100238_-_SW_Walker_Road_SW_Murray_Boulevard_Intersection_Improvements.pdf

Bid Documents for

100238 - SW WALKER ROAD/SW MURRAY BOULEVARD INTERSECTION

IMPROVEMENTS

Bid Number: 2026.002-LUT CPS

WASHINGTON COUNTY

DEPARTMENT OF LAND USE & TRANSPORTATION

CAPITAL PROJECT SERVICES

1400 SW WALNUT STREET, MS#18

HILLSBORO, OR 97123-5625

Date Issued: January 12, 2026 DEADLINE FOR QUESTIONS: January 30, 2026

RESPONSE DEADLINE: February 4, 2026, 1:00 pm

RESPONSES MUST BE SUBMITTED ELECTRONICALLY TO:

https://secure.procurenow.com/portal/washington-county-or

Washington County, Oregon

LAND USE AND TRANSPORTATION CAPITAL PROJECT SERVICES BID

100238 - SW Walker Road/SW Murray Boulevard Intersection

Improvements

I. Preface II. Introduction

III. Invitation To Bid IV. Program Compliance Requirements V. Bidder Questionnaire

VI. Bid Schedule

Attachments:

A - 100238_13_Book_1 B - 100238_13_Signature_Page_Fillable C - 100238_13_Bid_Guaranty_Fillable D - 100238_13_First_Tier_Subs_Disclosure_Fillable E - 100238_13_Book_2 F - 100238_Walker_Murray_Bid_Plans G - 100238_13_TVWD_Water_Relocation Plans H - [Supplemental] Walker-Murray Geotechnical Report

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

I. 1. Preface

I.A 1.1. Introduction

Work shall comply with the following standards which are hereby incorporated into these bid documents by reference:

A. 2024 edition of the "Oregon Standard Specifications for Construction" Oregon Department of Transportation (ODOT), Oregon Chapter of American Public Works Association (APWA), as modified by these Special Provisions or Addenda.

B. Other standards identified in these Bid Documents by reference.

The Contractor may view or purchase copies of the 2024 edition of the "Oregon Standard Specifications for Construction" from the Oregon Department of Transportation website:

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

Sectional references in these Bid Documents refer to sections of the Standard Specifications and any applicable modifications to sections or subsections contained herein.

Licensing per ORS 468A.720 (working with asbestos) is not required for this project. Reference ORS 279C.365(1)(j).

I.B 1.2. Applicable Specifications for Bid Submittal

The Bid Documents/Proposed Contract Documents are issued for the information of Bidders submitting bids for this project and the work described herein, at the time and place indicated in the "Invitation to Bid." These Bid Documents, subject to revision by addendum, in accordance with provisions stated below, will be incorporated in and made part of the contract documents for this project.

If the County elects to reject all bids and re-advertise for new bids, to be received at a time later than that indicated in the invitation to bid, these Bid Documents will cease to be applicable and new Bid Documents will be issued by the County. Bidders submitting bids at the newly established bid date and time should obtain the new Bid Documents and base their bids upon them, as they will be bound by it in the event they are awarded a contract.

I.C 1.3. Revisions Prior to Time of Opening of Bids

The County reserves the right to make necessary changes or corrections to the Bid Documents in accordance with 00120.30. The County will provide addenda only by publishing them on the OpenGov website at:

https://procurement.opengov.com/portal/washington-county-or http://www.oregon.gov/ODOT/Business/Pages/Standard_Specifications.aspx https://procurement.opengov.com/portal/washington-county-or

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Registration for the OpenGov website is required to download addenda. Bidders shall be responsible for checking the OpenGov website for addenda. Bidders should check the site daily during the week designated to receive bids.

Bidders, not Washington County, shall be responsible for failure of Bidders to check and download Addenda. Bids shall incorporate all Addenda. Bids may be rejected if opened and found by the County to not be based on all Addenda published on the web site.

I.D 1.4. Protest Processes Prior to Bid - Specification Protest Process

A. Delivery: A bidder must deliver a protest of specifications to the County in writing no later than ten (10) calendar days prior to the bid date as follows:

Specification Protest Bid Number: 2026.002-LUT CPS Washington County Procurement Division Attn: Procurement Manager 155 N First Avenue, Suite 270, MS 28 Hillsboro, OR 97124-3072

B. Content: A bidder’s Written protest must include

1. A detailed statement of the legal and factual grounds for the protest,

2. A description of the resulting prejudice to the bidder, and

3. A statement of the form of relief requested or any proposed changes to the specifications.

C. County Response: The County may reject without consideration any bidder’s protest after the deadline established for submitting protest. The County shall provide notice to the applicable bidder if it entirely rejects a protest. If the County agrees with the bidder’s protest, in whole or in part, the County shall either issue an addendum reflecting its determination or cancel the solicitation.

D. Extension of Closing: If the County receives a written protest from a bidder in accordance with this rule, the County may extend the bid closing date if the County determines an extension is necessary to consider the protest and to issue addenda, if any, to the Bid Document.

I.E 1.5. Protest of Award - Protests and Judicial Review of Contract Award

A. Purpose: The award by the Washington County Board of Commissioners of the contract shall constitute a final decision of the County to award the contract if no written protest of the award is filed. A Bidder may protest the award of a contract, or the intent to award a contract, whichever occurs first, if the conditions set forth in ORS 279B.410(1) are satisfied. A Bidder must file written protest with the County and exhaust all

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow administrative remedies before seeking judicial review of the County's Contract Award decision.

B. Delivery: A Bidder must deliver a written protest to the Washington County Procurement Manager within seven (7) Days after issuance of the Notice of Intent to Award the Contract as follows:

Contract Award Protest Bid Number: 2026.002-LUT CPS Washington County Procurement Division Attn: Procurement Manager 155 N First Avenue, Suite 270, MS 28 Hillsboro, OR 97124-3072

Intent to Award will ONLY be posted on the OpenGov website at: https://procurement.opengov.com/portal/washington-county-or

C. Content of Protest: A Bidder’s written protest shall specify the grounds for the protest to be considered pursuant to ORS 279B.410(2).

