FY27_Traffic_Sign_Materials.pdf

Ada County Highway District

5800 North Meeker Avenue – Boise, ID 83713 Phone (208) 387-6100 - FAX (208) 345-7650

Website: www.achdidaho.org

FY27 Traffic Sign Materials

TO27-05

Contract Documents November 3, 2026

Miranda Gold, President Alexis Pickering, Vice-President Kent Goldthorpe, Commissioner Dave McKinney, Commissioner Patricia Nillson, Commissioner Ryan Head, Director http://www.achdidaho.org/

Ada County Highway District

INVITATION TO BID

TO27-05

FY27 Traffic Sign Materials

I. NOTICE

II. INTRODUCTION

III. INSTRUCTIONS TO BIDDERS

IV. SPECIFICATIONS

V. VENDOR QUESTIONNAIRE

VI. BID SCHEDULE

Attachments:

A - Signs - Standard Drawing and Specifications B - Sample Agreement

NOTICE

Ada County Highway District

Invitation To Bid FY27 Traffic Sign Materials

TO27-05

Sealed bids for FY27 Traffic Sign Materials will be received within the Ada County Highway District (ACHD) eProcurement portal located at https://procurement.opengov.com/portal/achdidaho, until 3:00 pm (local time), Wednesday, November 18, 2026, at which time the bids will be publicly opened via Zoom. All proposals must be electronically sealed and submitted via ACHD's eProcurement portal https://procurement.opengov.com/portal/achdidaho. Manual/Paper bids will be deemed non-responsive.

The Invitation to Bid (ITB) seeks competitive bids from qualified firms to provide traffic signs, sign blanks, signposts, and anchor bases in accordance with ACHD specifications, standard drawings, and applicable MUTCD requirements.

All questions or requests for clarification regarding this Invitation to Bid, including the content and requirements of the Bid and Contract Documents, must be submitted in writing through the "Question and Answer" section of the ACHD eProcurement Portal and no later than 4:30 pm on Thursday, November 12, 2026. Questions submitted by any other method, including manual delivery or email, will not be accepted, nor will questions be accepted after the designated Question and Answer deadline. Bidders are strongly advised to observe the stated deadline for submitting inquiries. To ensure timely receipt of updates, bidders are encouraged to select “Follow” on this Bid within the eProcurement Portal to receive automated email notifications when responses are posted. Notwithstanding such notifications, it remains the sole responsibility of each bidder to monitor the eProcurement Portal for updates and responses regularly. Any interpretation, clarification, or modification of the ITB that may affect its substance will be issued only in writing in the form of an Addendum and will be made available through the eProcurement Portal. It is the bidder’s responsibility to review and acknowledge all Addenda prior to submitting a Bid. Final Addendum, which will be issued to all registered Bidder Holders no later than 4:30 pm on Friday, November 13, 2026.

The successful Bidder may be required, upon issuance of the Notice of Award, to furnish supply, material, payment, and performance bonds, each in an amount equal to one hundred percent (100%) of the total Contract value. No such bonds shall be required at the time of bid submission.

ACHD has prepared the Contract Documents, and copies must be obtained from the eProcurement Portal.

ACHD reserves the right to reject all bids or reject any bid not conforming to the intent and purpose of the Contract Documents whenever such action appears to be in the best interest of ACHD. Award of a contract pursuant to this procurement may be delayed, without penalty, for up to sixty (60) calendar days after the date of bid.

Dated Tuesday, November 3, 2026

ADA COUNTY HIGHWAY DISTRICT

Dates of Publication: November 3 and 10, 2026

INTRODUCTION

Summary Ada County Highway District (ACHD) seeks competitive bids from qualified firms to provide traffic signs, sign blanks, signposts, and anchor bases in accordance with ACHD specifications, standard drawings, and applicable MUTCD requirements.

https://procurement.opengov.com/portal/achdidaho portalhttps://procurement.opengov.com/portal/achdidaho https://procurement.opengov.com/portal/achdidaho

Background As written in the Legal Notice, including deadline dates: All questions or requests for clarification regarding this Invitation to Bid, including the content and requirements of the Bid and Contract Documents, must be submitted in writing through the "Question and Answer" section of the ACHD eProcurement Portal.

Questions submitted by any other method, including phone call, manual delivery or email, will not be accepted, nor will questions be accepted after the designated Question and Answer deadline.

NOTE: Bid Opening Zoom Meeting Link: (The Date and Time is stated in the Legal Notice) Join Zoom Meeting:

BID ZOOM MEETING LINK

Meeting ID: 853 4920 0922 Passcode: 028768

Contact Information Mike Fagerness

Procurement & Contracting Administrator

5800 N Meeker Ave

Boise, ID 83713

Email: mfagerness@achdidaho.org

Phone: (208) 387-6316 Department:

Traffic Operations

Timeline

Release Project Date November 3, 2026

Dates of Publication November 3 and 10, 2026

Question Submission Deadline November 12, 2026, 4:30pm

Question Response Deadline November 13, 2026, 4:30pm

Bid Submission Deadline November 18, 2026, 3:00pm

INSTRUCTIONS TO BIDDERS

MULTIPLE DOCUMENTS TO MAKE UP ENTIRE AGREEMENT

Sections 2 through 7 as well as the Notice , taken together, shall make up the entire Agreement between the Ada County Highway District (ACHD) and the successful Bidder. The Bidder should carefully read and understand all these documents. By signing and submitting the proposal in VENDOR QUESTIONNAIRE, the successful bidder does herein agree to abide by the terms and conditions of the entire Agreement.

DOCUMENT INTERPRETATION

All Bidders submitting a Bid shall have thoroughly examined all the content contained in the https://achdidaho-org.zoom.us/j/85349200922?pwd=dtq8xszPhoE9Sg6Zw9WxR0KcaLRxgM.1 mailto:mfagerness@achdidaho.org tel:(208)387-6316 https://secure.procurenow.com/portal/achdidaho/projects/317165/document?section=3002307 https://secure.procurenow.com/portal/achdidaho/projects/317165/document?section=3002311

Invitation To Bid (ITB) Documents. Should there be any doubt as to any meaning or intent of any ITB statement or provision, the Bidder should submit their inquiries in writing as prescribed in the ITB Legal Notice. Any interpretation that may alter or change the ITB Documents will be in writing, in the form of an Addendum, which will be furnished to all bidders receiving the ITB Documents. ACHD will not be responsible for any other explanation or interpretation of the ITB Documents. Bidders shall acknowledge all Addenda on the Submittal Form with their Bid Documents or be deemed non-responsive.

BIDDER UNDERSTANDING

Each Bidder must adequately inspect the ITB Documents and make themselves thoroughly familiar with the content of the ITB Documents. It shall be the Bidder's obligation to verify, to their complete satisfaction, all information contained in the ITB Documents.

