Highland City Public Works Highland City

April 2026

2026 Trails Maintenance Project

TABLE OF CONTENTS

FOR

SPECIFICATIONS AND CONTRACT DOCUMENTS

FOR

2026 TRAILS MAINTENANCE PROJECT

PART 1: LEGAL AND PROCEDURAL DOCUMENTS

Advertisement for Bids Instructions to Bidders Bid Form and Bidders Proposal (yellow sheets) Bid Schedule and Measurement and Payment (goldenrod) Bid Bond Notice of Award Agreement Construction Performance Bond Construction Payment Bond Notice to Proceed Change Order Work Change Directive Application for Payment Certificate of Substantial Completion

PART 2: STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT

See Table of Contents of Standard General Conditions

PART 3: SUPPLEMENTARY CONDITIONS

Defined Terms Intent of Documents Subsurface and Physical Conditions Licensed Sureties and Insurers Certificates of Insurance Contractor's Liability Insurance Property Insurance Permits Use of Premises

PART 4A: TECHNICAL SPECIFICATIONS – HIGHLAND CITY STANDARD SPECIFICATIONS

(Chapter 4 of Public Works Standard Specifications and Drawings) (green sheets)

See Table of Contents of Standard Specifications

DIVISION 11M: ROADWAY CONSTRUCTION MODIFICATIONS

ADVERTISEMENT FOR BIDS

HIGHLAND CITY

5400 W CIVIC CENTER DRIVE, SUITE 100

HIGHLAND, UT 84003

Separate sealed bids for the 2026 TRAILS MAINTENANCE PROJECT are required to be submitted online via the Utah Public Procurement Place (UP3) website. A hardcopy of the bid will NOT be allowed to be submitted to the City. Bids are due by 4:00 p.m. (local time) April 21, 2026.

Description and Scope of Work:

Trail maintenance and construction at the following locations: Highland Glen Trail, Highland Glen Park Pond (asphalt patching), Windsor Meadows Trails, 10030 North To Windsor Meadows Trail (proposed new trail), Windsor Meadows Trails, Windsor Meadows Trail to Windsor Park Drive.

(asphalt patching, crack seal), Windsor Meadows Trails, Kensington Circle to 5300 West (Alpine Highway) (asphalt patching, crack seal), Windsor Meadows Trail, Windsor Park Drive to Yorkshire Court (asphalt patching, crack seal), Freedom Elementary Trail, 10250 North to 10400 North (asphalt patching, crack seal), American Fork Canyon Ditch Trail, 5600 West to 6000 West & at 5560 West (asphalt patching, crack seal), Avonmore Court Trail, Avonmore Court to 11200 North (asphalt overlay), Chamberry Fields Trail, Highland View Drive to 12120 North (asphalt patching, crack seal), and View Pointe Trail, Park Circle to View Pointe Drive (asphalt patching).

Electronic copies of the CONTRACT DOCUMENTS will be available April 2, 2026 via the Utah Public Procurement Place (U3P, formerly Sciquest) and the Highland City website. No hard copies will be available during the bidding process. Instructions for accessing the files are as follows:

Address: https://bids.sciquest.com Address: http://www.highlandcity.org/index.aspx?NID=202

Chris Trusty PE, City Engineer https://bids.sciquest.com/ http://www.highlandcity.org/index.aspx?NID=202

EJCDC C-200 Instructions to Bidders for Construction Contracts Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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INSTRUCTIONS TO BIDDERS

ARTICLE 1 - DEFINED TERMS

1.01 Terms used in these Instructions to Bidders have the meanings indicated in the General Conditions and Supplementary Conditions. Additional terms used in these Instructions to Bidders have the meanings indicated below:

A. Issuing Office--The office from which the Bidding Documents are to be issued and where the bidding procedures are to be administered.

ARTICLE 2 - COPIES OF BIDDING DOCUMENTS

2.01 Complete sets of the Bidding Documents may be obtained from the Engineer.

2.02 Complete sets of Bidding Documents shall be used in preparing Bids; neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents.

2.03 Owner and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids for the Work and do not confer a license or grant for any other use.

ARTICLE 3 - QUALIFICATIONS OF BIDDERS

3.01 Pre-qualification process has been completed. Current plan holders have been pre-qualified prior to the bidding of this project.

ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED DATA, AND SITE

4.01 Subsurface and Physical Conditions

A. The Supplementary Conditions identify:

1. Those reports of explorations and tests of subsurface conditions at or contiguous to the Site that Engineer has used in preparing the Bidding Documents.

2. Those drawings of physical conditions in or relating to existing surface and subsurface structures at or contiguous to the Site (except Underground Facilities) that Engineer has used in preparing the Bidding Documents.

B. Copies of reports and drawings referenced in Paragraph 4.01.A will be made available by Owner to any Bidder on request. Those reports and drawings are not part of the Contract Documents, but the “technical data” contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02 of the General Conditions has been identified and established in Paragraph 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any “technical data” or any other data, interpretations, opinions, or information contained in such reports or shown or indicated in such drawings.

4.02 Underground Facilities

A. Information and data shown or indicated in the Bidding Documents with respect to existing Underground Facilities at or contiguous to the Site is based upon information and data furnished to Owner and Engineer by owners of such Underground Facilities, including Owner, or others.

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4.03 Hazardous Environmental Condition

A. The Supplementary Conditions identify those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any, that Engineer has used in preparing the Bidding Documents.

B. Copies of reports and drawings referenced in Paragraph 4.03.A will be made available by Owner to any Bidder on request. Those reports and drawings are not part of the Contract Documents, but the “technical data” contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.06 of the General Conditions has been identified and established in Paragraph 4.06 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any “technical data” or any other data, interpretations, opinions, or information contained in such reports or shown or indicated in such drawings.

4.04 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, other physical conditions and Underground Facilities, and possible changes in the Bidding Documents due to differing or unanticipated conditions appear in Paragraphs 4.02, 4.03, and 4.04 of the General Conditions. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to a Hazardous Environmental Condition at the Site, if any, and possible changes in the Contract Documents due to any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work appear in Paragraph 4.06 of the General Conditions.

4.05 On request, Owner will provide Bidder access to the Site to conduct such examinations, investigations, explorations, tests, and studies as Bidder deems necessary for submission of a Bid. Bidder shall fill all holes and clean up and restore the Site to its former condition upon completion of such explorations, investigations, tests, and studies.

Bidder shall comply with all applicable Laws and Regulations relative to excavation and utility locates.

4.06 Reference is made to Article 7 of the Supplementary Conditions for the identification of the general nature of other work that is to be performed at the Site by Owner or others (such as utilities and other prime contractors) that relates to the Work contemplated by these Bidding Documents. On request, Owner will provide to each Bidder for examination access to or copies of Contract Documents (other than portions thereof related to price) for such other work.

4.07 It is the responsibility of each Bidder before submitting a Bid to:

A. examine and carefully study the Bidding Documents, the other related data identified in the Bidding Documents, and any Addenda.

B. visit the Site and become familiar with and satisfy Bidder as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work.

C. become familiar with and satisfy Bidder as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work.

D. carefully study all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in Paragraph

4.02 of the General Conditions, and (2) reports and drawings of Hazardous Environmental Conditions at the Site which have been identified in the Supplementary Conditions as provided in Paragraph 4.06 of the General Conditions;

E. obtain and carefully study (or accept consequences of not doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto;

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F. agree at the time of submitting its Bid that no further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of its Bid for performance of the Work at the price(s) bid and within the times and in accordance with the other terms and conditions of the Bidding Documents.

G. become aware of the general nature of the work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents.

H. correlate the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents.

I. promptly give Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder discovers in the Bidding Documents and confirm that the written resolution thereof by Engineer is acceptable to Bidder; and

J. determine that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work.

4.08 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Bidding Documents and applying any specific means, methods, techniques, sequences, and procedures of construction that may be shown or indicated or expressly required by the Bidding Documents, that Bidder has given Engineer written notice of all conflicts, errors, ambiguities, and discrepancies that Bidder has discovered in the Bidding Documents and the written resolutions thereof by Engineer are acceptable to Bidder, and that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work.