D. County Response: The County shall not consider a bidder’s contract award protest after the timeline established for submitting such protest. The County shall issue a written disposition of the protest in a timely manner as set forth in ORS 279B.410(4). If the County upholds the protest, in whole or in part, the County may in its sole discretion either award the contract to the successful protestor or cancel the solicitation.

E. Judicial Review: Judicial review of the Board’s or its designee’s decision relating to a Contract award protest shall be in accordance with ORS 279B.415.

1. No protest against award because of the content of specifications shall be considered after the deadline established for submitting such protest.

2. Judicial review of the County’s decision relating to a specification protest shall be in accordance with ORS 279B.405.

II. 2. Introduction

The project number is 100238

II.A 2.1. Summary

The project name is: 100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements.

The work to be done under this contract will consist of the following in Washington County:

A. Construct bridge on Murray Blvd over Cedar Mill Creek.

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

B. Deconstruct existing Murray Bridge over Cedar Mill Creek, rehabilitate, and reinstall on Walker Road over Cedar Mill Creek

C. Install box culvert under Walker Road for North Johnson Creek

D. Install box culvert under Far Vista Street for North Johnson Creek

E. Install traffic signals at the intersections of Murray Blvd/Walker Road and Walker Road/Park Way

F. Construct approximately 2350’ of widening on Murray Blvd with new curb and sidewalk

G. Construct approximately 2450’ of widening on Walker Road with new curb and sidewalk

H. Construct Gravity Retaining walls

I. Construct stormwater collection and conveyance system to include water quality treatment facilities.

J. Construct approximately 875’ of 42” TVWD waterline

K. Construct approximately 500’ of CWS sanitary sewer

L. Perform additional and Incidental Work as called for by the Specifications and Plans.

The project includes grading, drainage, paving, signing, striping, illumination, signal modifications, landscaping, and utilities.

The Project cost range is $20,00,000 - $40,000,000.

II.B 2.2. Contact Information

Kira Furby Engineering Associate 1400 SW Walnut St.

MS 18

Hillsboro, OR 97123 Email: kira_furby@co.washington.or.us Phone: (503) 969-7990 Department:

LUT-CPS

II.C 2.3. Timeline

Bid Advertisement Date January 12, 2026

Pre-Bid Meeting (Mandatory) January 28, 2026, 2:00pm Training Rooms 1 &2, Washington County Walnut Street Center, 1400 SW Walnut St., Hillsboro, OR 97123.

mailto:kira_furby@co.washington.or.us tel:(503)969-7990

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Question Submission Deadline January 30, 2026, 5:00pm

Bid Opening Date February 4, 2026, 1:00pm

III. 3. Invitation To Bid

III.A 3.1. The Project

The project name is: 100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements

III.B 3.2. Pre-Bid Meeting

The County will hold a Mandatory pre-bid meeting for all holders of bid documents at Training Rooms 1 &2, Washington County Walnut Street Center, 1400 SW Walnut St., Hillsboro, OR 97123., at 2:00 pmon Wednesday, January 28, 2026.

Prospective bidders will be given the opportunity to ask questions relating to any details involved in the performance of the work under the contract.

Information distributed or responses to questions at the pre-bid meeting will not in any way alter or affect any of the provisions contained in the bidding documents and contract requirements.

Statements made by the agency’s representatives at this meeting do not change the provisions and requirements of the solicitation documents unless confirmed by written addendum issued by the Agency.

III.C 3.3. Bids

Bids will be received electronically via the County's OpenGov Procurement Portal before 1:00 pm on Wednesday, February 4, 2026, after which bids will be opened, and publicly read aloud via video conference on Microsoft Teams. A link to the meeting will be provided on the OpenGov website. All interested parties are invited to attend. Bids received after the above stated time will not be accepted. Because internet connections can be slow or unreliable, the bidder is solely responsible for completing the electronic bid response ahead of the deadline date, regardless of bidder's ability to access the OpenGov online portal at the time of deadline.

Bids must include:

• A residency statement as defined in ORS 279C.365.

• A bid bond on the County's Bid Guaranty form, irrevocable letter of credit issued by an insured institution as defined in ORS 706.008, certified check, or cashier's check, of at least ten percent (10%) of the total bid.

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Bids may be rejected by the County for non-compliance with prescribed public bidding procedures and requirements, and for good cause, upon a finding that it is in the public interest to do so.

III.D 3.4. Bid Documents

Bid documents will be available on Monday, January 12, 2026.

Bid documents may be obtained only through the OpenGov website, at https://procurement.opengov.com/portal/washington-county-or, free of charge. No paper copies of Bid Documents will be made available for prospective bidders.

Addenda, Plans Holders List, Preliminary Bid Results, and Notice of Intent to Award, will be posted on the OpenGov website. Addenda will ONLY be made available on the OpenGov website.

III.E 3.5. Bidders

Bidders are solely responsible for ensuring actual receipt of the bid by Washington County DLUT.

Bidders must be prequalified by the Oregon Department of Transportation and licensed by the Oregon Construction Contractor's Board pursuant to ORS 701.026, effective on or before date and time of the bid opening.

Bidders must use bid and bid guaranty forms (if electing to use a bid bond) furnished by the county in these bid documents. Otherwise, the bid may be rejected as non-responsive.

Bidders must conform to the requirements of these bid documents and related, applicable laws.

Bidders shall be solely responsible to check for and download all addenda, if any, from the OpenGov web site prior to bidding.

Bidders must sign all Bid Forms, and in doing so agree to comply with the statement in the Bid Form regarding compliance with the provisions of ORS 279C.840 or 40 U.S.C. 276a "Workers on Public Works to be Paid Not Less Than Prevailing Rate of Wage".