The submission of a Bid Document will constitute an incontrovertible representation by the Bidder that they have been given adequate opportunity to be acquainted with the ITB Documents. Further the Bidder has, to their satisfaction, resolved any questions regarding any perceived conflicts, ambiguities, errors, and discrepancies contained within the ITB Documents.

PREPARATION OF BID

Bidders must provide all information in the form and in the format required in the ITB Documents, and submit their Bid Document by the date and time specified. If samples or supporting documentation is required, such documentation must be submitted with the Bid Document. If Addenda have been issued concerning the solicitation, Bidders must acknowledge all Addenda as instructed. Failure to acknowledge all Addenda as instructed will be a basis for rejecting the submission as non-responsive.

Bidders shall sign their Bid Document in the space(s) provided therefore. If the Bidder is a corporation, the legal name of the corporation shall be entered together with the original signature of an agent authorized to sign contracts on behalf of the corporation. If the Bidder is a partnership, the true name of the firm shall be entered together with the original signature of the partner(s) authorized to sign contracts on behalf of the partnership

All blank spaces in the Bid Document must be filled in, preferably in black ink or typewritten.

No changes may be made in the phraseology of the forms nor may the Bidder add any phraseology conditioning the acceptance of the award. In case of a discrepancy between unit and total prices, unit prices shall govern.

A Bid Document may be deemed unresponsive if it contains omissions, erasures, alterations, or additions of any kind not initialed by the Bidder signatory; or items which fail to conform to the conditions of the ITB Documents.

COMPLIANCE

The proposal submitted must comply with the Specifications and the General Terms and Conditions included herein, and any addendum issued. Failure to comply will result in rejection of the bid as void and non-responsive.

BID SUBMITTAL

Sealed bids will be received for FY27 Traffic Sign Materials through the Ada County Highway District’s eProcurement Portal located at https://procurement.opengov.com/portal/achdidaho The Ada County Highway District's (ACHD) e-Procurement Portal Clock is the official clock for the determination of all deadline dates and times.

Bid Document Responses will not be accepted after the submission deadline regardless of any technical difficulties, such as internet connectivity issues. Submissions will not be considered, even if attempted within the final thirty (30) minutes, nor will exceptions be made for calls https://procurement.opengov.com/portal/achdidaho made to procurement close to the deadline. The Ada County Highway District strongly recommends that all respondents complete and submit bid document response well in advance of the specified deadline.

Respondents are solely responsible for ensuring that their bid document response are timely submitted to ACHD via the eProcurement Portal.

ACHD assumes no responsibility for any failures of computer systems or equipment that may result in partial or incomplete submissions, nor for failure to meet the required deadline as outlined in the solicitation.

Should any technical issues arise during the submission of the bid document response within OpenGov (ACHD e-Procurement Portal), please utilize the "chat" feature of the "contact us" section under OpenGov Support for assistance.

Neither OpenGov nor ACHD guarantees uninterrupted access to the OpenGov website or error-free services. Furthermore, neither party will be held liable for any inadvertent disclosure of repository information or unauthorized access by third parties.

"Disruption to electronic communications" or "service loss" refers to unplanned events that significantly hinder or entirely prevent the normal functionality of electronic communications systems, such as cyberattacks, intentional disruptions (e.g., government shutdowns), power outages, or natural disasters. It does not apply to other technical issues, including operator errors or internet connectivity problems.

In the event of a disruption to electronic communications or service loss by OpenGov within four (4) hours of submission deadline, ACHD will investigate the reported incident in coordination with OpenGov. If the disruption is confirmed, ACHD will work to provide the best possible resolution to ensure respondents have the opportunity to submit their responses.

ACHD will notify all affected parties via email through OpenGov regarding any incidents and the resolutions.

BID FORMS

Bidders must provide all information required in the Bid and submit the Bid by the date and time specified. If supporting documentation is required, such documentation must be submitted with the response to this solicitation. If addenda have been issued in relation to the solicitation, bidders must acknowledge all addenda. Failure to submit these required documents will be a basis for rejecting the submission as non-responsive.

The bidder shall sign the bid in the space(s) provided therefore. If the bidder is a corporation, the legal name of the corporation shall be entered together with the original signature of an agent authorized to sign contracts on behalf of the corporation. If the bidder is a partnership, the true name of the firm shall be entered together with the original signature of the partner(s) authorized to sign contracts on behalf of the partnership.

All blank spaces in the bid form must be filled in, preferably in black ink or typewritten. No changes may be made in the phraseology of the forms nor may the bidder add any phraseology conditioning the acceptance of the award. In case of a discrepancy between unit and total prices, unit prices shall govern.

A bid will be deemed unresponsive if it contains omissions, erasures, or alterations not initialed by the bidder signatory, additions of any kind, prices not called for, prices which are obviously unbalanced, or items which fail to conform to the conditions of the Invitation To Bid.

INTERPRETATIONS OF QUANTITIES IN BID SCHEDULE

The quantities appearing in the bid schedule are approximate and are prepared for the comparison of bids. The scheduled quantities may be increased, decreased, or omitted. ACHD retains the right to place multiple orders throughout the duration of the agreement.

Furthermore, ACHD may elect to extend the duration of the agreement.

BID OPENING

Bids will be opened at the date, time, and place specified in the Introduction. No person will be denied the right to be present during the bid opening process. Bids may be received up to but not later than Wednesday, November 18, 2026 at 3:00 pm via the Ada County Highway District’s eProcurement Portal located at https://secure.procurenow.com/portal/achdidaho.

The Ada County Highway District’s e-Procurement Portal Clock is the official clock for the determination of all deadline dates and times. Without exception, bids will not be accepted after the submission deadline regardless of any technical difficulties such as poor internet connections. The Ada County Highway District strongly recommends completing your response well ahead of the deadline.

ELECTRONIC OR WRITTEN MODIFICATION OF PROPOSAL

In all instances, a Bidder may modify their Bid at any time prior to the scheduled closing date and time for the receipt of bids through the eProcurement portal.

In all instances, Bid modifications that are not submitted as required herein or that contain irregularities that make the Bid incomplete, indefinite, or ambiguous will be rejected.

WITHDRAWAL OF BID

Any bid may be withdrawn prior to the scheduled date and time set for bid opening by clicking un-submit within the e-procurement portal by the bidder or their authorized agent. No bid may be withdrawn after the date and/or time set for the bid opening.

BID SECURITY

If Bid Security is required, bids must be accompanied by an original certified check, cashier's check, or a bid bond (collectively referred to hereafter as “Bid Security”) issued by a surety authorized to issue such bonds in the State of Idaho, in the amount of ten percent (10%) of the total amount of the bid submitted. PDF versions will be acceptable for Bid Submittals. Original checks will be required to be physically delivered to ACHD within 48 hours of the submission deadline.

Special Note: Bid Security: If required by this solicitation, each bid shall be accompanied by the bid security specified in the solicitation documents. If Bid security is required, it will be listed under the "Vendor Questionnaire" section. If the Bid Security is not being requested under the Vendor Questionnaire Section, then please disregard.