ARTICLE 5 - PRE-BID CONFERENCE

5.01 A pre-bid conference will be held at the time and place indicated in the Advertisement or Invitation to Bid.

Representatives of Owner and Engineer will be present to discuss the Project. Bidders are required to attend and are encouraged to participate in the conference. Bidders must sign the attendance roll at the pre-Bid conference to be eligible to bid. Bids from companies not represented at the mandatory pre-Bid conference will not be accepted.

Engineer will transmit to all prospective Bidders of record such Addenda as Engineer considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective.

ARTICLE 6 - SITE AND OTHER AREAS

6.01 The Site is identified in the Bidding Documents. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by Owner unless otherwise provided in the Bidding Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor.

ARTICLE 7 - INTERPRETATIONS AND ADDENDA

7.01 All questions about the meaning or intent of the Bidding Documents are to be submitted to Engineer in writing.

Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by Engineer as having received the Bidding Documents. Questions received less than ten days prior to the date for opening of Bids may not be answered. Only questions answered by Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect.

7.02 Addenda may be issued to clarify, correct, or change the Bidding Documents as deemed advisable by Owner or Engineer.

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ARTICLE 8 - BID SECURITY

8.01 A Bid must be accompanied by Bid security made payable to Owner in an amount of five percent of Bidder’s maximum Bid price and in the form of a certified check or bank money order or a Bid bond (on the form attached) issued by a surety meeting the requirements of Paragraphs 5.01 and 5.02 of the General Conditions.

8.02 The Bid security of the Successful Bidder will be retained until such Bidder has executed the Contract Documents, furnished the required contract security, and met the other conditions of the Notice of Award, whereupon the Bid security will be returned. If the Successful Bidder fails to execute and deliver the Contract Documents and furnish the required contract security within 15 days after the Notice of Award, Owner may annul the Notice of Award and the Bid security of that Bidder will be forfeited. The Bid security of other Bidders whom Owner believes to have a reasonable chance of receiving the award may be retained by Owner until the earlier of seven days after the Effective Date of the Agreement or 61 days after the Bid opening, whereupon Bid security furnished by such Bidders will be returned.

8.03 Bid security of other Bidders whom Owner believes do not have a reasonable chance of receiving the award will be returned within seven days after the Bid opening.

ARTICLE 9 - CONTRACT TIMES

9.01 The number of days within which, or the dates by which the Work is to be substantially complete and ready for final payment are set forth in the Agreement.

ARTICLE 10 - LIQUIDATED DAMAGES

10.01 Provisions for liquidated damages, if any, are set forth in the Agreement.

ARTICLE 11 - SUBSTITUTE AND “OR-EQUAL” ITEMS

11.01 The Contract, if awarded, will be based on materials and equipment specified or described in the Bidding Documents without consideration of possible substitute or “or-equal” items. Whenever it is specified or described in the Bidding Documents that a substitute or “or-equal” item of material or equipment may be furnished or used by Contractor if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the Effective Date of the Agreement.

ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS, AND OTHERS

12.01 If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, individuals, or entities to be submitted to Owner in advance of a specified date prior to the Effective Date of the Agreement, the apparent Successful Bidder, and any other Bidder so requested, shall within five days after Bid opening, submit to Owner a list of all such Subcontractors, Suppliers, individuals, or entities proposed for those portions of the Work for which such identification is required. Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such Subcontractor, Supplier, individual, or entity if requested by Owner. If Owner or Engineer, after due investigation, has reasonable objection to any proposed Subcontractor, Supplier, individual, or entity, Owner may, before the Notice of Award is given, request apparent Successful Bidder to submit a substitute, without an increase in the Bid.

12.02 If apparent Successful Bidder declines to make any such substitution, Owner may award the Contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers, individuals, or entities. Declining to make requested substitutions will not constitute grounds for forfeiture of the Bid security of any Bidder. Any Subcontractor, Supplier, individual, or entity so listed and against which Owner or Engineer makes no written objection prior to the giving of the Notice of Award will be deemed acceptable to Owner and Engineer subject to revocation of such acceptance after the Effective Date of the Agreement as provided in Paragraph 6.06 of the General Conditions.

12.03 Contractor shall not be required to employ any Subcontractor, Supplier, individual, or entity against whom Contractor has reasonable objection.