Bidders must complete and submit the First-tier Subcontractors Disclosure Form provided, either with the bid, or using a separate, linked solicitation on the OpenGov site. This form shall be submitted no later than two work hours after the time bids are due, per 00120.40(f). First-Tier Subcontractors Disclosure Forms submitted via email will not be accepted.

Licensing per ORS 468A.720 (working with asbestos) is not required for this project.

III.F 3.6. The County

The County reserves the right to waive any irregularities or in-formalities.

III.G 3.7. Plan Holder’s List and Bid Results

Information regarding plan holder lists and bid results will only be available on the County's OpenGov Procurement Portal.

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

III.H 3.8. Questions

Submit questions only in writing on the County's OpenGov Procurement Portal with the Question/Answer feature on the project page.

Replies to these questions will be posted on the County portal as well.

PROJECT STAFF WILL ONLY RESPOND TO QUESTIONS SUBMITTED IN WRITING.

III.I 3.9. Published

Monday, January 12, 2026

OpenGov Procurement

Daily Journal of Commerce

OregonBuys

IV. 4. Program Compliance Requirements

IV.A 4.1. Certified Business Utilization Reporting - B2G Now

A. The County has implemented an online Certified Business utilization tracking system. This web-based software system facilitates Certified Business utilization reporting for all construction, architecture, engineering, and related services contractors doing business with Washington County. The system is designed to streamline and automate subcontractor utilization reporting requirements and includes the following key features:

1. Automated tracking of Certified Business utilization

2. Online verification of subcontractor payments

3. Automated communication with contractors via email regarding reporting status

B. Prime contractors will be required to use the online system to submit monthly subcontractor payment data. Subcontractors will be required to use the online system to verify payments received from prime contractors. Subcontractors will also identify any further tiers of subcontractors and submit monthly subcontractor payment data if applicable. Prime contractors and subcontractors must access the system at least monthly, when prompted, to manage contract information and provide the required subcontractor and payment information. Prime contractors are responsible for ensuring that all subcontractors comply with the utilization tracking requirements. The Certified Business utilization tracking system is online at https://washcopurch.mwdbe.com. Access information will be provided to each contractor after contract award.

C. The County anticipates that the time commitment to comply with this requirement would be approximately thirty minutes.

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

IV.B 4.2. Clean Air Construction – Fleet Registration and Compliance Determination

A. In February of 2020, Washington County adopted the Clean Air Construction (CAC) Standard (www.portlandoregon.gov/cac). As such, all diesel nonroad equipment over 25hp and all diesel concrete mixers and dump trucks used on this project will need to meet the CAC requirements.

B. Best Available Control Technology (BACT) approach means that for that specific vehicle or piece of equipment, that among all potential options, the emission control device that maximizes diesel particulate matter reductions was installed. A “DPF or equivalent” emission control device is defined as capturing diesel particulate matter at a level of 85% or greater.

C. Prior to the submission deadline, the bidder/proposer shall register their CAC-applicable construction nonroad equipment and on-road vehicles in The Yard, https:/heyard.clean-air.app/, the CAC equipment registration and compliance portal. Details on how to register can be found online at: [enter link]. Failure to register may result in bid/proposal rejection. Registration involves knowing the following about each piece of applicable equipment/vehicle in your fleet:

1. Equipment Type (e.g. excavator, dozer, loader)

2. Fuel Type (diesel, electric, gasoline, hybrid electric, propane, etc.)

3. On-Road or Nonroad

4. Make

5. Model Year

6. Horsepower

7. For diesel engines: Any aftermarket emissions control devices installed? (if yes, indicate type of control device, e.g. DOC, DPF, etc.).

D. After the Notice of Intent to Award is posted, the successful Contractor will be invited to assign all applicable subcontractors and suppliers (including any equipment rental firms) to the project through The Yard. Subcontractors and suppliers will need to register the equipment and vehicles from their fleets in The Yard. At this time, the successful Contractor and their applicable subcontractors and suppliers may request an exemption for a specific piece of equipment or vehicle if it meets one of the following exemption request criteria:

1. After following a BACT approach, the required emission control device would obscure operator lines of sight or otherwise impact worker safety or the equipment is not able to be retrofit with a verified emission control device; or

2. No compliant rental equipment is available within 100 miles of the job site; or http://www.portlandoregon.gov/cac https://theyard.clean-air.app/

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

3. After following a BACT approach, the Contractor can demonstrate that due to the uniqueness of the equipment/vehicle or similar special circumstances, it is not reasonable to comply with the diesel engine requirement for a specific piece of equipment/vehicle.

4. Exemptions may also be granted during the course of the project when a noncompliant piece of equipment/vehicle is required to respond to an emergency. In such cases, the Contractor shall notify the Owner’s Representative and request approval for an exemption via The Yard.

Such exemptions shall be valid only for the duration of the emergency, repair timeframe, or similar temporary timeframe as applicable.

E. Approved exemptions shall be valid for the calendar year, at which time contractors may request to extend exemptions. Requests shall be reviewed by the CAC Program and will either be retired or renewed for another calendar year.

F. Through this process, the Contractor shall certify that all applicable equipment and vehicles used on the project are in compliance with the Clean Air Construction requirements or have a valid exemption.

G. The Yard can be accessed here https:/theyard.clean-air.app/

IV.C 4.3. Clean Air Construction – Continual Compliance, On-Site Inspections, and Violations

A. The Clean Air Construction requirements progress over time, and the Contractor shall ensure applicable equipment and vehicles used on the project are in compliance with the current requirement throughout the course of the project.

B. During the course of the project, the County may conduct an on-site inspection of CAC-applicable equipment and vehicles to confirm accuracy of fleet information submitted to The Yard.

C. Should the Owner’s Representative or authorized third-party discover, during the course of the project, that the Contractor, Subcontractor, or Supplier is violating the CAC engine requirements, the Owner’s Representative may issue a Notice to Cure to the Contractor.

