Bid Documents for

100315 - NW WALKER ROAD - NW 185TH AVE TO NW 173RD AVE

Bid Number: 2026.011-LUT CPS

WASHINGTON COUNTY

DEPARTMENT OF LAND USE & TRANSPORTATION

CAPITAL PROJECT SERVICES

1400 SW WALNUT STREET, MS#18

HILLSBORO, OR 97123-5625

Date Issued: March 9, 2026 DEADLINE FOR QUESTIONS: March 20, 2026

RESPONSE DEADLINE: March 25, 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

100315 - NW Walker Road - NW 185th Ave to NW 173rd Ave

I. Preface II. Introduction

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

VI. Bid Schedule

Attachments:

A - 100315_13_Book_1 B - 100315_13_Signature_Page_Fillable C - 100315_13_Bid_Guaranty_Fillable D - 100315_13_First_Tier_Subs_Disclosure_Fillable E - 100315_13_Book_2 F - 100315_13_Walker_Phase_3_Bid_Set G - City of Beaverton Waterline Plans [Schedule B] H - Tualatin Valley Water District Waterline Plans [Schedule C]

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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

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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: 2026.011-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

100315 - NW Walker Road - NW 185th Ave to NW 173rd Ave 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: 2026.011-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 100315

II.A 2.1. Summary

The project name is: 100315 - NW Walker Road - NW 185th Ave to NW 173rd Ave.

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

• Construct roadway widening and construction of a 5-lane section on NW Walker Road including curbs, sidewalks, and illumination.

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• Construct intersection widening and improvements.

• Construct retaining walls and sound walls.

• Construct piped storm water conveyance system with water quality treatment and detention.

• Install signing and striping.

• Construct illumination and traffic signals.

• Construct waterline.

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

The Project cost range is $10,000,000 - $30,000,000.

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 March 9, 2026

Question Submission Deadline March 20, 2026, 5:00pm

Bid Opening Date March 25, 2026, 1:00pm

III. 3. Invitation To Bid

III.A 3.1. The Project

The project name is: 100315 - NW Walker Road - NW 185th Ave to NW 173rd Ave

III.B 3.2. Pre-Bid Meeting

The County will not hold a pre-bid meeting for this project.

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

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III.C 3.3. Bids

Bids will be received electronically via the County's OpenGov Procurement Portal before 1:00 pm on Wednesday, March 25, 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.

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, March 9, 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.

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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.

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, March 9, 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

100315 - NW Walker Road - NW 185th Ave to NW 173rd Ave Powered by ProcureNow 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.

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 http://www.portlandoregon.gov/cac https://theyard.clean-air.app/

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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

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/

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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.

V. 5. Bidder Questionnaire

V.A 1. Bid Form

V.A.1 1.1. 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.2 1.2. 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.3 1.3. 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

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☐ Please confirm *Response required

V.A.4 1.4. 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 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.5 1.5. 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.

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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 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

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*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 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

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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

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

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☐ 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

Line Item Description Quantity Unit of Measure

Unit Cost Total

SCHEDULE A: NW WALKER ROAD - NW 185th Ave to NW 173rd Ave

GENERAL CONDITIONS (00100)

1 Miscellaneous Field Changes (As Authorized)

125,000 AA $1.00

2 Miscellaneous Right-Of-Way Commitments (As Authorized)

125,000 AA $1.00

TEMPORARY FEATURES AND APPURTENANCES (00200)

3 Mobilization (00210) 1 LS

4 Temporary Protection And Direction Of Traffic (00221)

1 LS

5 Temporary Signs (00222) 1,800 SF

6 Temporary Sign Supports (00222) 20 EA

7 Portable Changeable Message Signs (00222)

6 EA

8 Flaggers (minimum bid $82.00) (00223)

5,270 HR

9 Temporary Barricades, Type II (00224) 60 EA

10 Temporary Barricades, Type III (00224) 115 EA

11 Temporary Plastic Drums (00224) 500 EA

12 Temporary Striping (00225) 52,500 FT

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Line Item Description Quantity Unit of Measure