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ARTICLE 13 - PREPARATION OF BID

13.01 The Bid Form is included with the Bidding Documents. Additional copies may be obtained from Engineer.

13.02 All blanks on the Bid Form shall be completed by printing in ink or by typewriter and the Bid signed in ink.

Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each unit price item listed therein, or the words “No Bid” entered.

13.03 A Bid by a corporation shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the signature.

13.04 A Bid by a partnership shall be executed in the partnership name and signed by a partner (whose title must appear under the signature), accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature.

13.05 A Bid by a limited liability company shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown below the signature.

13.06 A Bid by an individual shall show the Bidder’s name and official address.

13.07 A Bid by a joint venture shall be executed by each joint venturer in the manner indicated on the Bid Form. The official address of the joint venture shall be shown below the signature.

13.08 All names shall be typed or printed in ink below the signatures.

13.09 The Bid shall contain an acknowledgment of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form.

13.10 The address and telephone number for communications regarding the Bid shall be shown. A fax number, if available, shall also be shown.

13.11 The Bid shall contain evidence of Bidder’s authority and qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the Contract. Bidder’s state contractor license number, if any, shall also be shown on the Bid Form.

ARTICLE 14 - BASIS OF BID; COMPARISON OF BIDS

14.01 Unit Price

A. Bidders shall submit a Bid on a unit price basis for each item of Work listed in the Bid schedule.

B. The total of all estimated prices will be the sum of the products of the estimated quantity of each item and the corresponding unit price. The final quantities and Contract Price will be determined in accordance with Paragraph 11.03 of the General Conditions.

C. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words.

14.02 The Bid price shall include such amounts as the Bidder deems proper for overhead and profit on account of cash allowances, if any, named in the Contract Documents as provided in Paragraph 11.02 of the General Conditions.

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ARTICLE 15 - SUBMITTAL OF BID

15.01 With each copy of the Bidding Documents, a Bidder is furnished one separate unbound copy of the Bid Form, and, if required, the Bid Bond Form. The unbound copy of the Bid Form is to be completed and submitted with the Bid security.

15.02 A Bid shall be submitted no later than the date and time prescribed and at the place indicated in the Advertisement or Invitation to Bid and shall be enclosed in an opaque sealed envelope plainly marked with the Project title (and, if applicable, the designated portion of the Project for which the Bid is submitted), the name and address of Bidder, and shall be accompanied by the Bid security and other required documents. If a Bid is sent by mail or other delivery system, the sealed envelope containing the Bid shall be enclosed in a separate envelope plainly marked on the outside with the notation “BID ENCLOSED.” A mailed Bid shall be addressed to: Highland City Engineer, 5400 West Civic Center Drive, #100, Highland, UT 84003

ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID

16.01 A Bid may be modified or withdrawn by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the opening of Bids.

16.02 If within 24 hours after Bids are opened, any Bidder files a duly signed written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid, and the Bid security will be returned. Thereafter, if the Work is rebid, that Bidder will be disqualified from further bidding on the Work.

ARTICLE 17 - OPENING OF BIDS

17.01 Bids will be opened at the time and place indicated in the Advertisement or Invitation to Bid and, unless obviously non-responsive, read aloud publicly. An abstract of the amounts of the base Bids and major alternates, if any, will be made available to Bidders after the opening of Bids.

ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE

18.01 All Bids will remain subject to acceptance for the period of time stated in the Bid Form, but Owner may, in its sole discretion, release any Bid and return the Bid security prior to the end of this period.

ARTICLE 19 – EVALUATION OF BIDS AND AWARD OF CONTRACT

19.01 Owner reserves the right to reject any or all Bids, including without limitation, nonconforming, nonresponsive, unbalanced, or conditional Bids. Owner further reserves the right to reject the Bid of any Bidder whom it finds, after reasonable inquiry and evaluation, to not be responsible. Owner may also reject the Bid of any Bidder if Owner believes that it would not be in the best interest of the Project to make an award to that Bidder. Owner also reserves the right to waive all informalities not involving price, time, or changes in the Work and to negotiate contract terms with the Successful Bidder.

19.02 More than one Bid for the same Work from an individual or entity under the same or different names will not be considered. Reasonable grounds for believing that any Bidder has an interest in more than one Bid for the Work may be cause for disqualification of that Bidder and the rejection of all Bids in which that Bidder has an interest.