The Notice to Cure will state the specifics of the violation and the timeframe within which the Contractor has to remedy the violation. The remedy timeframe shall not exceed seven (7) calendar days. If the Contractor fails to remedy the violation per the Notice to Cure, the Owner’s Representative may issue a Stop Work notice, authorizing the stoppage of work until the violation is remedied.

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

V. 5. Bidder Questionnaire

V.A 1. Bid Form

V.A.1 1.1. Pre-Bid Meeting* Attend Pre-Bid Meeting when required.

☐ Yes

☐ No

☐ Not Required *Response required

V.A.2 1.2. Resident Bidder* The Bidder hereby represents that they are a resident bidder per ORS 279A.120 and ORS 279C.365. A "resident bidder" means a bidder that has paid unemployment taxes or income taxes in this state during the 12 calendar months immediately preceding submission of the bid, has a business address in this state, and has stated in the bid whether the Bidder is a "resident bidder".

☐ Yes

☐ No *Response required

V.A.3 1.3. Construction Contractors Board* The Bidder is licensed by the Construction Contractor's Board in accordance with ORS 701.026.

☐ Please confirm *Response required

V.A.4 1.4. ODOT Prequalification* The Bidder acknowledges that it shall be prequalified to bid in this class of work by Oregon Department of Transportation (ODOT) per 00120.00

☐ Please confirm *Response required

V.A.5 1.5. Bid Guaranty Form and Bid Bond* The Bidder has completed and signed the Washington County Bid Guaranty Form provided under "Attachments", attached an electronic copy, and mailed the original by the Bid Opening Date. Bids not accompanied by the Washington County Bid Guaranty Form may be deemed non-responsive and rejected.

In addition, the Bidder has mailed and will attach, with the Bid, a copy of a bid security in the form of a certified check, cashier's check, or bid bond in the sum of at least ten (10) percent of the total bid, payable to Washington County, Oregon, which is to be forfeited as liquidated

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow damages in accordance with 00130.60. The original Bid Bond form, with original signatures and the Surety's seal affixed, shall be submitted by mail, or other delivery service per 00120.40(e-2).

*Response required

V.A.6 1.6. First-Tier Subcontractors Disclosure Form Complete and submit the First-tier Subcontractors Disclosure Form provided under "Attachments". This form may be submitted using the upload box below prior to the bid closing time, OR

Submit via the corresponding linked solicitation on the OpenGov website. The linked solicitation will be activated at the Bid Closing Time and will only be accessible for two hours following the bid opening time. An invitation to the linked solicitation will be sent to the email address used to submit this bid. The linked solicitation will be titled with the project name along with the words “First‐Tier Subcontractors Disclosure Form Submittal”.

First-Tier Subcontractors Disclosure Forms MUST be submitted via OpenGov using one of the two above options. The County will NOT accept First-Tier Subcontractors Disclosure Forms via email, fax, phone, hand-delivery, mail, or parcel service.

V.B 2. Bidder Agreements Russell Knoebel

Division Manager

Washington County Department of Land Use and Transportation

Capital Project Services Division

1400 SW Walnut Street

Hillsboro OR 97123.

V.B.1 2.1. The undersigned, hereinafter called the Bidder, declares:* That the only person or parties interested in this bid are those named herein; that this bid is, in all respects, fair and without fraud; that it is made without collusion with any official of Washington County, Oregon; and that the bid is made without any connection or collusion with any person making another bid on this contract.

☐ Please confirm *Response required

V.B.2 2.2. The Bidder Further Declares:* That the Bidder has read and thoroughly understands the bid documents governing the work embraced in this improvement and the method by which payment will be made for said work;

that the Bidder has visited the site and made such investigation as is necessary to determine the character of the materials and conditions to be encountered in the work; that if this bid is

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow accepted, the Bidder will contract with Washington County, Oregon, for the construction of the proposed improvement in a form of contract herein outlined, and provide the necessary equipment, materials, tools, apparatus, and labor, as specified in conformance with the requirements of the contract, and at the prices established by this Agreement.

☐ Please confirm *Response required

V.B.3 2.3. The Bidder further agrees:* That the Bidder has exercised its own judgment regarding the interpretation of subsurface information and has utilized all data which it believes pertinent from the Engineer, County, and other sources in arriving at its conclusion.

☐ Please confirm *Response required

V.B.4 2.4. The Bidder agrees:* To do any extra work and furnish other materials which cannot properly be classified under bid items, and to accept as full compensation therefore, such prices as may be determined according to the provisions of the Contract. See 00140.60 "Extra Work".

☐ Please confirm *Response required

V.B.5 2.5. The Bidder agrees:* That this bid is firm and shall not be withdrawn or revoked by the Bidder for a period of thirty

(30) calendar days from the date of the bid opening and that within ten (10) calendar days from the date of the "Notice of Award" of this bid, to execute the Agreement, and to furnish Washington County with satisfactory performance and payment bonds in the sum of the total amount of the contract guaranteeing the faithful performance of the work and payment of all bills.

☐ Please confirm *Response required

V.B.6 2.6. The Bidder agrees:* To begin work within ten (10) days after the date of the County's "First Notice Notification" and to complete work in all respects within the contract time specified herein. See 00180.50.

☐ Please confirm *Response required

V.B.7 2.7. The Bidder agrees:* In compliance with ORS 279C.840 and as part of this bid, the Bidder herein agrees that it shall be a condition of its bonds that in performing this contract it shall pay and cause to be paid not less than the prevailing rate of wages as of the date of advertisement for this bid to each and every worker who may be employed in and about the performance of this contract. If the County

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow determines at any time that the prevailing rate of wages has not been or is not being paid as required by the contract, the County may retain from the monies due to the Contractor an amount sufficient to make up the difference between the wages actually paid and the prevailing rate of wages, and may also cancel this contract.