Unit Cost Total

13 Temporary Pavements Legends (00225)

18 EA

14 Stripe Removal (00225) 70,000 FT

15 Bar Removal (00225) 90 SF

16 Legend Removal (00225) 12 EA

17 Pedestrian Channelizing Devices (00228)

1,350 FT

18 Temporary Curb Ramp, Parallel (w/ Landing & 90 Degree Turn) (00228)

4 EA

19 Temporary Walks (00228) 2,500 SF

20 Temporary Water Management Facility (00245)

1 LS

21 Temporary Construction Work Zone Fence (Orange) (00270)

2,810 FT

22 Temporary Fence Construction (00270)

2,050 FT

23 Erosion Control (00280) 1 LS

24 Plastic Sheeting (00280) 500 SY

25 Construction Entrance (00280) 2 EA

26 Sediment Fence, Orange (00280) 1,900 FT

27 Temporary Mulching, Straw (00280) 87,120 SF

28 Matting, Type A (00280) 4,500 SF

29 Inlet Protection, CWS Type 3 (00280) 20 EA

30 Inlet Protection, CWS Type 4 (00280) 14 EA

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

38 EA

32 Sediment Barrier, Type 3 (Wattles) (00280)

550 FT

33 Pollution Control Plan (00290) 1 LS

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Line Item Description Quantity Unit of Measure

Unit Cost Total

34 Turbidity Monitoring (00290) 1 LS

ROADWORK (00300)

35 Construction Survey Work (00305) 1 LS

36 Removal of Structures and Obstructions (00310)

1 LS

37 Clearing and Grubbing (00320) 1 LS

38 General Excavation (00330) 16,470 CY

39 Subgrade Stabilization (00331) 1,600 CY

40 Subgrade Geotextile (00350) 23,500 SY

41 Riprap Geotextile, Type 1 Woven (00350)

572 SY

42 Loose Riprap, Class 200 (00390) 200 CY

43 Riprap basins, Class 100 (00390) 2 EA

44 Riprap basins, Class 200 (00390) 7 EA

45 Shotcrete Facing (00396) 736 SY

DRAINAGE AND SEWERS (00400)

46 Bentonite Trench Dam (00405) 11 CY

47 Controlled Low Strength Material (00442)

29 CY

48 Low Density Cellular Concrete, Class II (00444)

4,070 CY

49 Roof or Field Drain Connections (00445)

200 FT

50 10 Inch Storm Sewer Pipe, 0-10.0 Ft Depth (00445)

750 FT

51 12 Inch Storm Sewer Pipe, 0-10.0 Ft Depth (00445)

1,536 FT

52 15 Inch Storm Sewer Pipe, 0-10.0 Ft Depth (00445)

825 FT

100315 - NW Walker Road - NW 185th Ave to NW 173rd Ave Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

53 18 Inch Storm Sewer Pipe, 0-10.0 Ft Depth (00445)

1,124 FT

54 18 Inch Storm Sewer Pipe, 10.1-20.0 Ft Depth (00445)

39 FT

55 18 Inch Ductile Iron Pipe, Sleeve (00445)

20 FT

56 Pipe Tees, 10 Inch X 12 Inch (00445) 1 EA

57 Concrete Storm Sewer Manholes, 48" (00470)

10 EA

58 Concrete Storm Sewer Manholes, 84" (00470)

1 EA

59 Concrete Manholes, 60" Dia. Flow Control (00470)

1 EA

60 Concrete Manholes, 60" Dia. Water Quality (with snout) (00470)

1 EA

61 Concrete Manholes, 72" Dia. Water Quality (with snout) (00470)

1 EA

62 Concrete Inlets, Type CG-48 (00470) 26 EA

63 Concrete Inlets, CWS Type Mod. CG-

48MH (00470)

5 EA

64 Concrete Inlets, Area Drain Type II (00470)

4 EA

65 Concrete Inlets, Type D (00470) 3 EA

66 Concrete Inlets, Beehive (00470) 1 EA

67 Adjusting Boxes (00490) 5 EA

68 Connection to Existing Structures (00490)

8 EA

69 Minor Adjustment Of Manholes (00490)

6 EA

70 Major Adjustment Of Manholes (00490)

12 EA

100315 - NW Walker Road - NW 185th Ave to NW 173rd Ave Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

71 Extra for Manholes Over Existing Sewers (00490)

1 EA

72 Adjusting Inlets (00490) 1 EA

73 Repair or Reconstruct Existing Sewer Laterals (00490)

100 FT

BRIDGES (00500)

