100690_-_SW_205th_Avenue_-_Baseline_to_Quatama_Improvements.pdf

Bid Documents for

100690 - SW 205TH AVENUE - BASELINE TO QUATAMA IMPROVEMENTS

Bid Number: 2026.028-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 2, 2026 DEADLINE FOR QUESTIONS: March 13, 2026

RESPONSE DEADLINE: March 18, 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

100690 - SW 205th Avenue - Baseline to Quatama Improvements

I. Preface II. Introduction

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

VI. Bid Schedule

Attachments:

A - 100690_13_Book_1 B - 100690_13_Signature_Page_Fillable C - 100690_13_Bid_Guaranty_Fillable D - 100690_13_First_Tier_Subs_Disclosure_Fillable E - 100690_13_Book_2 F - Plans - Schedule A G - Plans - Schedule B H - Plans - Schedule C I - [Supplemental] Cross Sections J - [Supplemental] Geotechnical Report

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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: 2026.028-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

100690 - SW 205th Avenue - Baseline to Quatama 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: 2026.028-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 100690

II.A 2.1. Summary

The project name is: 100690 - SW 205th Avenue - Baseline to Quatama Improvements.

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

• Implement temporary traffic control and temporary erosion control measures, 100690 - SW 205th Avenue - Baseline to Quatama Improvements Powered by ProcureNow

• Perform earthwork,

• Perform watermain, sanitary, and storm sewer work

• Install retaining walls

• Remove bridge #671327

• Install new multispan bridge

• Perform cold plane pavement removal

• Perform traffic signal installation and modifications

• Install illumination and interconnect systems

• Construct aggregate base and asphalt concrete pavement,

• Construct concrete curbs, gutters, sidewalks and ramps

• Install permanent signing and striping

• Install permanent seeding and landscaping

• Construct water quality facilities

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

The Project cost range is $15,000,000 - $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 2, 2026

Question Submission Deadline March 13, 2026, 5:00pm

Bid Opening Date March 18, 2026, 1:00pm mailto:kira_furby@co.washington.or.us tel:(503)969-7990

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III. 3. Invitation To Bid

III.A 3.1. The Project

The project name is: 100690 - SW 205th Avenue - Baseline to Quatama Improvements

III.B 3.2. Pre-Bid Meeting

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

III.C 3.3. Bids

Bids will be received electronically via the County's OpenGov Procurement Portal before 1:00 pm on Wednesday, March 18, 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 2, 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.

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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.

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 2, 2026

OpenGov Procurement

Daily Journal of Commerce

OregonBuys

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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.

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

100690 - SW 205th Avenue - Baseline to Quatama Improvements Powered by ProcureNow 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

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.

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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.

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

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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

☐ 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

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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 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

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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 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

100690 - SW 205th Avenue - Baseline to Quatama Improvements Powered by ProcureNow 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

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.

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*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

Line Item Description Quantity Unit of Measure

Unit Cost Total

SCHEDULE A - SW 205th Ave Baseline to Quatama Improvements

EXTRA WORK CONTINGENCY (00100)

1 Miscellaneous Field Changes (As Authorized)

400,000 AA $1.00

2 Micellaneous 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) 1,555 SF

6 Portable Changeable Message Signs (00222)

2 EA

7 Flaggers (00223) (minimum bid $82.00)

1,600 HR

8 Temporary Barricades, Type II (00224) 51 EA

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Line Item Description Quantity Unit of Measure

Unit Cost Total

9 Temporary Barricades, Type III (00224) 13 EA

10 Temporary Plastic Drums (00224) 18 EA

11 Temporary Striping (00225) 7,400 FT

12 Temporary Pavement Legends (00225) 8 EA

13 Temporary Pavement Bars (00225) 1,168 SF

14 Stripe Removal (00225) 7,400 FT

15 Legend Removal (00225) 672 SF

16 Bar Removal (00225) 1,168 SF

17 Temporary Concrete Barrier (00226) 138 LF

18 Temporary Impact Attenuator, Narrow Site System (00226)

2 EA

19 Repair Temporary Impact Attenuator, Narrow Site System (00226)

2 EA

20 Pedestrian Channelizing Devices (00228)

615 LF

21 Temporary Curb Ramp, Parallel (00228)

13 EA

22 Temporary Curb Ramp, Perpendicular (00228)

6 EA

23 Temporary Walks (00228) 300 SF

24 Construct and Remove Temporary Access Road (00231)

1 LS

25 Temporary Water Management Facility (00245)

1 LS

26 Temporary Pedestrian Diversion Structure (00250)

1 LS

27 Temporary Work Access and Containment - Contractor Crossings (00253)

1 LS

28 Erosion Control (00280) 1 LS

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Line Item Description Quantity Unit of Measure