☐ Please confirm *Response required

V.B.8 2.8. The Bidder agrees:* That all of the applicable provisions of Oregon law relating to public contracts (ORS Chapters 279A and 279C) are, by this reference, incorporated in and made a part of this bid.

☐ Please confirm *Response required

V.B.9 2.9. The Bidder agrees:* It is agreed that if the Bidder revokes or withdraws its bid within the 30-day period following the bid opening date or if the Bidder is awarded the contract for the work herein proposed and shall fail or refuse to execute the contract and furnish the specified performance and payment bonds within ten (10) calendar days after the date of the “Notice to Award” of its bid, then, in either of these events, the bid security deposited herewith according to the conditions of this Bid shall be forfeited to and retained by the County as liquidated damages in accordance with 00130.60; and it is agreed that the said sum is a fair measure of the amount of damages the County will sustain in case the Bidder shall so withdraw its bid or fail or refuse to execute the contract for the said work and to furnish the performance and payment bonds as specified in the Contract Documents. Bid security in the form of a cashier's or certified check drawn on a lending institution of Oregon shall be subject to the same requirements as a bid bond.

☐ Please confirm *Response required

V.B.10 2.10. The Bidder agrees:* In accordance with the provisions of the 2024 edition of the "Oregon Standard Specifications for Construction", as modified by these Bid Documents, the undersigned Bidder submits the Bid Schedule (Pricing Table) with the understanding that unit rates and prices are independent of quantities and that the County reserves the right to increase, decrease, or completely eliminate quantities as set forth in 00120.20. Also, the Bidder offers to do the work, whether quantities are changed (increased or decreased) in accordance with 00195.20, or not changed, at the unit rate or price stated in the Bid Schedule (Pricing Table).

☐ Please confirm *Response required

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

V.C 3. LIMITING STATEMENTS:

THE UNDERSIGNED AGREES If you desire to limit the number of contracts to be awarded to your firm at this opening of bids as permitted by subsection 00120.50 of the specifications, please complete one of the following limiting statements:

V.C.1 3.1. No. 1:

This bid is conditioned upon my (our) not being awarded more than _____ of the contracts on which I (we) have bid at this opening of bids.

☐ N/A

☐ 1

☐ 2

☐ 3

V.C.2 3.2. No. 2 This bid is conditioned upon my (our) not being awarded contracts at this opening of bids for an aggregate total amount in excess of the dollar amount below:

V.D 4. Signature Page

V.D.1 4.1. Signature Page* Complete, print, sign, and upload the Signature Page provided under "Attachments" using the upload box below.

The original must be mailed to the Walnut Street office on or before the bid opening date.

*Response required

V.E 5. Optional

V.E.1 5.1. How did you hear about this Bid?

Select all that apply

☐ Washington County's OpenGov portal, or other OpenGov notification

☐ OregonBuys

☐ DJC Oregon, Portland Tribune, or other printed media

☐ Plan Room, Planning Center, etc.

☐ Washington County Website

☐ Link sent directly to my email

☐ Word of mouth

VI. 6. Bid Schedule

BID SCHEDULE

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

SCHEDULE A: WALKER ROAD / MURRAY BLVD. INTERSECTION

EXTRA WORK (00100)

1 Miscellaneous Field Changes (00196) 250,000 AA $1.00

2 Miscellaneous Right-Of-Way Changes (00196)

100,000 AA $1.00

MOBILIZATION AND TRAFFIC CONTROL (00200)

3 Mobilization (00210) 1 LS

4 Temporary Protection and Direction of Traffic (00221)

1 LS

5 Field Office and Facilties (00206) 1 LS

6 Temporary Signs (00222) 1,500 SF

7 Portable Changeable Message Signs (00222)

5 EA

8 Temporary Sign Supports (00222) 20 EA

9 Flaggers (00223) (minimum bid $82.00)

7,500 HR

10 Flagger Station Lighting (00223) 8 EA

11 Temporary Plastic Drums (00224) 565 EA

12 Temporary Barricades, Type II (00224) 30 EA

13 Temporary Barricades, Type III (00224) 50 EA

14 Temporary Reflective Pavement Markers (00225)

5,400 EA

15 Temporary Striping (00225) 27,000 FT

16 Temporary Pavement Legends (00225) 16 EA

17 Temporary Pavement Bars (00225) 112 SF

18 Stripe Removal (00225) 30,000 FT

19 Legend Removal (00225) 16 EA

20 Bar Removal (00225) 112 SF

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

21 Temporary Concrete Barrier, Reflectorized (00226)

1,730 FT

22 Temporary Impact Attenuator, Sand Barrel System (00226)

4 EA

23 Moving Impact Attenuator, Sand Barrel System (00226)

10 EA

24 Repair Temporary Impact Attenuator, Sand Barrel System (00226)

4 EA

25 Temporary Traffic Signal, Walker at Murray (00227)

1 LS

26 Pedestrian Channelizing Devices (00228)

200 FT

27 Temporary Curb Ramp, ACP (00228) 10 EA

28 Temporary Walks (00228) 5,000 SF

29 Construct and Remove Temporary Roadbed and Surfacing (00230)

1 LS

30 Erosion Control (00280) 1 LS

31 Matting, Type A (00280) 5,868 SY

32 Construction Entrance (00280) 2 EA

33 Orange Construction Fence (00280) 1,278 FT

34 Sediment Fence, Unsupported (Orange) (00280)

5,358 FT

35 Check Dam, Type 3 (00280) 10 EA

36 Inlet Protection, CWS Type 5 (00280) 47 EA

37 Inlet Protection, CWS Curb & Gutter Type (00280)

79 EA

38 Sediment Barrier, Type 3 (wattles) (00280)

500 FT

39 Sediment Bag (00280) 4 EA

40 Temporary Mulching, Straw (00280) 100,000 SF

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

41 Plastic Sheeting (00280) 1,000 SY

42 Pollution Control Plan (00290) 1 LS

43 Work Containment Plan (00290) 1 LS

44 Turbidity Monitoring (00290) 1 LS

45 Protection of Fish and Fish Habitat, 1st In-Water Work Window (00295)

1 LS

46 Protection of Fish and Fish Habitat, 1st In-Water Work Window TVWD Crossings (00295)

1 LS

47 Protection of Fish and Fish Habitat, 2nd In-Water Work Window (00295)

1 LS

ROADWORK (00300)