74 Extra for Salvaging and Stockpiling Bridge and Precast Blocks (00501)

1 LS

75 Bridge Removal Work (00501) 1 LS

76 Structure Excavation (00510) 220 CY

77 Granular Structure Backfill (00510) 131 CY

78 Furnish Preboring Equipment (00520) 1 LS

79 Preboring Piles (00520) 42 FT

80 Furnish Pile Driving Equipment (00520)

1 LS

81 Furnish PP 16 x 0.375 Steel Piles (00520)

2,093 FT

82 PP 16 x 0.375 Steel Pile Splices (00520) 6 EA

83 PP 18 x 0.375 Steel Pile Sleeves (00520)

1 LS

84 Drive PP 16 x 0.375 Steel Piles (00520) 24 EA

85 Steel Casing for Existing Sewer (00520) 1 LS

86 Steel Casing for Wall Penetrations (00520)

1 LS

87 Furnish and Drive Steel Sheet Piling 1 (00520)

1,771 SY

88 Furnish and Drive Steel Sheet Piling 2 (00520)

548 SY

89 Reinforcement, Grade 60 (00530) 1 LS

100315 - NW Walker Road - NW 185th Ave to NW 173rd Ave Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

90 Foundation Concrete, Class 4000 (00540)

72 CY

91 Architectural Treatment, RWL3 AND

RWL5 (00543)

127 SY

92 Architectural Treatment, SWR5 (00543)

138 SY

93 Modified Sidewalk Mounted Combination Rail (00587)

451 FT

94 Moment Slab (00587) 548 FT

95 Precast Reinforced Concrete Three Sided Structures (00595)

95 FT

96 Soundwall, Cast-In-Place, No. SWR5 (00597)

678 SF

97 Sound Walls, No. SWR1 (00597) 2,891 SF

98 Sound Walls, No. SWR2-1 (00597) 2,906 SF

99 Sound Walls, No. SWR2-2 (00597) 794 SF

100 Sound Walls, No. SWR4 (00597) 3,176 SF

101 Sound Walls, No. SWR5-1 (00597) 275 SF

102 Sound Walls, No. SWR5-2 (00597) 2,887 SF

103 Sound Walls, No. SWL1-1 (00597) 5,775 SF

104 Sound Walls, No. SWL1-2 (00597) 1,221 SF

105 Sound Walls, No. SWL2-1 (00597) 2,620 SF

106 Sound Walls, No. SWL2-2 (00597) 2,047 SF

107 Sound Walls, No. RWL2 (00597) 879 SF

BASES (00600)

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

5,100 SY

109 Aggregate Base (00641) 10,500 CY

WEARING SURFACES (00700)

100315 - NW Walker Road - NW 185th Ave to NW 173rd Ave Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

110 Level 3, 1/2 Inch ACP Mixture (00744) 9,147 TN

111 Extra For Asphalt Approaches (00749) 2,025 SF

112 Concrete Curbs, Private (00759) 89 FT

113 Concrete Curbs, Standard Curb and Gutter (00759)

5,219 FT

114 Concrete Curbs, Vertical Curb Non- Mountable (00759)

242 FT

115 Concrete Islands (00759) 1,232 SF

116 Concrete Walks (00759) 26,341 SF

117 Extra for Monolithic Wall (00759) 102 FT

118 Concrete Driveway Approaches (00759)

354 SF

119 Concrete Driveway Approaches, Reinforced (00759)

1,694 SF

120 Concrete Driveways (00759) 773 SF

121 Truncated Domes on New Surfaces (00765)

9 EA

PERMANENT TRAFFIC SAFETY AND GUIDANCE DEVICES (00800)

122 Bridge Identification Markers (00842) 2 EA

123 Mono-Directional White Type 1AR Markers (00855)

200 EA

124 Bi-Directional Yellow Type 1AR Markers (00855)

225 EA

125 Permanent Surface Mounted Tubular Markers (00856)

10 EA

126 Thermoplastic, Extruded, Surface, Non-profiled (00865)

26,000 FT

127 Pavement Legend, Type B-HS: Arrows (00867)

14 EA

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

8 EA

100315 - NW Walker Road - NW 185th Ave to NW 173rd Ave Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