19.03 In evaluating Bids, Owner will consider whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award.

19.04 In evaluating Bidders, Owner will consider the qualifications of Bidders and may consider the qualifications and experience of Subcontractors, Suppliers, and other individuals or entities proposed for those portions of the Work for which the identity of Subcontractors, Suppliers, and other individuals or entities must be submitted as provided in the Supplementary Conditions.

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19.05 Owner may conduct such investigations as Owner deems necessary to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, individuals, or entities to perform the Work in accordance with the Contract Documents.

19.06 If the Contract is to be awarded, Owner will award the Contract to the Bidder whose Bid is in the best interests of the Project.

ARTICLE 20 - CONTRACT SECURITY AND INSURANCE

20.01 Article 5 of the General Conditions, as may be modified by the Supplementary Conditions, sets forth Owner’s requirements as to performance and payment bonds and insurance. When the Successful Bidder delivers the executed Agreement to Owner, it shall be accompanied by such bonds.

ARTICLE 21 - SIGNING OF AGREEMENT

21.01 When Owner gives a Notice of Award to the Successful Bidder, it shall be accompanied by the required number of unsigned counterparts of the Agreement with the other Contract Documents which are identified in the Agreement as attached thereto. Within 15 days thereafter, Successful Bidder shall sign and deliver the required number of counterparts of the Agreement and attached documents to Owner. Within ten days thereafter, Owner shall deliver one fully signed counterpart to Successful Bidder with a complete set of the Drawings with appropriate identification.

ARTICLE 22 – LICENSE REQUIREMENTS

All bidders must meet the requirements of the Utah State Contractors License Law, Title 58, Chapter 23.

ARTICLE 23 - RETAINAGE

23.01 Provisions concerning Contractor’s rights to deposit securities in lieu of retainage are set forth in the Agreement.

EJCDC C-410 Bid Form for Construction Contracts

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BID FORM

2026 TRAILS MAINTENANCE PROJECT

ARTICLE 1 – BID RECIPIENT

1.01 This Bid is submitted to:

Highland City Administration Office Attn: Gretchen Holmer 5400 West Civic Center Drive, Suite 100 Highland, UT 84003

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted: (1) to enter into an Agreement with Owner in the form included in the Bidding Documents, (2) to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

ARTICLE 2 – BIDDER'S ACKNOWLEDGEMENTS

2.01 Bidder accepts all the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

ARTICLE 3 – BIDDER'S REPRESENTATIONS

3.01 In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding Documents, and the following Addenda, receipt of which is hereby acknowledged.

Addendum No. Addendum Date

B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that may affect cost, progress, and performance of the Work.

C. Bidder is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress and performance of the Work.

D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in SC-4.02, and (2) reports and drawings of Hazardous Environmental Conditions that have been identified in SC-4.06.

E. Bidder has obtained and carefully studied (or accepts the consequences for not doing so) all additional or supplementary examinations, investigations, explorations, tests, studies and data concerning

00410 – 2 conditions (surface, subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents to be employed by Bidder, and safety precautions and programs incident thereto

F. Bidder does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the prices bid and within the times and in accordance with the other terms and conditions of the Bidding Documents

G. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents.

H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents.

I. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by Engineer is acceptable to Bidder.

J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted.

K. Bidder will submit written evidence of its authority to do business in the state where the Project is located not later than the date of its execution of the Agreement.

ARTICLE 4 – FURTHER REPRESENTATIONS

4.01 Bidder further represents that:

A. this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation;

B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;

C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and

D. Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner.

ARTICLE 5 – BASIS OF BID

5.01 Bidder will complete the Work in accordance with the Contract Documents for the unit prices shown in the Unit Price Schedule in Article 9.02:

Unit Prices have been computed in accordance with Paragraph 11.03.B of the General Conditions.

Bidder acknowledges that estimated quantities are not guaranteed and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Bid items will be based on actual quantities, determined as provided in the Contract Documents.

ARTICLE 6 – TIME OF COMPLETION

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6.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph 14.07 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.

6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the Contract Times.