48 Construction Survey Work (00305) 1 LS

49 Removal of Structures and Obstructions (00310)

1 LS

50 Clearing and Grubbing (00320) 1 LS

51 Foundation Excavation (00330) 100 CY

52 General Excavation (00330) 30,107 CY

53 Subgrade Stabilization (00331) 4,900 CY

54 Subgrade Geotextile (00350) 41,909 SY

55 Riprap Geotextile, Type 1 (00350) 18 SY

56 Loose Riprap Mixture, Class 100 (00390)

483 CY

57 Riprap Basins, Class 50 (00390) 4 EA

DRAINAGE AND SEWERS (00400)

58 8 Inch PVC Perf Storm Sewer Pipe, 0'- 10' (00445)

507 FT

59 10 inch Storm Sewer Pipe, 0'-10' (00445)

72 FT

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

60 12 inch Storm Sewer Pipe, 0'-10' (00445)

3,720 FT

61 12 inch Reinforced Storm Sewer Pipe, 0'-10' (00445)

177 FT

62 14 inch Storm Sewer Pipe, 0'-10' (00445)

89 FT

63 15 inch Storm Sewer Pipe, 0'-10' (00445)

1,664 FT

64 16 inch Storm Sewer Pipe, 0'-10' (00445)

164 FT

65 18 inch Storm Sewer Pipe, 0'-10' (00445)

539 FT

66 24 inch Storm Sewer Pipe, 0'-10' (00445)

893 FT

67 30 inch Storm Sewer Pipe, 0'-10' (00445)

242 FT

68 36 inch Storm Sewer Pipe, 0'-10' (00445)

396 FT

69 Sloped End Sections, 12 Inch (00445) 4 EA

70 Sloped End Sections, 14 Inch (00445) 2 EA

71 Sloped End Sections, 15 Inch (00445) 1 EA

72 Sloped End Sections, 18 Inch (00445) 2 EA

73 Sloped End Sections, 36 Inch (00445) 1 EA

74 Roof or Field Drain Connections (00445)

300 FT

75 Concrete Manholes, Standard (00470) 7 EA

76 Concrete Manholes, Standard - City of Beaverton (00470)

7 EA

77 Concrete Manholes 48" Dia. Flat-Top - City of Beaverton (00470)

3 EA

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

78 Concrete Manholes, Large Precast (60" Diameter) - City of Beaverton (00470)

2 EA

79 Concrete Manholes 60" Dia. Flat-Top - City of Beaverton (00470)

3 EA

80 Concrete Manholes 60" Dia. Water Quality Pretreatment (With Snout) (00470)

4 EA

81 Concrete Manholes 72" Dia. Water Quality Pretreatment (With Snout) (00470)

1 EA

82 Stormwater Vault, Traffic Rated Access Grates (00470)

1 EA

83 Concrete Inlets, Area Drain (00470) 1 EA

84 Concrete Inlets, Type CG-48 Inlet (00470)

27 EA

85 Concrete Inlets, Type MOD CG-48 MH Inlet (00470)

39 EA

86 Concrete Inlets, Type CG-30 Inlet, LIDA (00470)

10 EA

87 Concrete Inlets, Type Ditch (00470) 4 EA

88 18 Inch Storm Overflow, LIDA (00470) 11 EA

89 8 Inch PVC Storm Cleanout, LIDA (00470)

11 EA

90 Minor Adjustment of Manholes (00490)

5 EA

91 Major Adjustment of Manholes (00490)

31 EA

92 Adjusting Boxes (00490) 8 EA

93 Connection To Existing Structures (00490)

6 EA

94 Extra for Manholes over Existing Sewers (00490)

6 EA

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

BRIDGES (00500)