129 Pavement Bar, Type B-HS (00867) 550 SF

PERMANENT TRAFFIC CONTROL AND ILLUMINATION SYSTEMS (00900)

130 Crosswalk Closure Supports (00902) 4 EA

131 Remove Existing Signs (00905) 1 LS

132 Remove and Reinstall Existing Signs (00905)

1 LS

133 Perforated Steel Square Tube Sign Supports (00930)

1 LS

134 Signs, Standard Sheeting, Sheet Aluminum (00940)

200 SF

135 Pole Foundations (00970) 1 LS

136 Luminaires, Lamps, and Ballasts (00970)

1 LS

137 Switching, Conduit, and Wiring (00970)

1 LS

138 Lighting Poles and Arms (00970) 1 LS

139 Telecommunications, Material (00987) 1 LS

140 Telecommunications, Installation (00987)

1 LS

141 Telecommunications, Splicing and Testing (00987)

1 LS

142 Traffic Signal Installation Complete, NW Walker Rd and NW 178th Ave (00990)

1 LS

143 Traffic Signal Modifications Complete, NW Walker Rd and NW 185th Ave (00990)

1 LS

RIGHT OF WAY DEVELOPMENT AND CONTROL (01000)

144 Contech 8X11 Stormfilter Vault (01010)

1 EA

145 Prescreen 7X8 Vault (01010) 1 EA

100315 - NW Walker Road - NW 185th Ave to NW 173rd Ave Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

146 Cambray Water Quality and Detention Pond (01011)

1 LS

147 Water Quality Swale (01012) 1 LS

148 Water Quality Seeding (01030) 14,863 SF

149 Wildflower Seeding (01030) 11,326 SF

150 Root Barrier (01040) 1,240 FT

151 Compost Mulch (01040) 221 CY

152 Bark Mulch (01040) 152 CY

153 Shrub, #1 Container (01040) 5,754 EA

154 Plant Cutting, greater than 1 inch (01040)

2,460 EA

155 Deciduous Tree, #2 container (01040) 289 EA

156 Deciduous Tree, 1.5" caliper (01040) 53 EA

157 Vines, #2 container (01040) 200 EA

158 CL-4R Chain Link Fence (01050) 199 FT

159 Removing And Rebuilding Fence (01050)

275 FT

160 Permanent Fence Reconnection (01050)

15 EA

161 Monument Boxes - Installed (01065) 4 EA

162 Single Mailbox Supports (01070) 5 EA

163 Soil Lift Bank Stabilization (01091) 200 LF

164 Vegetated Riprap Bank Stabilization (01091)

60 SY

165 4-inch minus Material (01091) 10 CY

166 Engineered Streambed Material (01091)

430 CY

167 Fish Rocks, Type 1 (01091) 95 EA

100315 - NW Walker Road - NW 185th Ave to NW 173rd Ave Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

168 Large Woody Material (01091) 8 EA

SCHEDULE B: CITY OF BEAVERTON WATER MAIN

GENERAL CONDITIONS (00100)

169 Miscellaneous Field Changes (As Authorized)

140,000 AA $140,000.00

ROADWORK (00300)

170 Construction Survey Work, City Water Main (00305)

1 LS

WATER SUPPLY SYSTEMS (01100)

171 8 Inch DI Pipe, Fittings, Couplings, Restrained Joints with Class B Backfill (01140 )

417 LF

172 12 Inch DI Pipe, Fittings, Couplings, Restrained Joints with Class B Backfill (01140 )

3,050 LF

173 24 Inch DI Pipe, Fittings, Couplings, Restrained Joints with Class B Backfill (01140 )

2,273 LF

174 24 Inch Earthquake Resistant Ductile Iron Pipe (ERDIP), Fittings, Couplings with Class B Backfill (01140 )

144 LF

175 24 Inch Earthquake Resistant Ductile Iron Pipe - True Restrained Joint (ERDIP-TRJ), Fittings, Couplings with Class B Backfill (01140 )

577 LF

176 Extra Trench Excavation with Class B Backfill (01140 )

120 CY

177 Trench Foundation Excavation and Stabilization Backfill (01140 )

60 CY

178 Blowoff Assembly, 2-Inch (01140 ) 1 EA

179 Blowoff Assembly, 4-inch, for Future Expansion (01140 )

1 EA

180 Blowoff Assembly, 4-Inch (01140 ) 2 EA

100315 - NW Walker Road - NW 185th Ave to NW 173rd Ave Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