RETURN OF BID SECURITY

If Bid Security is required, within 15-calendar days after award of the contract, ACHD will return Bid Securities, other than bid bonds, to all Bidders whose bids are not to be further considered in awarding the contract. The Bid Security, including bid bond if applicable, of the Successful Bidder shall be retained until the contract has been fully executed and the Successful Bidder has furnished all required contract security and met all other conditions of the Notice of Award.

Any guarantees which have been forfeited shall be retained.

ADDENDA

Prior to the bid opening, any interpretation or change in the Bid and Contract Documents will be made only in writing in the form of addenda. Addenda, if any, will be furnished to all bidders receiving a set of the documents from ACHD. Bidders shall acknowledge all addenda on the Bid Proposal document. ACHD will not be responsible for any other explanation or interpretation of the Bid and Contract Documents. Any oral explanations, instructions, and interpretations given to bidders prior to the bid opening will not be binding on ACHD unless supplemented by written addenda.

Addenda, if any, will be furnished to all prospective Bidders receiving a set of the ITB Documents from ACHD. Bidders shall acknowledge all Addenda as instructed. Failure by Bidders to acknowledge all Addenda as instructed shall result in their Bid Documents being https://secure.procurenow.com/portal/achdidaho/projects/317165/document?section=undefined https://secure.procurenow.com/portal/achdidaho deemed non-responsive.

BURDEN OF PROOF

It is the bidder's responsibility to furnish ACHD with sufficient data to determine whether or not the product(s), service(s), and/or supplies offered conform to the specified requirements.

ACHD is not liable for any costs incurred by bidders prior to issuance of a purchase order or execution of the Agreement.

FIRM BIDS

Prices submitted are to be considered firm. No cash discounts can be accepted or used in determining a low bid.

DATA TO BE FURNSHISED WITH BIDS

The following submittal shall be provided with the bid:

• List of additions, deletion or variation from the specification.

• Description of service availability, if applicable.

• Complete statements of all applicable warranties.

SERVICE REQUIRED

The successful bidder shall be able to provide service to ACHD, where applicable, for the items bid and delivered.

EXECUTION OF AGREEMENT

The successful bidder must execute an Agreement with ACHD within 15 days after award by

ACHD.

FOREIGN ENTITIES

If bidder is an entity not organized and existing under the laws of the State of Idaho, that it will be appropriately authorized, registered, qualified, certified or otherwise in compliances with the laws of the State of Idaho relating to doing business in Idaho as a foreign entity prior to any award of a contract under this Invitation to Bid. At any time after the bid opening, at the request of ACHD, the bidder will provide ACHD with proof of compliances within five (5) business days following the request. The bid may be rejected if bidder does not provide such proof prior to the date scheduled for the award.

PROTESTS FROM THE BIDDER

Any protests concerning the specifications, bidding procedures or method of evaluation must be made in writing and received by ACHD at least three (3) business days before the date and time upon which bids are scheduled to be opened. Failure to timely raise such protest in writing shall be deemed to operate as a waiver as to any objections that may have been raised on the part of the bidder.

BID ANALYSIS AND AWARD

The Purchase Agreement contract will be awarded to the qualified bidder submitting the lowest bid price complying with the bidding procedures and meeting the specifications for the goods sought to be procured.

ACCEPTABILITY

Acceptability of the item shall be judged solely by ACHD. Decisions shall be final and in the best interests of the ACHD.

MATERIALS

Materials shall be free from defects and shall be those ordinarily used for the intended service, unless otherwise specified herein. It is the intent of the Specifications to permit the bidder to supply any item(s) specified or offer an equivalent. Whenever any particular item is indicated by patent, proprietary or brand name, or by name of manufacturer, such wording is for the purpose of facilitating its description and shall be deemed to be followed by the words “or approved equivalent.” The bidder shall, at its own expense, furnish with its bid, data concerning items offered as being equivalent to those specified. ACHD shall determine whether the material offered is equivalent to that specified.

RESERVATION OF RIGHTS

ACHD reserves the right to reject any or all bids, to waive informalities, and to contract in the best interest of ACHD.

WAIVERS

Specifications and manufacturer’s models noted in this bid are those that are acceptable to ACHD. All deviations from these specifications must be listed. Failure to list all deviations from the specifications is an informality and irregularity which shall be a basis for ACHD to deem the bid void and non-responsive, unless such deviations are waived by ACHD pursuant to Item 26.

ADDITIONAL UNITS

ACHD may order additional units as budget restrains allow within 180 days of awarding the bid. All terms and conditions and prices of bid shall apply to additional units ordered.

NON-RESPONSIVE CRITERIA

All bids submitted that fail to meet the following criteria (if applicable) shall be deemed void and non-responsive:

• Provide proof of licensure.

• Submit their bid to ACHD eProcurement Portal by the date and time stated in the Invitation to Bid.

INFORMALTIES AND IRREGULARITIES

Informalities and irregularities may be waived by the ACHD Director following notification by ACHD staff managing the procurement and upon the Director’s findings that: (1) the subject bid amount is lower than the ACHD estimate; (2) the informality and irregularity has no substantive impact on any substantial or material requirements of the project; (3) waiver of the informality and irregularity will not create an advantage for the subject bidder; and (4) the informality and irregularity can be corrected by the subject bidder within 48 hours of the waiver being granted by the ACHD Director. In all other circumstances, waiver of informalities and irregularities can only be considered by the ACHD Commission as part of the bid award process and at the request of the affected bidder. If not waived, these informalities and irregularities shall result in a bid being deemed void and non-responsive.

Based upon the foregoing, the informalities and irregularities that may be waived include, but are not limited to, the following:

• Failure to list all deviations from the specifications.

• Failure by the Bidder to meet the specifications contained in the Invitation to Bid.

• Failure to timely provide the required original Bid Security.

• Failure to comply with any other bidding procedures.

• Failure to provide all other required Bid Security documentation.

• Failure by the Bidder to sign their bid.

• Failure by the Bidder to obtain from ACHD and submit official Ada County Highway District Contract Documents, Plans, and/or Addenda.

• Minor mathematical errors.

• Omissions, erasures, or alterations, not initialed by an authorized representative of the Bidder.

• Additions of any kind or prices which are uncalled for in the Invitation To Bid.

SPECIFICATIONS

Specifications

TRAFFIC SIGNS:

MATERIAL: All finished signs and their materials must use retro-reflective sheeting that meets the designated ASTM types. Specifically, Type IV reflective sheeting should be made of unmetallized micro-prismatic lens elements embedded in a synthetic resin and covered by a flexible, clear, weatherproof plastic with a smooth outer surface. The sheeting must be weather-resistant and come with a protected, pre-coated adhesive backing. All sheeting must be Type IV or of a higher quality.

Where indicated, the manufacturer, trade name, and part number of the proposed sheeting shall be noted in bid submittal.