ARTICLE 7 – ATTACHMENTS TO THIS BID

7.01 The following documents are attached to and made a condition of this Bid:

A. Required Bid security in the form of a certified or bank check or a Bid Bond.

ARTICLE 8 – DEFINED TERMS

8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions.

BID SUBMITTAL

9.01 This Bid submitted by:

If Bidder is:

An Individual

Name (typed or printed):

By: (SEAL) (Individual’s signature)

Doing business as:

A Partnership

Partnership Name: (SEAL)

By:

(Signature of general partner -- attach evidence of authority to sign)

Name (typed or printed):

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A Corporation

Corporation Name: (SEAL)

State of Incorporation:

Type (General Business, Professional, Service, Limited Liability):

By:

(Signature -- attach evidence of authority to sign)

Name (typed or printed):

Title: (CORPORATE SEAL)

Attest

Date of Authorization to do business in the State of Utah is / / .

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A Joint Venture

Name of Joint Venture:

First Joint Venturer Name: (SEAL)

By:

(Signature of first joint venture partner -- attach evidence of authority to sign)

Title:

Second Joint Venturer Name: (SEAL)

(Signature of second joint venture partner -- attach evidence of authority to sign)

Title:

(Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.)

Bidder's Business Address

Phone No. Fax No.

SUBMITTED on , 20 .

State Contractor License No. .

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9.02 BID SCHEDULE

All applicable sales taxes, State, and/or Federal, and any other special taxes, patent rights, or royalties are included in the price quoted in this Proposal. Figures to be typewritten or clearly and legibly printed in ink.

LS is equal to lump sum, LF is equal to linear-feet, SF is equal to square-feet, EA is equal to each, and SY is equal to square-yard. All work required for each roadway rehabilitation / preservation in included in the lump sum price for that roadway. Where soft spots occur and over-excavation and/or other stabilization is required that work will be paid separately using those bid items.

SUMMARY OF BIDS BY SCHEDULE

Total of Schedule 1 – Base Bid $

TOTAL OF ALL SCHEDULES $

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SCHEDULE 1 – BASE BID

Item

DESCRIPTION QTY UNIT

UNIT PRICE

TOTAL

No (MATERIAL &

LABOR)

WINDSOR MEADOWS TRAILS

(10030 North to Windsor Meadows Trail) 1 LUMP

SUM

HIGHLAND GLEN TRAIL

(Highland Glen Park Pond) 1 LUMP

SUM

VIEW POINTE TRAIL

(West Park Circle to View Pointe Drive) 1 LUMP

SUM

WINDSOR MEADOWS TRAILS

(Windsor Meadows Trail to Windsor Park Drive, and Kensington Cir. to 5300 West)

1 LUMP

SUM

WINDSOR MEADOWS TRAIL

(Windsor Park Drive to Yorkshire Court) 1 LUMP

SUM

FREEDOM ELEMENTARY TRAIL

(10250 North to 10400 North) 1 LUMP

SUM

7 AMERICAN FORK CANYON DITCH TRAIL

(5600 West to 6000 West & at 5560 West)

1 LUMP

SUM

CHAMBERRY FIELDS TRAIL

(Highland View Drive to 12120 North) 1 LUMP

SUM

9 AVONMORE COURT TRAIL

(Avonmore Court to 11200 North)

1 LUMP

SUM

10 DIRECTED ADDITIONAL ASPHALT

PATCHING 1500 SQ.

FT.

TOTAL OF SCHEDULE 1 $

TOTAL OF SCHEDULE 1 IN WORD FORM

$ DOLLARS and CENTS

00410 – 8

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1 WINDSOR MEADOWS TRAILS

(10030 North to Windsor Meadows Trail) X

2 HIGHLAND GLEN TRAIL

(Highland Glen Park Pond) X

3 VIEW POINTE TRAIL

(West Park Circle to View Pointe Drive.) X

WINDSOR MEADOWS TRAILS

(Windsor Meadows Trail to Windsor Park Drive, and Kensington Circle to 5300 West)