Unit Cost Total

29 Plastic Sheeting (00280) 1,000 SY

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

31 Matting Type D, Rolled (00280) 4,000 SF

32 Matting, Type D Bonded Fiber Matrix (00280)

123,100 SF

33 Matting Type F, Rolled (00280) 7,050 SF

34 Compost Mulch (00280) 12,300 SY

35 Check Dam, Type 3 (Bio-Filter Bag) (00280)

16 EA

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

3,300 FT

37 Construction Entrance (00280) 6 EA

38 Sediment Fence (00280) 3,100 FT

39 Inlet Protection, CWS Type 4 (00280) 31 EA

40 Inlet Protection, CWS Type 5 (00280) 8 EA

41 Sediment Barrier, Coir Log (00280) 2,400 FT

42 Pollution Control Plan (00290) 1 LS

43 Temporary Work Containment Plan (00290)

1 LS

44 Turbidity Monitoring (00290) 1 LS

45 Contaminated Soil Disposal (00294) 2,289 TON

46 Segregate and Stockpile Contaminated Soil (00294)

1 LS

47 Soil Sample Collection and Analytical Testing (00294)

5 EA

48 Lead Compliance Plan (00294) 1 LS

ROADWORK (00300)

49 Construction Survey Work (00305) 1 LS

100690 - SW 205th Avenue - Baseline to Quatama Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

50 Removal of Structures and Obstructions (00310)

1 LS

51 Clearing and Grubbing (00320) 1 LS

52 General Excavation (00330) 8,354 CY

53 Embankment in Place (00330) 4,158 CY

54 Subgrade Stabilization (00331) 650 CY

55 24-Inch Wide Pavement Overlay Geotextile (00350)

60 SY

56 Subgrade Geotextile (00350) 8,300 SY

57 Riprap Geotextile, Type 1 (00350) 75 SY

58 Loose Riprap Mixture, Class 50 (00390)

710 CY

59 Riprap Basins (00390) 4 EA

DRAINAGE AND SEWERS (00400)

60 12 Inch Storm Sewer Pipe, 0 to 20.0 Ft Depth (00445)

700 FT

61 12 Inch Ductile Iron Storm Sewer Pipe, 0 to 20.0 Ft Depth (00445)

228 FT

62 18 Inch Storm Sewer Pipe, 0 to 20.0 Ft Depth (00445)

747 FT

63 24 Inch Storm Sewer Pipe, 0 to 20.0 Ft Depth (00445)

37 FT

64 CG-48 Inlet (00470) 12 EA

65 Concrete Inlets, Type G-1 (00470) 1 EA

66 Ditch Inlet (00470) 2 EA

67 Standard Cleanout (00470) 1 EA

68 Standard Manhole (00470) 9 EA

69 Shallow Flat Top Manhole (48" dia.)

(00470)

2 EA

100690 - SW 205th Avenue - Baseline to Quatama Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

70 Flow Control Manhole (72" Dia.)

(00470)

1 EA

71 Water Quality Manhole ( Snout) (60" Dia.) (00470)

1 EA

72 Drainage Curbs (00480) 46 FT

73 Connection to Existing Structures (00490)

2 EA

74 Connect to Existing Storm Sewer (00490)

2 EA

75 Adjusting Inlets (00490) 1 EA

76 Minor Adjustment of Manholes (00490)

5 EA

77 Adjusting Boxes (00490) 2 EA

BRIDGES (00500)

78 Bridge Removal Work (00501) 1 LS

79 Structure Excavation (00510) 1 LS

80 Granular Structure Backfill (00510) 1 LS

81 Furnish Pile Driving Equipment (00520)

1 LS

82 Furnish PP 16 X 0.5 Steel Piles (00520) 2,155 FT

83 Furnish PP 24 X 0.50 Steel Piles (00520)

1,953 FT

84 Drive PP 16 X 0.5 Steel Piles (00520) 24 EA

85 Drive PP 24 X 0.50 Steel Piles (00520) 16 EA

86 PP 16 X 0.5 Steel Pile Splices (00520) 1 EA

87 PP 24 X 0.50 Steel Pile Splices (00520) 1 EA

88 Steel Pile Protective Coating (00520) 1 LS

89 Vibration Monitoring (00520) 1 LS

90 Reinforcement, Grade 60 (00530) 1 LS

100690 - SW 205th Avenue - Baseline to Quatama Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

