, at least 5 Calendar Days before the preconstruction conference:

(1) No Signs - If there are no tourist-oriented directional (TOD) or business logo signs on the Project, a written notification that no TOD or business logo signs exist within the Project limits or

(2) Signs - Submit one copy of a sketch map of the Project showing all existing TOD and business logo signs and a written narrative describing how these signs will be kept in service and protected throughout all the construction stages. If modifications are necessary, submit updated information to the Engineer for approval at least 21 Calendar Days before the change is needed.

SECTION 00222 - TEMPORARY TRAFFIC CONTROL SIGNS

Comply with Section 00222 of the Standard Specifications modified as follows:

00222.40(e) Temporary Sign Placement - Add the following to the end of the bullet list:

• Place a “WAIT FOR FLAGGER” (CR4-23) sign approximately 50 feet in advance of each flagger station, facing incoming pedestrian traffic. Install the sign on a conical marker or other temporary sign support, as shown or as directed. Do not allow the sign installation height or location to block the visibility of the flagger for incoming Public Traffic.

• When the existing centerline striping on Bellinger Scale Road is obliterated, do the following:

• Place a "NO CENTER LINE" (W8-12) sign with a 24 by 18-inch "NEXT __ MILES" (W7-3aP) rider, approximately 2,500 feet in advance of each end of the Project.

• Place "NO CENTER LINE" (W8-12) signs on approximately 2 mile intervals for each direction of traffic.

• Place a "DO NOT PASS" (R4-1) sign on each side of the Roadway at the beginning of each existing no passing zone.

• During pilot car operations, install a 15 by 24-inch "WAIT FOR PILOT CAR" (CR4-20) sign at stop-controlled side roads and accesses intersecting the Highway within the limits of the pilot car operation.

• During pilot car operations, install a 12 by 12-inch "WAIT FOR PILOT CAR" (CR4-20a) sign in private residential driveways accessing the Highway within the limits of the pilot car operation.

P2501, 2025 Overlay, Bidding, March 18, 2025 10

Place the sign in the driveway facing the private residence and so the sign face is not visible to Public Traffic on the Highway. Do not use the sign for apartments, condominiums or business accesses.

• At accesses, side roads, or residential driveways where "WAIT FOR PILOT CAR" (CR4-20) signs are installed, do not allow traffic to be stopped or held for longer than 20 minutes.

• In addition to the signs, public notification (e.g. flyers, door hangers) may be used to inform the residents that may be affected by the pilot car operations and the "WAIT FOR PILOT CAR" signs.

SECTION 00225 - TEMPORARY PAVEMENT MARKINGS

Comply with Section 00225 of the Standard Specifications modified as follows:

00225.40 Temporary Pavement Markers - Replace the paragraph that begins "Unless otherwise shown..." and the three bullets with the following paragraphs and bullets:

Install temporary flexible overlay pavement markers for temporary centerline marking as follows:

• Place and maintain one temporary flexible overlay pavement marker on 40 foot spacing in tangent and curve sections except as below.

• Place and maintain one temporary flexible overlay pavement marker on 20 foot spacing in curved alignment sections identified by a speed rider displaying less than the posted speed and channelization areas.

• Remove and replace misaligned markers at no additional cost to the Agency.

00225.80 Measurement – Replace this subsection, except for the subsection number and title, with the following:

No measurement of quantities will be made for Work performed under this Section.

00225.90 Payment – Replace the subsection, except for the subsection number and title, with the following:

No separate or additional payment will be made for Work performed under this Section.

SECTION 00280 - EROSION AND SEDIMENT CONTROL

Comply with Section 00280 of the Standard Specifications modified as follows:

00280.04 Erosion and Sediment Control Plan on Agency Controlled Lands - Replace this subsection, except for the subsection number and title, with the following:

No erosion and sediment control or erosion and sediment control plan is necessary for this project.

This project is limited to the roadway prism and all Work will be staged on existing paved surfaces and gravel shoulders.

00280.80 Measurement - Replace this subsection, except for the subsection number and title, with the

No measurement of quantities will be made for Work performed under this Section.

P2501, 2025 Overlay, Bidding, March 18, 2025 11

00280.90 Payment - Replace this subsection, except for the subsection number and title, with the

No separate or additional payment will be made for work performed under this Section.

SECTION 00290 - ENVIRONMENTAL PROTECTION

Comply with Section 00290 of the Standard Specifications modified as follows:

00290.10 Staging and Disposal Sites – Replace the paragraph that begins “Locate staging areas…” with the following paragraph:

Locate staging areas and disposal sites in previously improved or disturbed sites, including existing Roadways, pullouts, turnouts, parking lots, and storage yards that have been compacted, and graveled or paved, or approved, in writing, by the Engineer.

00290.32 Noise Control - Replace the first bullet with the following:

• Do not perform construction operations, including staging, within 1000 feet of any occupied dwelling unit on Sundays, legal holidays and between the hours of 8:00 p.m. and 7:00 a.m. on weekdays and between the hours of 8:00 p.m. and 8:00 a.m. on Saturdays, unless otherwise approved by the Engineer.

SECTION 00310 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS

Comply with Section 00310 of the Standard Specifications.

SECTION 00620 - COLD PLANE PAVEMENT REMOVAL

Comply with Section 00620 of the Standard Specifications modified as follows:

00620.43 Maintenance Under Traffic - Replace this subsection, except for the subsection number and title, with the following:

Traffic will be allowed on the cold planed surface up to 3 Calendar Days after removing the existing surface. Sweep and clean the cold planed surface before opening to traffic.

Before beginning paving operations, make repairs to the existing cold planed surface as directed.