All fabrication of completed signs as to reflectivity, layout, color, letter size, dimensions, mounting hole diameter, spacing, etc., shall be in accordance with the Ada County Highway District standards and with the Manual on Uniform Traffic Control Devices.

All traffic signs and sign blanks shall be made from .080-inch or .100-inch-thick aluminum with radius corners as indicated on the bid proposal.

All signs and sign faces shall be manufactured with durable sheeting and inks to withstand cleansing without fading when using an aromatic, aliphatic, chlorinated hydrocarbon base vandal mark remover.

Blank shall be the background color only. All other signs shall conform to MUTCD standards or ACHD special specifications.

TRAFFIC SIGN POSTS AND BASES:

MATERIAL: Steel post material shall conform to the standard specifications for cold rolled carbon sheet steel, commercial quality, American Society for Testing and Materials Standards

(ASTM) A-446.

FINISH: The manufactured posts shall be straight, and shall have smooth and uniform finishes.

The square tubes shall be manufactured from hot dipped galvanized steel with one and a quarter (1.25) ounces coating conforming to ASTM A-525, also referred to as G-90. Both interior and exterior of the tubing shall be galvanized. All corner welds shall be zinc coated after scarfing operations.

TORSION RESISTANCE: Supports shall be of sufficient size to support the sign panel. Signs on single supports shall resist the effect of eccentric wind force. A support member ten (10) feet long shall not rotate more than two (2) degrees when test loaded with fifty (50) foot-pounds or 600 inch pounds of torque on one end while the other end is firmly held against rotation.

TELESCOPING PROPERITIES: It shall be possible to telescope all consecutive sizes of square tubing freely and for not less than ten (10) feet of their length without the necessity of matching any particular face to any other face, all holes and ends shall be free from burrs and ends shall be cut square.

PRODUCT PROPERITIES:

SIGN POSTS (UPRIGHTS)

1 Wall Thickness Fourteen (14) Gauge.

2 Outside Diameter Two (2) Inch x Two (2) Inch.

3 Hole Perforations Each Perforation shall be Seven Sixteenth (7/16) Inch Diameter set on One (1) Inch Centers along the Full Length of Tubing all Four (4) sides.

4 Weight Approximately Two (2) Pounds per Foot.

5 Length As Specified on Bid Proposal.

ANCHOR MATERIAL (BASES)

1 Wall Thickness Twelve (12) Gauge.

2 Outside Diameter Two and One Quarter (2 ¼) Inch x Two and One Quarter (2 ¼) Inch.

3 Hole Perforations Each Perforation shall be Seven Sixteenth (7/16) Inch Diameter set on One (1) Inch Centers along the Full Length of Tubing all Four (4) sides.

4 Weight Approximately Two and Eight Tenths (2.8) Pounds per Foot.

5 Length Thirty (30) Inches.

See "Attachments" for Signs standard drawings and specifications.

VENDOR QUESTIONNAIRE

Bidder Information – Firm Name* Please provide the full legal name of the bidding entity ("Firm") submitting this proposal.

Example: ABC Contractor, LLC *Response required Bidder Information – Firm Address* The Bidder shall provide its complete business mailing address, including street address, city, state, and ZIP code.

Bidder's Full Address:

Street Address: ____________________________________________ City: _____________________ State: __________ ZIP Code: __________ Example:

123 Any Street City, State 12345 *Response required State of Domicile* *Response required Bidder’s Individual responsible Contact "Name" and "Title" * Must provide the "Full Name" and "Title" of the Individual responsible for overseeing this contract.

Example: Joe Smith, Estimator *Response required Bidder's Individual Contact Phone Number* Must provide Bidder's Contact Direct Phone Number of the individual responsible for overseeing this contract.

https://procurement.opengov.com/portal/achdidaho/projects/317165/document?section=3002312

Sample: 123-456-7890 *Response required Bidder's Fax Number* Please provide the firm's fax number.

Note: If the firm no longer utilizes a fax line, you may indicate "N/A."

Sample: 123-456-7890 *Response required Bidder's Contact Email Address* Must provide the Email Address of the Individual responsible for overseeing this contract.

*Response required Buy America Certificate Requirement - UPLOAD *** Please download the below documents, complete, and upload the finalized versions to meet compliance requirements.

• Buy_American_Certificate_-_...

*Response required Authorize Representative Signature* Once you start your proposal you will be asked to complete a DocuSign form.

The undersigned, hereinafter called Bidder, declares that the only persons or parties interested in this proposal are those named herein, that this proposal is, in all respects, fair and without fraud, and that it is made without collusion with any official of the Ada County Highway District (ACHD) or with any person submitting another proposal for this contract.

The bidder further declares that he has carefully examined the “Specifications” applicable to this proposal. The bidder acknowledges the fact that the description of the quantities included here-in is intended only to indicate the general nature of the requirements by the ACHD, and that this proposal is made according to the provisions set forth in the “Specifications” which documents are hereby made a part of this proposal.

The bidder agrees that if this proposal is accepted, they will, within fifteen (15) calendar days after notice of award, sign a contract or purchase order to provide the product(s), service(s) and/or supplies proposed herein and will fulfill all requirements in the manner, in the time, and according to the methods and procedures stipulated.

In the event the bidder is awarded a contract or issued a purchase order and shall fail to pro-vide the product(s), service(s) and/or supplies within the time specified herein, said failure to maintain the delivery time specified constitutes an event of default by the bidder and ACHD will seek compensatory damages, as provided by law.

The bidder further proposes to accept as full payment for the product(s), service(s) and/or supplies proposed herein the amounts computed under the provisions of the Contract Documents and based on the lump sum or unit price amounts, it being expressly understood that the unit prices are independent of the exact quantities involved. The bidder agrees that the lump sum prices and the unit prices represent a true measure of the costs required, including all allowances for overhead and profit, to provide the product(s), service(s) and/or supplies specified.

Having carefully examined the "Invitation to Bid", "Instructions to Bidders" and the "Specifications" affecting the same, the undersigned hereby proposes to furnish and deliver the item(s) as specified in accordance with the "Bid Schedule."

The Bidder shall list all Addendum issued for the Scope contained in the Invitation to Bid. The Bidder acknowledges by their signature(s) to this Proposal below that the Addendum listed have been received by the Bidder and that the Bidder has incorporated their content into the Bid attached hereto.