91 Deck Concrete Class, HPC4500 (00540) 1 LS

92 Foundation Concrete, Class 4000 (00540)

1 LS

93 General Structural Concrete, Class 3300 (00540)

1 LS

94 General Structural Concrete, Class 4000 (00540)

1 LS

95 Surface Texturing (00540) 2,360 SY

96 Architectural Treatment (00543) 1,850 SY

97 Reinforced Concrete Bridge Approach Slabs (00545)

377 SY

98 Bridge Approach Sleeper Slabs (00545) 154 FT

99 BI 51 Precast Prestressed Girders (00550)

3,887 FT

100 Bridge Drains (00581) 1 EA

101 Bearing Devices, 16 Inch wide, 12 Inch Long, 3½ Inch Thick (00582)

26 EA

102 PVC Conduit System, 2 Inch Diameter (00583)

1,372 FT

103 Strip Seals (00585) 1 LS

104 Pedestrian Rail (00587) 1 LS

105 Sidewalk Mounted Combination Bridge Rail (00587)

1 LS

106 Utility Attachment On Structures (00589)

1 LS

107 Retaining Wall 1, MSE,Wire Mesh Face and Concrete Fascia (00596A)

1 LS

108 Retaining Wall 2, MSE, Wire Mesh Face and Concrete Fascia (00596A)

109 Settlement Monitoring (00596A) 1 LS

100690 - SW 205th Avenue - Baseline to Quatama Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

110 Retaining Wall 3, MSE, Wire Mesh Face (00596A)

1 LS

111 Sidewalk Mounted Combination Bridge Rail With Moment Slab (00596A)

620 FT

BASES (00600)

112 Cold Plane Pavement Removal, 2 inches Deep (00620)

240 SY

113 Aggregate Base (00641) 5,685 CY

WEARING SURFACES (00700)

114 Level 3, 1/2 inch Dense ACP Mixture (00744)

3,200 TON

115 Extra for Asphalt Approaches (00749) 200 SF

116 Concrete Curbs, Standard Curb (00759)

678 FT

117 Concrete Curbs, Low Profile Mountable Curb (00759)

43 FT

118 Concrete Curbs, Standard Curb and Gutter (00759)

1,965 FT

119 Concrete Driveways (00759) 210 SF

120 Concrete Driveway Approaches (00759)

180 SF

121 Commercial Driveway Approaches (00759)

971 SF

122 Concrete Walks (00759) 13,650 SF

123 Monolithic Sidewalk with Wall (00759) 140 SF

124 Truncated Domes on New Surfaces, Curb Ramp (00765)

309 SF

PERMANENT TRAFFIC SAFETY AND GUIDANCE DEVICES (00800)

125 Mono-Directional White Type I Markers (00855)

20 EA

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Line Item Description Quantity Unit of Measure

Unit Cost Total

126 Bi-Directional Yellow Type I Markers (00855)

70 EA

127 Thermoplastic, Extruded or Sprayed, Surface, Non-Profile (00865)

14,060 FT

128 Pavement Legend, Type AB: Arrows (00867)

9 EA

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

3 EA

130 Pavement Bar, Type AB (00867) 1,180 SF

PERMANENT TRAFFIC CONTROL AND ILLUMINATION SYSTEMS (00900)

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)

108 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 Fiber Optic Communications System (00985)

1 LS

140 Fiber Optic Testing (00985) 1 LS

141 Traffic Signal Modifications Complete, 205th @ Quatama (00990)

1 LS

142 Traffic Signal Modifications Complete, 205th @ Baseline (00990)

1 LS

143 CCTV Camera Installation Complete, 205th @ Baseline (00996)

100690 - SW 205th Avenue - Baseline to Quatama Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

144 CCTV Camera Installation Complete, 205th @ Quatama (00996)

1 LS

RIGHT OF WAY DEVELOPMENT AND CONTROL (01000)