X X X

5 WINDSOR MEADOWS TRAIL

(Windsor Park Drive to Yorkshire Court) X X X

6 FREEDOM ELEMENTARY TRAIL

(10250 North to 10400 North) X X X

7 AMERICAN FORK CANYON DITCH TRAIL

5600 West to 6000 West & at 5560 West) X X X

8 CHAMBERRY FIELDS TRAIL

(Highland View Drive to 12120 North) X X X

9 AVONMORE COURT TRAIL

(Avonmore Court to 11200 North) X

10 DIRECTED ADDITIONAL ASPHALT PATCHING X

9.03 MEASUREMENT AND PAYMENT

GENERAL

The method of measurement and payment for the various items comprising the completed work follows: Payment for the items shall be compensation in full for the furnishing of all overhead, labor, material, tools, equipment, and appurtenances necessary to complete the work in a good, neat, and satisfactory manner as indicated on the Plans or as specified, with all connections, APWA required materials testing performed by an independent third party testing laboratory (paid for by the contractor), painting, cleanup, and related work completed. Each item, fixture, piece of equipment, etc., shall be complete with all necessary connections and appurtenances for the satisfactory use and/or operation of said item. No additional payment, including work done by the contractor for his convenience, shall be made for work related to each item unless specifically noted or specified.

Measurement shall be in place in the completed work with no allowance for waste.

00410 – 9

1. NEW TRAIL CONSTRUCTION

ITEM NO. 1 – WINDSOR MEADOWS TRAILS

A. APWA References:

1. Section 01 55 26 – Traffic Control

2. Section 01 71 13 – Mobilization

3. Section 32 12 05 - Bituminous Concrete

4. Section 32 11 23 – Aggregate Base Courses

B. Payment shall be on a lump sum basis for all work shown on the plan sheet for this trail segment.

C. Payment Covers: All labor, equipment, materials, and incidentals required to furnish, install, and complete all work necessary to construct a new asphalt trail, with the specified layer thicknesses and geometry, at the location listed below:

• Windsor Meadows Trails from 10030 North to Windsor Meadows Trail

(2,160 sq. ft. footprint, see Sheet P102)

Work includes but is not limited to:

1. Mobilization and Demobilization - Includes all necessary permits from Highland City, bringing all necessary construction equipment to the site, final site clean-up, coordination with adjacent property owners as needed, and utility coordination.

2. Temporary Controls - Includes all temporary facilities and BMPs, erosion control, sediment control, watering and dust control, control and cleanup of offsite tracking of dirt and other construction debris.

3. Traffic Control Plan - Includes preparing, submitting, and obtaining City approval of a traffic control plan prepared and stamped by a professional engineer for all construction areas, and meeting the requirements of the Utah Chapter of the APWA Traffic Control Manual and the MUTCD.

4. Clearing and Grubbing – Removing and disposing of all existing vegetation, organic materials, and debris from the trail footprint. Stripping and disposing of existing topsoil.

5. Excavation and Grade Preparation – Includes performing any necessary excavation necessary to prepare the subgrade and provide a smooth and stable subgrade surface for the trail section, proof rolling, compaction.

6. Untreated Base Course – Includes furnishing and installing the specified thickness of new crushed aggregate base course or pulverized pavement base course, moisture conditioning, compaction, and testing in accordance with City standard practices.

7. 3/8 - Inch HMA (3 inches thick) – All costs for labor, materials, equipment, and appurtenances required to remove and properly dispose of the existing deteriorated asphalt, recompact the base course, and furnish and install 3/8 inch

00410 – 10

HMA patch at the specified thickness shown on the plans, including but not limited to hot mix asphalt (aggregate, hydrated lime, binder, additives), tack oil, and compaction. Price includes obtaining mix design approval from the Engineer for whichever binder is selected. The same mix from the same supplier must be provided for roadway pavement for the entire project.

2. ASPHALT PATCHING

ITEM NO. 2 – HIGHLAND GLEN TRAIL

ITEM NO. 3 – VIEW POINTE TRAIL

2. Section 01 71 13 – Mobilization

3. Section 32 01 17 – Sealing Cracks in Bituminous Paving

4. Section 32 12 05 - Bituminous Concrete

5. Section 32 11 23 – Aggregate Base Courses

B. Payment shall be on a lump sum basis for all work shown on the plan sheet for this trail segment.

C. Payment Covers: All labor, equipment, materials, and incidentals required to furnish, install, and complete all work necessary to complete asphalt patching, and mastic seal coat at each of the locations listed below:

• Highland Glen Trail at Highland Glen Park Pond on the indicated segment

(250 sq. ft. footprint, see Sheet P101) View Pointe Trail from W Park Cir. to View Pointe Dr. on the indicated segment (600 sq. ft. footprint, see Sheet P108)

Work includes, but is not limited to:

clean-up, coordination with adjacent property owners as needed, and utility coordination.