Click here to go to the form https://government-project.s3.us-west-2.amazonaws.com/317165/24860252-fdb9-449c-a053-bec9d6e78ffc_Buy_American_Certificate_-_Bid.pdf https://na4.docusign.net/Member/PowerFormSigning.aspx?PowerFormId=53c06061-04af-4876-a1d0-fe9f9f703133&env=na4&acct=94a6fb97-f6a3-406b-8ab2-8282d73a5796&v=2

*Response required

BID SCHEDULE

SCHEDULE A, TRAFFIC SIGN MATERIALS

Line Item Description Quantity Unit of Measure

Unit Cost Total

1 14135 Sign 9 X 24 Blank .080 Gauge

800 EACH

2 14145 Sign 9 X 30 Blank .080 Gauge

1,400 EACH

3 14155 Sign 9 X 36 Blank .080 Gauge

1,400 EACH

4 14165 Sign 9 X 40 Blank .080 Gauge

600 EACH

5 14168 Sign 9 X 42 Blank .080 Gauge

500 EACH

6 14175 Sign 9 X 44 Blank .080 Gauge

300 EACH

7 14185 Sign 9 X 48 Blank .080 Gauge

200 EACH

8 14211 Sign 12 X 18 Blank .080 Gauge

100 EACH

9 14230 Sign 12 X 24 Blank .080 Gauge

20 EACH

10 14249 Sign 12 X 30 Blank .080 Gauge

10 EACH

11 14251 Sign 12 X 36 Blank .080 Gauge

60 EACH

12 14310 Sign 18 X 18 Blank .080 Gauge

10 EACH

13 14331 Sign 18 X 24 Blank .080 Gauge

10 EACH

14 14430 Sign 24 X 24 Blank .080 Gauge

10 EACH

15 14441 Sign 24 X 30 Blank .080 Gauge

10 EACH

16 14451 Sign 24 X 36 Blank .080 Gauge

10 EACH

17 14481 Sign 24 X 48 Blank .080 Gauge

10 EACH

18 14540 Sign 30 X 30 Blank .080 Gauge

10 EACH

Line Item Description Quantity Unit of Measure

Unit Cost Total

19 14551 Sign 30 X 36 Blank .080 Gauge

40 EACH

20 14581 Sign 30 X 48 Blank .080 Gauge

10 EACH

21 14582 Sign 30 X 72 Blank .100 Gauge

50 EACH

22 14583 Sign 30 X 96 Blank .100 Gauge

50 EACH

23 14584 Sign 30 X 120 Blank .100 Gauge

30 EACH

24 14650 Sign 36 X 36 Blank .080 Gauge

20 EACH

25 14681 Sign 36 X 48 Blank .080 Gauge

10 EACH

26 14682 Sign 36 X 96 Blank .100 Gauge

20 EACH

27 15216 Barricade 9" X 96" 200 EACH

28 15218 Barricade 9" X 60" 300 EACH

29 15219 Barricade 9" X 120" 100 EACH

30 D4-2 (30 X 36) Park and Ride (Custom)

5 EACH

31 D6-403 (30 X 30) Adopt a Hwy 100 EACH

32 D9-2 (30 X 30) Hospital 5 EACH

33 FUTURE (18 X 24) Road to be Extended in Future

100 EACH

34 I-102 (18 X 24) Information Signage - Misc.

5 EACH

35 I-102 (18 X 36) Information Signage - Misc.

5 EACH

36 I-102 (24 X 30) Information Signage - Misc.

5 EACH

37 I-102 (24 X 36) Information Signage - Misc.

5 EACH

38 I-102 (30 X 36) Information Signage - Misc.

5 EACH

39 M4-16 (9 X 30) Except Buses 10 EACH

40 OM4 Object Marker18x18 (End of Roadway)

20 EACH

TOTAL

SCHEDULE B, REGULATORY SIGNS

Measure

Unit Cost Total

1 R7-201P Tow-Away Zone (SYM) (6 X 12)

10 EACH

2 R1-3P All Way (9 X 24) 50 EACH

3 R3-17A Keep Left Bike (SYM) Right Parking (SYM) (12 X 18)

50 EACH

4 R7-107 No Parking Bus Stop (12 X 18)

5 EACH

5 R7-109 "Restricted Parking (No Vehicle 6"")" (12 X 18)

10 EACH

6 R7-1D No Parking Any Time (Double) (12 X 18)

300 EACH

7 R7-1L No Parking Any Time (Left) (12 X 18)

200 EACH

8 R7-1R No Parking Any Time (Right) (12 X 18)

200 EACH

9 R7-9 No Parking Bike Lane (12 X 18)

300 EACH

10 R8-31D No Parking Fire Lane (Double) (12 X 18)

150 EACH

11 R8-31L No Parking Fire Lane (Left) (12 X 18)

100 EACH

12 R8-31R No Parking Fire Lane (Right) (12 X 18)

100 EACH

13 R9-3bPL Use Crosswalk Left (12 X 18)

10 EACH

14 R9-3bPR Use Crosswalk Right (12 X 18)

10 EACH

15 R15-3P Exempt Railroad Crossing (12 X 24)

5 EACH

16 R3-17aP Bike Lane Ahead (12 X 24)

0 EACH

17 R3-17bP Bike Lane Ends (12 X 24)

0 EACH

18 R5-10C No Pedestrians (12 X 24) 5 EACH

19 R9-11 Sidewalk Closed Ahead Cross Here (12 X 24)

5 EACH

20 R9-9 Sidewalk Closed (12 X 24) 5 EACH

21 R1-3P All Way (12 X 36) 50 EACH

Measure

Unit Cost Total

22 R1-6 Yield to Pedestrian in Crosswalk (12 X 36)

20 EACH

23 R6-1L Horizontal One Way (Left) Black Arrow (12 X 36)

60 EACH

24 R6-1R Horizontal One Way (Right) Black Arrow (12 X 36)

60 EACH

25 R15-8 Look (15 X 30) 10 EACH

26 R10-9 No Thru Traffic (18 X 24) 5 EACH

27 R14-9 No Compression Brakes (18 X 24)

0 EACH

28 R3-2 No Left Turn/Right Turn Only (18 X 24)

5 EACH

29 R3-2PL Left Turn Only (18 X 24) 5 EACH

30 R3-4 No U Turn (SYM) (18 X 24) 5 EACH

31 R3-5L Left Turn Lane (18 X 24) 0 EACH

32 R3-5R Right Turn Lane (18 X 24) 0 EACH

33 R3-7P Left/Right Lane Must Turn Left/Right (18 X 24)

0 EACH

34 R4-7P Keep Right/Left (18 X 24) 0 EACH

35 R6-2L Horizontal One Way (Left) Black Arrow (18 X 24)

5 EACH

36 R6-2R Horizontal One Way (Right) Black Arrow (18 X 24)