95 Bridge Removal Work (00501) 1 LS

96 Bridge Removal Work, Murray Culvert (00501)

1 LS

97 Bridge Removal Work, Far Vista Culvert (00501)

1 LS

98 Bridge Removal Work, Walker Culvert (00501)

1 LS

99 Extra for Salvaging and Stockpiling Bridge (00501)

1 LS

100 Shoring and Cribbing, Murray Bridge (00510)

1 LS

101 Shoring and Cribbing, Walker Bridge (00510)

1 LS

102 Shoring and Cribbing, Far Vista Culvert (00510)

1 LS

103 Shoring and Cribbing, Walker Culvert (00510)

1 LS

104 Structural Excavation (00510) 5,809 CY

105 Granular Structural Backfill (00510) 2,977 CY

106 Furnish PP 16x0.5 Steel Pile (00520) 7,198 FT

107 Drive PP 16x0.5 Steel Piles (00520) 69 EA

108 PP 16x0.5 Steel Pile Splices (00520) 30 EA

109 Furnish Pile Driving Equipment, Murray Bridge (00520)

1 LS

110 Furnish Pile Driving Equipment, Walker Bridge (00520)

1 LS

111 Pile Load Testing, Dynamic (00520) 4 EA

112 Reinforcement, Uncoated (00530) 1 LS

113 General Structural Concrete, Class 4000 (00540)

1 LS

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

114 Architectural Treatment (00543) 153 SY

115 Test Panel (00543) 1 LS

116 Rubble Masonry (00544) 716 SF

117 Reinforced Concrete Bridge Approach Slabs (00545)

1,068 SY

118 30" Precast Prestressed Slabs (00550) 1 LS

119 26" Precast Prestressed Slabs (00550) 1 LS

120 RB2028W Precast Prestressed Girder (00550)

1 LS

121 Precast Prestressed Beams, Existing (00551)

1 LS

122 PVC Conduit System, 3 Inch Diameter (00583)

463 FT

123 Combination Bridge Rail (00587) 345 FT

124 Combination Bridge Rail, Rubble Masonry (00587)

127 FT

125 Temporary Type D Protective Fence (00587)

1 LS

126 Utility Attachments on Structures, Franchise Utilities (00589)

1 LS

127 Polymer Membrane (00590) 23,593 SF

128 Precast Split Reinforced Concrete Box Culverts (00595)

214 FT

129 Retaining Wall 1, Prefabricated Modular Gravity (00596B)

1 LS

130 Retaining Wall 2, Prefabricated Modular Gravity (00596B)

1 LS

131 Retaining Wall 3, Prefabricated Modular Gravity (00596B)

1 LS

132 Retaining Wall 4, Prefabricated Modular Gravity (00596B)

1 LS

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

133 Retaining Wall 5, Prefabricated Modular Gravity (00596B)

1 LS

134 Retaining Wall 6, Minor Modular Gravity (00596B)

1 LS

135 Wing Walls (00595) 1 LS

136 Aprons (00595) 1 LS

137 Sound Walls (00597) 1,365 SF

138 Sound Walls - Agency Provided (00597)

1,196 SF

BASES (00600)

139 Cold Plane Pavement Removal 0-2 Inches Deep (00620)

998 SY

140 Aggregate Base (00641) 21,200 CY

WEARING SURFACES (00700)

141 Level 3, 1/2 inch Dense ACP (00744) 15,681 TN

142 Level 2, 1/2 inch Dense ACP (00744) 133 TN

143 Extra for Asphalt Approaches (00749) 7,134 SF

144 Extra for Asphalt Walks (00749) 4,463 SF

145 Concrete Curbs, Standard Curb (00759)

287 FT

146 Concrete Curbs, Variable Height Standard Curb (00759)

180 FT

147 Concrete Curbs, 8 inch Standard Curb (00759)

163 FT

148 Concrete Curbs, Standard Curb and Gutter (00759)

9,931 FT

149 Concrete Curbs, Thickened Curb and Gutter (00759)

638 FT

150 Concrete Curbs, Traffic Separator (00759)

255 FT

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

151 Concrete Islands (00759) 992 SF

152 Concrete Driveways (00759) 5,154 SF

153 Concrete Driveways, Reinforced (00759)

842 SF

154 Concrete Walks (00759) 49,977 SF

155 Concrete Walks, Reinforced (00759) 2,066 SF

156 Concrete Walks, Coping (00759) 175 SF

157 Extra for New Curb Ramps (00759) 23 EA

158 Truncated Domes on New Surfaces (00759)

404 SF

159 Concrete Driveways Approaches (00759)

2,307 SF

160 Raised Concrete Crosswalk, Reinforced (00759)

1,296 SF

PERMANENT TRAFFIC CONTROL AND GUIDANCE DEVICES (00800)

161 Removable Bollards (00815) 3 EA

162 Mono-Directional White Type I Markers (00855)

407 EA

163 Bi-Directional Yellow Type I Markers (00855)

196 EA

164 Permanent Surface Mounted Tubular Markers (00856)

8 EA

165 Thermoplastic, Extruded or Sprayed, Surface, Non-Profiled (00865)

43,535 FT

166 Pavement Legend, Type AB: Arrows (00867)

36 EA

167 Pavement Legend, Type B-HS: Bicycle Lane Stencil (00867)

18 EA

168 Pavement Legend, Type B-HS: Sharrow (00867)

4 EA

169 Pavement Bar, Type AB (00867) 1,523 SF

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

170 Pavement Legend, Type B-HS:

GreenBikeLane "GRN" (00868)

243 SF

PERMANENT TRAFFIC CONTROL & ILLUMINATION SYSTEMS (00900)

171 Remove Existing Signs (00905) 1 LS

172 Remove and Reinstall Existing Signs (00905)

1 LS

173 Perforated Steel Square Tube Sign Supports (00930)

1 LS

174 Signs, Standard Sheeting, Sheet Aluminum (00940)

445 SF

175 Removal of Electrical Systems (00950) 1 LS

176 Pole Foundations (00970) 1 LS

177 Lighting Poles, Fixed Based (00970) 1 LS

178 Luminaires, Lamps, and Ballasts (00970)

1 LS

179 Switching, Conduit, and Wiring (00970)

1 LS

180 Telecommunications, Material (00987) 1 LS

181 Telecommunications, Installation (00987)

1 LS

182 Telecommunications, Splicing and Testing (00987)

1 LS

183 Traffic Signal Complete, Walker Road / Murray Blvd (00990)

1 LS

184 Traffic Signal Complete, Walker Road / Park Way (00990)

1 LS

RIGHT-OF-WAY DEVELOPMENT (01000)