145 Bioretention Pond (01011) 1 LS

146 Native Plant Seeding, Mix No. 1 (01030)

5,772 SY

147 Wetland Seeding, Mix No. 1 (01030) 1,494 SY

148 Water Quality Seeding, Mix No. 1 (01030)

345 SY

149 Topsoil (01040) 109 CY

150 Soil Conditioner (01040) 47 CY

151 Deciduous Trees, No. 1 Container (01040)

179 EA

152 Deciduous Trees, No. 2 Container (01040)

359 EA

153 Deciduous Trees, 2 inch Caliper (01040)

4 EA

154 Plant Cuttings, Greater than 1 Inch (01040)

412 EA

155 Shrubs, No. 1 Container (01040) 2,254 EA

156 Shrubs, No. 2 Container (01040) 437 EA

157 Groundcover, SP4 Container (01040) 138 EA

158 Tubeling Plants, 0.04 Gal. Container (01040)

13,854 EA

159 Bark Mulch (01040) 96 CY

160 Rock Mulch (01040) 95 CY

161 Root Barrier (01040) 80 FT

162 Second Year Landscape Establishment and Maintenance (01044)

163 Type CL4R Chain Link Fence (01050) 495 FT

100690 - SW 205th Avenue - Baseline to Quatama Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

164 Monument Boxes - Installed 10 EA

165 Metal Handrail, Two Rail (01069) 14 FT

166 Streambed Excavation and Regrading (01091)

1 LS

167 Streambed Aggregate (01091) 306 TON

168 Large Woody Material (01091) 1 LS

169 Automatic Temporary Irrigation System (01120)

1 LS

SCHEDULE B - CWS 8" and 27" Sewer Relocation and 84" Sewer

TEMPORARY FEATURES AND APPURTENANCES (00200)

170 Additional Mobilization (00210) 1 LS

DRAINAGE AND SEWERS (00400)

171 Foundation Material including Excavation and Haul (00405)

100 CY

172 8 Inch PVC Sanitary Sewer Pipe, 20 feet Depth (00445)

167 FT

173 27 Inch PVC Sanitary Sewer Pipe, 20 feet Depth (00445)

182 FT

174 84 Inch FRP Sanitary Sewer Pipe (00445)

102 FT

175 Concrete Manholes, 72 Inch Diam.

Sanitary Sewer (8 Inch SS) (00470)

2 EA

176 Concrete Manholes, 96 Inch Diam.

Sanitary Sewer (27 Inch SS) (00470)

1 EA

177 Concrete Manholes, 120 Inch Diam.

Sanitary Sewer (84 Inch SS) (00470)

2 EA

178 Concrete Manholes, 72 Inch Diam.

Sanitary Sewer Flow Meter (Saddle, 27 Inch SS) (00470)

1 EA

179 Concrete Manholes, 120 Inch Diam.

Sanitary Sewer (Saddle, 60 Inch SS) (00470)

1 EA

100690 - SW 205th Avenue - Baseline to Quatama Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

180 Connect to Existing Sewer (00490) 3 EA

181 Creek Crossing Restoration (00495) 1 LS

182 Structure Excavation (for 84 Inch Diameter Sanitary Sewer) (00510)

1,950 CY

183 Granular Structure Backfill (for 84 Inch Diameter Sanitary Sewer) (00510)

1,080 CY

184 Aggregate Base (00641) 2 TON

Schedule C-Water Line Crossing at Beaverton Creek

PART 01100 - WATER SUPPLY SYSTEMS

185 12 Inch Connection to Existing 16 Inch Main (1140 e)

1 EA

186 12 Inch Connection to Existing 12 Inch Main (1140 e)

1 EA

187 12 Inch Ductile Iron Pipe with Integral Restrained Joints and Class B Backfill (1140 g)

671 FT

188 Suspended 12 Inch Ductile Iron Pipe with Restrained Joints (includes pipe hangers)

284 FT

189 Ductile Iron Pipe Fitting, 12 Inch (1140 l)

4 EA

190 Ductile Iron Pipe Reducer, 12 inch by 16 Inch (1140 n)

1 EA

191 12 Inch Butterfly Valve (1150 a) 2 EA

192 2 Inch Combination Air Release/Air Vacuum Valve Assembly (1150 f)

1 EA

193 Pothole to Locate Exist. Straddle Block 1 EA

194 12 Inch Concrete Straddle Block 3 EA

195 16 Inch Concrete Straddle Block 1 EA

196 12 Inch Flexible Expansion Joint 2 EA

100690 - SW 205th Avenue - Baseline to Quatama Improvements Powered by ProcureNow

Line Item Description Quantity Unit of Measure

Unit Cost Total

197 20 Inch Casing Pipe w/ 12 Inch Spacers and End Seals

87 LF

TOTAL