5 EACH

37 R6-5ALL To All Lanes (18 X 24) 0 EACH

38 R8-1 No Parking On Pavement (18 X 24)

5 EACH

39 R9-3AP No Pedestrian Crossing (18 X 24)

5 EACH

40 R9-9 Sidewalk Closed (18 X 24) 5 EACH

41 R5-1A Wrong Way (18 X 30) 10 EACH

42 R6-1L Horizontal One Way (Left) Black Arrow (18 X 54)

15 EACH

43 R6-1R Horizontal One Way (Right) Black Arrow (18 X 54)

15 EACH

44 R3-1 No Right Turn (24 X 24) 5 EACH

45 R3-2 No Left Turn/Right Turn Only (24 X 24)

5 EACH

46 R3-4 No U Turn (SYM) (24 X 24) 5 EACH

Measure

Unit Cost Total

47 R5-1 Do Not Enter (24 X 24) 10 EACH

48 R5-2 No Truck (SYM) (24 X 24) 5 EACH

49 R5-3 No Motor Vehicles (24 x 24)

5 EACH

50 R8-3 No Parking (SYM) (24 X 24) 5 EACH

51 R9-3A No Pedestrian Crossing (24 X 24)

10 EACH

52 M5-4 Left Lane (24 X 24) 5 EACH

53 M5-6 Right Lane (24 X 24) 5 EACH

54 R10-10 Right Turn Signal (24 x 30)

80 EACH

55 R10-12 Left Turn Yield on Green (24 X 30)

20 EACH

56 R10-6 Stop Here on Red (24 X 30)

10 EACH

57 R10-7 Do Not Block Intersection (24 X 30)

30 EACH

58 R10-7F Do Not Block Fire Station Entrance (24 X 30)

5 EACH

59 R14-9 No Compression Brakes (24 X 30)

5 EACH

60 R2-110 Speed Limit 10MPH (24 X 30)

5 EACH

61 R2-115 Speed Limit 15MPH (24 X 30)

5 EACH

62 R2-120 Speed Limit 20MPH (24 X 30)

200 EACH

63 R2-130 Speed Limit 30MPH (24 X 30)

150 EACH

64 R2-135 Speed Limit 35MPH (24 X 30)

150 EACH

65 R2-140 Speed Limit 40MPH (24 X 30)

150 EACH

66 R2-145 Speed Limit 45MPH (24 X 30)

30 EACH

67 R2-150 Speed Limit 50MPH (24 X 30)

10 EACH

68 R2-155 Speed Limit 55MPH (24 X 30)

Measure

Unit Cost Total

69 R3-17 Bike Lane (24 X 30) 100 EACH

70 R3-17aP Bike Lane Ahead (24 X 30)

30 EACH

71 R3-17bP Bike Lane Ends (24 X 30)

30 EACH

72 R3-U U-Turn OK (24 X 30) 20 EACH

73 R4-1 Do Not Pass (24 X 30) 20 EACH

74 R4-2 Pass With Care (24 X 30) 20 EACH

75 R4-3L Thru Traffic Keep Left (24 X 30)

10 EACH

76 R4-3R Thru Traffic Keep Right (24 X 30)

10 EACH

77 R4-7 Keep Right/Left of Island (24 X 30)

250 EACH

78 R5-5 Reduced Speed Ahead (24 X 30)

20 EACH

79 R6-4 Directional Chevron Arrow (White/Black) 1 - 3 Arrows (24 X 30)

30 EACH

80 R8-1 No Parking On Pavement (24 X 30)

10 EACH

81 R8-8 Do Not Stop On Tracks (24 X 30)

15 EACH

82 R10-13 Emergency Signal (24 X 36)

10 EACH

83 R10-6 Stop Here on Red (24 X 36)

15 EACH

84 R12-4 Truck Weight Limit (_) Tons Per Axle (_) Tons Gross (24 X 36)

10 EACH

85 R3-20 Begin Right Turn Lane (24 X 36)

20 EACH

86 R3-9B Center Lane - Left Turn Only (24 X 36)

15 EACH

87 R5-1A Wrong Way (24 X 36) 15 EACH

88 R4-14 Slow Vehicles Must Turn Out (24 X 42)

10 EACH

89 R6-4A Triple Chevron (24 X 48) 20 EACH

90 R10-11A No Turn on Red (Dot & Rectangle) (30 X 30)

Measure

Unit Cost Total

91 R10-15L Turning Vehicles Yield To Ped (SYM) (30 X 30)

5 EACH

92 R10-15R Turning Vehicles Yield To Ped (SYM) (30 X 30)

5 EACH

93 R1-1 Stop (30 X 30) 500 EACH

94 R1-5B Stop Here for Peds (30 X 30)

5 EACH

95 R1-5L Yield Here to Ped (SYM)

LEFT (30 X 30)

5 EACH

96 R1-5R Yield Here to Ped (SYM)

RIGHT (30 X 30)

5 EACH

97 R2-120P City Limit Speed Reduction (30 X 30)

5 EACH

98 R2-125 Speed Limit 25MPH (30 X 30)

5 EACH

99 R2-125P City Limit Speed Reduction (30 X 30)

5 EACH

100 R3-1 No Right Turn (30 X 30) 5 EACH

101 R3-2 No Left Turn/Right Turn Only (30 X 30)

5 EACH

102 R3-27 No Straight (30 X 30) 5 EACH

103 R3-4 No U Turn (SYM) (30 X 30) 5 EACH

104 R3-7 Left/Right Lane Must Turn Left/Right (30 X 30)

5 EACH

105 R4-11 Bikes May Use Full Lane (30 X 30)

10 EACH

106 R4-14 Slow Vehicles Must Turn Out (30 X 30)

10 EACH

107 R5-1 Do Not Enter (30 X 30) 10 EACH

108 R10-11A No Turn on Red (Dot & Rectangle) (30 X 36)

20 EACH

109 R10-11A No Turn on Red (Dot & Rectangle) (36 X 36)

10 EACH

110 R10-12 Left Turn Yield on Green (30 X 36)

40 EACH

111 R10-15 Obey Ped Signal (30 X 36)

10 EACH

112 R10-23 Crosswalk Stop On Red (30 X 36)

Measure

Unit Cost Total

113 R10-30 Right Turn On Red Must Yield to U-Turn (30 X 36)

5 EACH

114 R10-6L Stop Here on Red (30 X 36)

10 EACH

115 R3-17 Bike Lane (30 X 36) 5 EACH

116 R3-2 No Left Turn/Right Turn Only (30 X 36)

5 EACH

117 R3-4 No U Turn (SYM) (30 X 36) 15 EACH

118 R3-5 Straight Only (30 X 36) 5 EACH

119 R3-5L Left Turn Lane (30 X 36) 5 EACH

120 R3-5R Right Turn Lane (30 X 36) 5 EACH

121 R3-6A Left Turn U Turn Lane (30 X 36)

10 EACH

122 R3-6ADL Double Turn Uturn

OK (30 X 36)