Payment for the repairs will be made according to 00195.20.

SECTION 00730 - EMULSIFIED ASPHALT TACK COAT

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

00730.11 Emulsified Asphalt – Replace the sentence that begins “Furnish CSS-1, CSS-1h…” with the following sentence:

Furnish CSS-1, CSS-1h, CMS-2, CMS-2S, CMS-2h, CRS-1, CRS-2, HFRS-2, HFMS-2 or HPTC as selected by the Contractor.

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00730.80 Measurement - Replace this subsection, except for the subsection number and title, with the

No measurement of quantities will be made for Work performed under this Section.

00730.90 Payment - Replace this subsection, except for the subsection number and title, with the

No separate or additional payment will be made for Emulsified Asphalt tack coat.

SECTION 00744 - ASPHALT CONCRETE PAVEMENT

Comply with Section 00744 of the Standard Specifications modified as follows:

00744.11(a) Asphalt Cement - Add the following to the end of this subsection:

Provide 64-22 grade asphalt cement for this Project.

00744.43(c) Placing - Add the following:

Any asphalt concrete left on the shoulder of the road that is 3-inches or larger shall be removed prior to shoulder rock being placed.

00744.45(a)(3) Excess Asphalt Concrete Pavement- Delete the sentence that begins “Payment will be made….” and replace with the following:

After completing end panels as specified, dispose of unused, remaining ACP outside and beyond the limits of the Project and Agency controlled property according to 00290.20. Do not dispose of materials on wetlands, either public or private, or within 300 feet of rivers or streams.

Add the following subsection:

00744.51 Opening Sections to Traffic - Schedule work so that, during the same shift, the surfaces being paved are paved full width and length through the wearing Course before opening to traffic.

00744.90 Payment - In the paragraph that begins "No separate or additional payment…" add the following bullets:

• Asphalt tack coat

• Unused, remaining, or excess ACP

• Reflective tape or temporary flexible pavement markings

Add the following to the end of this subsection:

Payment will be made for the actual material placed. A weigh ticket shall be provided for any material not used on the project. If a weigh ticket is not provided, the Engineer will make an appropriate determination on the amount of Asphalt that was not used.

SECTION 00749 - MISCELLANEOUS ASPHALT CONCRETE STRUCTURES

Comply with Section 00749 of the Standard Specifications modified as follows:

P2501, 2025 Overlay, Bidding, March 18, 2025 13

00749.48 Finishing Asphalt Approaches - Where required, rock shall be placed at driveways and field approaches in a manner that provides an adequate transition between the new surface and the existing surface, subject to approval by the Engineer.

SECTION 00850 - COMMON PROVISIONS FOR PAVEMENT MARKINGS

Comply with Section 00850 of the Standard.

SECTION 00860 - LONGITUDINAL PAVEMENT MARKINGS - PAINT

Comply with Section 00860 of the Standard Specifications.

SECTION 00867 - TRANSVERSE PAVEMENT MARKINGS - LEGENDS AND BARS

Comply with Section 00867 of the Standard Specifications.

INTENTIONALLY LEFT BLANK

ATTACHMENT A - PROJECT PLANS

Under Separate Cover

The Plans, which are applicable to the Work to be performed under this Contract, bear title and date as follows:

2025 Overlay Plans

2025 Overlay Plans

SCIO

LACOMB

ALBANY

LEBANON

SWEET HOME

BROWNSVILLEHALSEY

HARRISBURG

In te rsta te

H ig h w a y

E

H ig h w a y 2

H ighw ay 20

Highway 228

H ig h w a y

Highway 34

Unit 1

Unit 2

B e lli n g e r S ca le

R d

Bellinger Scale Rd, CR 0722 North, Unit 1

Figure 1

Lacomb Drive

Edwards Drive

B e lli n g e r S ca le

R o a d C

R

End 2" Overlay 25' South of previous Overlay Joint, North of Edwards Drive.

0-2" Deep Butt Grind Full Width for 50' going North.

0-2" Deep Butt Grind EOP to EOP at Edge of Pavement on Lacomb Drive - CR0020L Across Bellinger Scale Rd.

Bridge 0722-0461

Old Bellinger Scale Road

2" Full Width Overlay

2" Deep, Full Width Grind Full Length of Bridge.

0-2" Deep Taper Grind off Each End of Bridge for 50'

Sheet 1

Bellinger Scale Road, CR 0722

North, Unit 1

0.67 miles

Starting at EOP of Lacomb Drive, moving south to approximately 160 ft north of the intersection with Edwards Drive centerline.

See Figure 1

2” overlay, 32 ft wide, approximately 3,540 ft long

Level 3, 1/2” Dense Graded ACP

Pre-level: None

Grinding: Grind 2” to 0” deep transitional taper @ EOP of Lacomb Drive moving south 50 ft to 0” deep (Approx. 255 SY)

Grind 2” deep, full width, full length of bridge deck @

Bridge 0722-0461 (Approx. 152 SY)

Grind 2” to 0” deep transitional taper @ Bridge 0722-0461, for 50 ft north and south of bridge. (Approx. 356 SY)

Grind 2” to 0” deep transitional taper at 160 ft north of the intersection of Edwards Drive, at 25ft south of previous overlay stop point. (Approx. 178 SY)

Utilities: No Known utility issues (Contractor responsible for locating utility lids)

Bridges: BR0722-0461 (See Grinding Bullet)

Driveways: (1) paved driveway

Field Approaches : (3) Wing out approximately 3 ft. at each field approach

Intersections: No intersections to pave in this section

Saw Cutting: At all butt joints (Approx. 142 ft this section)