181 Blowoff Assembly, 6-Inch (01140 ) 4 EA

182 8 Inch Connection to Existing 8 Inch Water Main at Sta. 4+19 (01140 )

1 EA

183 8 inch Connection to Existing 12 Inch Water Main at Sta. 4+91 (01140 )

1 EA

184 8 Inch Connection to Existing 6 Inch Water Main at Sta. 6+72 (01140 )

1 EA

185 8 Inch Connection to Existing 8 Inch Water Main at Sta. 10+19 (01140 )

1 EA

186 8 Inch Connection to Existing 6 Inch Water Main at Sta. 14+32 (01140 )

1 EA

187 8 Inch Connection to Existing 8 Inch Water Main at Sta. 14+73 (01140 )

1 EA

188 8 Inch Connection to Existing 6 Inch Water Main at Sta. 22+97 (01140 )

1 EA

189 8 Inch Connection to Existing 6 Inch Water Main at Sta. 33+66 (01140 )

1 EA

190 8 Inch Connection to Existing 6 Inch Water Main at Sta. 33+67 (01140 )

1 EA

191 12 Inch Connection to Existing 12 Inch Water Main a Sta 33+95 (01140 )

1 EA

192 24 Inch Connection to Existing 24 Inch Water Main a Sta 33+95 (01140 )

1 EA

193 8 Inch Temporary Connection and Final Connection (01140)

3 EA

194 Disconnect and Abandon Waterline Connection, 4-inch and Larger (01140

2 EA

195 Additional Water Main Fittings (01140

6,000 LB

196 Concrete for Thrust Blocking and Dead-Man Anchor Blocks (01140 )

20 CY

197 Replace Sanitary Sewer at Water Main Crossing (01140 )

100 LF

100315 - NW Walker Road - NW 185th Ave to NW 173rd Ave Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

198 8-inch Gate Valve (01150 ) 13 EA

199 12-inch Gate Valve (01150 ) 18 EA

200 24-inch Butterfly Valve (01150 ) 4 EA

201 1-inch Combination Air Release/Air Vacuum Valve Assembly (01150 )

2 EA

202 2-inch Combination Air Release/Air Vacuum Valve Assembly (01150 )

4 EA

203 Fire Hydrant Assemblies, with 6-inch Gate Valve (01160 )

4 EA

204 Abandon Fire Hydrant (01160) 1 EA

205 1-inch Water Service Installation and Connection (01170 )

7 EA

206 2-inch Water Service Installation and Connection (01170 )

1 EA

207 Abandon and Remove Water Service, 2 Inch and Smaller (01170 )

1 EA

208 1 Inch Temporary and Final Water Service Connection (01170)

1 EA

209 2 Inch Temporary and Final Water Service Connection (01170)

1 EA

210 Water Sampling Station (01170) 1 EA

211 Pressure Reducing Station, 8-inch x 3-inch (01180 )

1 LS

212 Cathodic Protection (01190 ) 1 LS

SCHEDULE C: TUALATIN VALLEY WATER DISTRICT WATERLINE

ROADWORK (00300)

213 Construction Survey Work, TVWD Water Main (00305)

1 LS

214 Removal of TVWD Water Pipes (00310)

1,105 FT

WATER SUPPLY SYSTEMS (01100)

100315 - NW Walker Road - NW 185th Ave to NW 173rd Ave Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

215 12 Inch Potable Water Pipe, Fittings and Couplings with Class B Backfill (01140)

770 FT

216 8 Inch Potable Water Pipe, Fittings and Couplings with Class B Backfill (01140)

20 FT

217 Blowoff Assembly, 2 Inch (01140) 1 EA

218 12 Inch Connection to 12 Inch Existing Main (01140)

1 EA

219 8 Inch Connection to 8 Inch Existing Main (01140)

1 EA

220 Plug and Abandon Existing Connection, 4-inch and Larger (01140)

6 EA

221 Concrete Straddle Blocks (01140) 3 EA

222 Locate Test Stations (01140) 2 EA

223 12 Inch Butterfly Valve (01150) 1 EA

224 8 Inch Gate Valve (01150) 1 EA

TOTAL