5 EACH

123 R3-6ADR (30 X 36) Double Turn Uturn OK (30 X 36)

5 EACH

124 R3-6L Left or Straight Optional Lane (30 X 36)

5 EACH

125 R3-6R Right or Straight Optional Lane (30 X 36)

5 EACH

126 R3-8C Advance Intersection Lane Control - Turn Left or Right (30 X 36)

5 EACH

127 R3-8D Tri-Directional (30 X 36) 5 EACH

128 R3-8L Advance Intersection Lane Control - 2 Lanes (30 X 36)

5 EACH

129 R3-8R Advance Intersection Lane Control - 2 Lanes (30 X 36)

5 EACH

130 R3-9B Center Lane - Left Turn Only (30 X 36)

5 EACH

131 R3-U U-Turn Only (30 X 36) 5 EACH

132 R4-4L Left Turn Lane/Bikes (30 X 36)

5 EACH

133 R4-4R Right Turn Lane/Bikes (30 X 36)

5 EACH

134 R9-5 Bike Obey Ped Signal (30 X 36)

135 R11-2 Road Closed (30 X 48) 0 EACH

Measure

Unit Cost Total

136 R3-8A Advance Intersection Lane Control - 3 Lanes, Optional Middle (30 X 48)

5 EACH

137 R10-15 Turning Vehicles Yield To Ped (SYM) (36 X 36)

10 EACH

138 R1-1 Stop (36 X 36) 100 EACH

139 R1-2 Yield (36 X 36 x 36) 40 EACH

140 R3-2 No Left Turn/Right Turn Only (36 X 36)

20 EACH

141 R3-27 No Straight (36 X 36) 10 EACH

142 R3-4 No U Turn (SYM) (36 X 36) 20 EACH

143 R10-23 Crosswalk Stop On Red (36 X 48)

30 EACH

144 R2-125 Speed Limit 25MPH (36 X 48)

5 EACH

145 R2-130 Speed Limit 30MPH (36 X 48)

5 EACH

146 R2-135 Speed Limit 35MPH (36 X 48)

5 EACH

147 R2-140 Speed Limit 40MPH (36 X 48)

5 EACH

148 R2-145 Speed Limit 45MPH (36 X 48)

5 EACH

149 R2-150 Speed Limit 50MPH (36 X 48)

5 EACH

150 R1-1 Stop (48 X 48) 50 EACH

151 R1-2 Yield (48 X 48 X 48) 50 EACH

SCHEDULE C, SCHOOL SIGNS

Measure

Unit Cost Total

1 S5-2 End School Zone (24 X 30) 50 EACH

2 S5-1 School Speed Limit 20 When Flashing (24 X 48)

20 EACH

3 S1-1 School Crossing (36 X 36) 60 EACH

4 S3-1 School Bus Stop Ahead (36 X 36)

Measure

Unit Cost Total

5 S4-5 School Speed Limit 20 (36 X 36)

5 EACH

6 S1-1 School Crossing (48 X 48) 50 EACH

SCHEDULE D, WARNING SIGNS

Measure Unit Cost Total

1 W16-7PL Pointing Arrow - 45 Left (12 X 24)

250 EACH

2 W16-7PR Pointing Arrow - 45 Right (12 X 24)

100 EACH

3 W16-9P Ahead (Plaque) (12 X 24)

200 EACH

4 W14-1AL Dead End Arrow (Left) (12 X 36)

80 EACH

5 W14-1AR Dead End Arrow (Right) (12 X 36)

80 EACH

6 W14-2AL No Outlet Arrow (Left) (12 X 36)

80 EACH

7 W14-2AR No Outlet Arrow (Right) (12 X 36)

80 EACH

8 OM3-C Object Marker - Type 3 (Black/Yellow Stripes) (Center) (12 X 36)

20 EACH

9 OM3-L Object Marker - Type 3 (Black/Yellow Stripes) (Left) (12 X 36)

80 EACH

10 OM3-R Object Marker - Type 3 (Black/Yellow Stripes) (Right) (12 X 36)

80 EACH

11 W4-4P Cross Traffic Does Not Stop (Plaque) (15 X 30)

40 EACH

12 OM1 Object Marker - Type 4 (9 Button) (18 X 18)

250 EACH

13 W10-5 Railroad Crossing - Low Ground Clearance (SYM) (18 X 24)

0 EACH

14 W10-5P Low Ground Clearance (18 X 24)

0 EACH

Measure

Unit Cost Total

15 W11-12P Emergency Signal Ahead (18 X 24)

0 EACH

16 W11-15A Trail Crossing/Trail X-ing (18 X 24)

5 EACH

17 W11-3 Deer Crossing (18 X 24) 0 EACH

18 W11-4 Cattle Crossing (18 X 24) 0 EACH

19 W16-1P In Road (18 X 24) 40 EACH

20 W16-2P "Warning 150ft., 300ft., 500 ft." (18 X 24)

5 EACH

21 W16-6P Advance Turn Arrow Plaque (18 X 24)

5 EACH

22 W16-7PL Pointing Arrow - 45 Left (18 X 24)

0 EACH

23 W16-7PR Pointing Arrow - 45 Right (18 X 24)

0 EACH

24 W1-8 Chevron Arrow (18 X 24) 5 EACH

25 W11-8 Fire Station (18 X 24) 5 EACH

26 W11-8B Do Not Block Firestation (18 X 24)

0 EACH

27 W3-1 Stop Ahead (18 X 24) 0 EACH

28 W3-2AP Yield Ahead (18 X 24) 0 EACH

29 W3-3AP Signal Ahead (18 X 24) 0 EACH

30 W4-1AP Merge (18 X 24) 0 EACH

31 W6-3P Two-Way Traffic (SYM) (18 X 24)

0 EACH

32 W7-1P Hill (18 X 24) 0 EACH

33 W16-7PL Pointing Arrow - 45 Left (18 X 30)

0 EACH

34 W16-7PR Pointing Arrow - 45 Right (18 X 30)

0 EACH

35 W16-9P Ahead (Plaque) (18 X 30)

0 EACH

36 W4-4P Cross Traffic Does Not Stop (18 X 36)

40 EACH

37 W13-110 Warning Speed Limit

10MPH (24 X 24)

5 EACH

38 W13-115 Warning Speed Limit

15MPH (24 X 24)

30 EACH

Measure

Unit Cost Total

39 W13-120 Warning Speed Limit

20MPH (24 X 24)

60 EACH

40 W13-125 Warning Speed Limit

25MPH (24 X 24)

5 EACH

41 W13-130 Warning Speed Limit

30MPH (24 X 24)

5 EACH

42 W13-135 Warning Speed Limit

35MPH (24 X 24)

5 EACH

43 W13-140 Warning Speed Limit

40MPH (24 X 24)

5 EACH

44 W13-145 Warning Speed Limit

45MPH (24 X 24)