185 Water Quality Swale, No. 1 (01012) 1 LS

186 Water Quality Swale, No. 2 (01012) 1 LS

187 Water Quality Swale, No. 3 (01012) 1 LS

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

188 Water Quality Swale, No. 4 (01012) 1 LS

189 Water Quality Swale, No. 5 (01012) 1 LS

190 Water Quality Swale, No. 6 (01012) 1 LS

191 Water Quality Planter, LIDA Facility A (01015)

1 LS

192 Water Quality Planter, LIDA Facility B (01015)

1 LS

193 Water Quality Planter, LIDA Facility C (01015)

1 LS

194 Water Quality Planter, LIDA Facility D (01015)

1 LS

195 Water Quality Planter, LIDA Facility E (01015)

1 LS

196 Water Quality Planter, LIDA Facility F (01015)

1 LS

197 Water Quality Planter, LIDA Facility G (01015)

1 LS

198 Seeding, Mix A Fine Lawn Seeding (01030)

650 SY

199 Seeding, Mix B Permanent Roadside Seeding (01030)

21,780 SF

200 Seeding, Mix CNative Wildflower Seeding (01030)

8,712 SF

201 Seeding, Mix D Water Quality: LIDA (01030)

2,178 SF

202 Seeding, Mix E Native Riparian Seeding (01030)

17,424 SF

203 Seeding, Mix F Low Grow Seeding (01030)

872 SF

204 Topsoil (01040) 2,572 CY

205 Soil Conditioner (01040) 263 CY

206 Conifer Trees, 6 Ft. Height (01040) 73 EA

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

207 Deciduous Trees, 2 inch Caliper (01040)

78 EA

208 Shrubs, No. 1 Container (01040) 4,724 EA

209 Groundcovers, #1 Container (01040) 4,282 EA

210 Plant Cuttings, Greater than 1 Inch (01040)

1,267 EA

211 Wetland Plants, Plugs (01040) 58,393 EA

212 Bark Mulch (01040) 397 CY

213 Second Year Landscape Establishment (01040)

1 LS

214 Root Barrier (01040) 1,460 FT

215 CL-4R Chain Link Fence with Vinyl Clad Fabric (Brown) (01050)

859 FT

216 CL-4R Chain Link Fence with Vinyl Clad Fabric (Black) (01050)

170 FT

217 15 Foot x 48 Inch Chain Link Double Gate (Black) (01050)

2 EA

218 Monument Boxes - Installed (01065) 17 EA

219 Single Mailbox Supports (01070) 9 EA

220 Fish Rocks (01091) 20 EA

221 Streambed Aggregate (01091) 172 CY

222 Streambed Excavation and Regrading (01091)

1 LS

SCHEDULE B: CWS CEDAR MILL TRUNK RELOCATION

223 Removal of Pipes (00310) 121 FT

224 Removal of Manholes (00310) 1 EA

225 Mainline Video Inspection (00415) 500 FT

226 48 Inch FRP Sanitary Sewer Pipe (00445)

160 FT

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

227 8 Inch PVC Sanitary Sewer Pipe (00445)

325 FT

228 Concrete Manholes, 72" Diameter (00470)

1 EA

229 Concrete Manholes, 84" Diameter (00470)

1 EA

230 Concrete Manholes, 48" Diameter (00470)

2 EA

231 Connect to Existing Sewer Pipe (00490)

1 EA

232 Connection to Existing Structure (00490)

1 EA

233 Major Adjustment of Manholes (00490)

1 EA

234 Filling Abandoned Structures (00490) 1 EA

235 Grout Fill Sewer Pipe (00490) 1,565 FT

236 Extra for Manholes over Existing Sewers (00490)

1 EA

SCHEDULE C: TVWD WALKER RD WATER TRANSMISSION MAIN RELOCATION

237 Miscellaneous Field Changes TVWD Water Main Relocations (As Authorized)

100,000 LS $1.00

238 Construction Survey - Steel and DI Pipe 1 LS

239 Furnish 42" MLPCSP Pipeline 1,108 FT

240 Install 42" MLPCSP Pipeline 1,108 FT

241 42-Inch Connection to Existing System 2 EA

242 Trench Foundation - Steel Pipe 1,107 FT

243 Rock Excavation - Steel Pipe 150 CY

244 Blowoff - Type I 2 EA

245 Trench Cutoff Wall 5 EA

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

246 Type I Air Valve Assembly and Vault 1 EA

247 30-inch Buried Accessway 2 EA

248 30-inch Accessway with Vault 2 EA

249 42-Inch Butterfly Valve (BFV) 1 EA

250 Pipeline Markers - Steel Pipe 1 LS

251 Abandonment of Exsiting 48-inch CCP Water Main

532 FT

252 Removal of Existing 48-inch CCP 397 FT

253 Cathodic Protection - Steel Pipe 1 LS

254 Pipeline Cleaning and Testing - Steel Pipe

1 LS

255 Wellpoints for Dewatering - Steel and DI Pipe

45 EA

256 Dewatering System and Operations - Steel and DI Pipe

1 LS

257 6-inch DI Potable Water Pipe Complete

95 FT

258 8-inch DI Potable Water Pipe Complete

235 FT

259 12-inch DI Potable Water Pipe Complete

660 FT

260 12-inch DI Potable Water Pipe Bridge Crossing Complete

105 FT

261 Trenchless Installation 8-inch DI Potable Water Pipe Complete

60 FT

262 Trenchless Installation 12-inch DI Potable Water Pipe Complete

80 FT

263 Settlement Monitoring for Trenchless Installations

1 LS

264 Trench Foundation - DI Pipe 150 CY

265 Rock Excavation - DI Pipe 100 CY

100238 - SW Walker Road/SW Murray Boulevard Intersection Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

266 8-Inch DI Connection to Existing Main 2 EA

267 12-Inch DI Connection to Existing Main 3 EA

268 6-Inch Gate Valve 4 EA

269 8-Inch Gate Valve 3 EA

270 12-Inch Butterfly Valve 7 EA

271 2-Inch Combination Air Valve Assembly

3 EA

272 Abandonment of 8-inch Existing Main 227 FT

273 Abandonment of 12-inch Existing Main 770 FT

274 Kill and Remove Fire Hydrant 1 EA

275 Fire Hydrant Assemblies 2 EA

276 Kill Water Service 2-inch and Smaller 7 EA

277 Relocate Existing Water Meter and Extend 1-inch Water Service

1 EA

278 1-Inch Water Service Installation and Connection, Short Run

3 EA

279 1-Inch Water Service Installation and Connection, Long Run

4 EA

280 6-Inch Water Service and Vault and Connection

1 LS

281 Cleaning and Testing - DI Pipe 1 LS

TOTAL