5 EACH

45 W1-8 Chevron Arrow (24 X 30) 60 EACH

46 W14-1AL Dead End Arrow (Left) (24 X 48)

10 EACH

47 W14-1AR Dead End Arrow (Right) (24 X 48)

10 EACH

48 W14-2AL No Outlet Arrow (Left) (24 X 48)

10 EACH

49 W14-2AR No Outlet Arrow (Right) (24 X 48)

10 EACH

50 W1-6 Large Single Arrow (24 X 48)

10 EACH

51 W1-7 Large Double Arrow (24 X 48)

10 EACH

52 W10-5 Railroad Crossing - Low Ground Clearance (SYM) (30 X 30)

5 EACH

53 W1-10 Curve & Side Road (Left/Right) (30 X 30)

20 EACH

54 W11-1 Bicycle (SYM) (30 X 30) 5 EACH

55 W1-11 Hairpin Curve (Left/Right) (30 X 30)

5 EACH

56 W11-10 Truck Traffic (SYM) (30 X 30)

5 EACH

57 W11-11 Golf Cart Crossing (30 X 30)

10 EACH

58 W11-15 Bicycle/Pedestrian Traffic (SYM) (30 X 30)

40 EACH

59 W11-2 Pedestrian (30 X 30) 80 EACH

Measure

Unit Cost Total

60 W11-3 Deer Crossing (30 X 30) 5 EACH

61 W11-3B Bridge Out (30 X 30) 5 EACH

62 W11-4 Cattle Crossing (30 X 30) 5 EACH

63 W1-2L Left Curve (30 X 30) 5 EACH

64 W1-2R Right Curve (30 X 30) 5 EACH

65 W1-3L Reverse Turn Left (30 X 30)

5 EACH

66 W1-3R Reverse Turn Right (30 X 30)

5 EACH

67 W14-1 Dead End (30 X 30) 50 EACH

68 W14-2 No Outlet (30 X 30) 80 EACH

69 W14-3 No Passing Zone (30 X 30)

0 EACH

70 W1-4L Reverse Curve Left (30 X 30)

5 EACH

71 W1-4R Reverse Curve Right (30 X 30)

5 EACH

72 W15-1 Playground (30 X 30) 5 EACH

73 W15-2 Deaf Child (30 X 30) 30 EACH

74 W1-5L Winding Road Left (30 X 30)

5 EACH

75 W1-5R Winding Road Right (30 X 30)

5 EACH

76 W2-1 Cross Road (30 X 30) 5 EACH

77 W2-2 Side Road (Left/Right) (30 X 30)

5 EACH

78 W11-5 Farm Machinery (30 X 30) 5 EACH

79 W11-7 Equestrian (30 X 30) 5 EACH

80 W11-8 Fire Station (30 X 30) 5 EACH

81 W11-9 Handicapped Crossing (30 X 30)

5 EACH

82 W1-1L Turn (Left) (30 X 30) 10 EACH

83 W1-1R Turn (Right) (30 X 30) 10 EACH

84 W11-Y13 Hidden Driveway or Entrance (30 X 30)

85 W12-1 Double Arrow (30 X 30) 10 EACH

Measure

Unit Cost Total

86 W23-2 New Traffic Pattern (30 X 30)

10 EACH

87 W2-3L 45 Side Road (Left) (30 X 30)

5 EACH

88 W2-3R 45 Side Road (Right) (30 X 30)

5 EACH

89 W2-4 T Symbol (30 X 30) 5 EACH

90 W2-5 Y Symbol (30 X 30) 5 EACH

91 W2-6 Roundabout/Circular Intersection (30 X 30)

20 EACH

92 W2-7 Offset Cross Road (30 X 30)

5 EACH

93 W3-3T New Signal (30 X 30) 5 EACH

94 W4-1 Merge Right/Merge Left (30 X 30)

15 EACH

95 W42-7 Trucks Entering Roadway (30 X 30)

5 EACH

96 W4-2L Lane Reduction - (Left) Lane Ends (30 X 30)

20 EACH

97 W4-2R Lane Reduction - (Right) Lane Ends (30 X 30)

20 EACH

98 W4-7L Thru Traffic Merge Left (30 X 30)

20 EACH

99 W4-7R Thru Traffic Merge Right (30 X 30)

20 EACH

100 W5-1 Road Narrows (30 X 30) 5 EACH

101 W5-2 Narrow Bridge (30 X 30) 5 EACH

102 W5-3 One Lane Bridge (30 X 30) 5 EACH

103 W6-3 Two-Way Traffic (SYM) (30 X 30)

5 EACH

104 W7-6 Hill Blocks View (30 X 30) 10 EACH

105 W8-1 Bump (30 X 30) 20 EACH

106 W8-14 Fallen Rocks (30 X 30) 5 EACH

107 W8-1A Bump Ahead (30 X 30) 5 EACH

108 W8-2 Dip (30 X 30) 20 EACH

109 W8-2A Dip Ahead Pavement Ends (30 X 30)

110 W8-3 Pavement Ends (30 X 30) 5 EACH

Measure

Unit Cost Total

111 W8-4 Soft Shoulder (30 X 30) 5 EACH

112 W8-5 Slippery When Wet (30 X 30)

5 EACH

113 W9-1L Lane Ends (Left) (30 X 30) 15 EACH

114 W9-1R Lane Ends (Right) (30 X 30)

15 EACH

115 W6-5T Do Not Drive Alongside Trucks (30 X 36)

0 EACH

116 W1-6 Large Single Arrow (30 X 60)

10 EACH

117 W10-1 Grade Crossing Advance Warning (36 X 36)

5 EACH

118 W10-2 Railroad Crossing - Crossroad (Right/Left) (36 X 36)

5 EACH

119 W10-3 Railroad Crossing - Side Road (Right/Left) (36 X 36)

5 EACH

120 W10-5 Railroad Crossing - Low Ground Clearance (SYM) (36 X 36)

5 EACH

121 W11-2 Pedestrian (36 X 36) 30 EACH

121 W12-2 Low Clearance Sign (36 X 36)

5 EACH

122 W14-3 No Passing Zone (36 X 36)

30 EACH

123 W15-1 Playground (36 X 36) 5 EACH

124 W2-2 Side Road (Left/Right) (36 X 36)

5 EACH

125 W3-1 Stop Ahead (36 X 36) 40 EACH

126 W3-2 Yield Ahead (36 X 36) 10 EACH

127 W3-3 Signal Ahead (36 X 36) 40 EACH

128 W3-5 Reduced Speed Limit Ahead (36 X 36)

5 EACH

129 W4-2L Lane Reduction - (Left) Lane (36 X 36)

5 EACH

130 W4-2R Lane Reduction - (Right) Lane (36 X 36)

5 EACH

131 W4-7L Thru Traffic Merge Left (36 X 36)

Measure

Unit Cost Total

132 W9-2L Lane Ends Merge (Left) (36 X 36)

5 EACH

133 W9-2R Lane Ends Merge (Right) (36 X 36)

5 EACH

134 W11-15 Bicycle/Pedestrian Traffic (SYM) (48 X 48)

30 EACH

135 W11-2 Pedestrian (48 X 48) 30 EACH

136 W4-7L Thru Traffic Merge Left (48 X 48)

10 EACH

137 W4-7R Thru Traffic Merge Right (48 X 48)

SCHEDULE E, TRAFFIC SIGNS - TUBING

Measure Unit Cost Total

1 15211 Tubing 2 X 12' Telspar 1,000 EACH

2 15213 Tubing 2 X 10' Telspar 1,500 EACH

3 15214 Tubing 2 1/4" Telspar 2,500 EACH

BID SCHEDULE