2. Temporary Controls - Includes all temporary facilities and BMPs, erosion control, sediment control, watering and dust control, control and cleanup of offsite tracking of dirt and other construction debris.

3. Traffic Control Plan - Includes preparing, submitting, and obtaining City approval of a traffic control plan prepared and stamped by a professional engineer for all construction areas, and meeting the requirements of the Utah Chapter of the APWA Traffic Control Manual and the MUTCD.

4. Excavation and Grade Preparation – Includes performing any necessary excavation necessary to provide a smooth and stable subgrade surface for the trail section, proof rolling, compaction.

00410 – 11

5. 3/8 - Inch HMA (3 inches thick) – All costs for labor, materials, equipment, and appurtenances required to remove and properly dispose of the existing deteriorated asphalt, supplement the existing base course as needed, recompact the base course, and furnish and install 3/8 inch HMA patch at the specified thickness shown on the plans, including but not limited to hot mix asphalt (aggregate, hydrated lime, binder, additives), tack oil, and compaction. Price includes obtaining mix design approval from the Engineer for whichever binder is selected. The same mix from the same supplier must be provided for roadway pavement for the entire project. Price includes crack sealing the transverse joint between existing pavement and the repair area.

3. ASPHALT PATCHING AND CRACK SEAL

ITEM NO. 4 – WINDSOR MEADOWS TRAILS

ITEM NO. 5 – WINDSOR MEADOWS TRAIL

ITEM NO. 6 – FREEDOM ELEMENTARY TRAIL

ITEM NO. 7 – AMERICAN FORK CANYON DITCH TRAIL

ITEM NO. 8 – CHAMBERRY FIELDS TRAIL

2. Section 01 71 13 – Mobilization

3. Section 32 01 17 – Sealing Cracks in Bituminous Paving

4. Section 32 12 05 - Bituminous Concrete

5. Section 32 11 23 – Aggregate Base Courses

B. Payment shall be on a lump sum basis for all work shown on the plan sheet for each of the trail segments / pay items listed above.

C. Payment Covers: All labor, equipment, materials, and incidentals required to furnish, install, and complete all work necessary to complete asphalt patching, crack sealing, and mastic seal coat at the locations listed below:

• Windsor Meadows Trails from Windsor Meadows Trail to Windsor Park Drive, and

Kensington Cir. to 5300 West (11,850 sq. ft. footprint, see Sheet P102)

• Windsor Meadows Trail from Windsor Park Drive to Yorkshire Ct. on the indicated segment (2,500 sq. ft. footprint, see Sheet P103)

• Freedom Elementary Trail from 10250 N to 10400 North

(9,200 sq. ft. footprint, see Sheet P104)

• American Fork Canyon Ditch Trail from 5600 West to 6000 West, and at 5560

West (25,820 sq. ft. footprint, see Sheet P105)

• Chamberry Fields Trail from Highland View Drive to 12120 North

(8,500 sq. ft. footprint, see Sheet P107)

Work includes, but is not limited to.

00410 – 12 clean-up, coordination with adjacent property owners as needed, and utility coordination.

2. Temporary Controls - Includes all temporary facilities and BMPs, erosion control, sediment control, watering and dust control, control and cleanup of offsite tracking of dirt and other construction debris.

3. Traffic Control Plan - Includes preparing, submitting, and obtaining City approval of a traffic control plan prepared and stamped by a professional engineer for all construction areas, and meeting the requirements of the Utah Chapter of the APWA Traffic Control Manual and the MUTCD.

4. 3/8 - Inch HMA Patch (3 inches thick) – All costs for labor, materials, equipment, and appurtenances required to remove and properly dispose of the existing deteriorated asphalt, recompact the base course, and furnish and install 3/8 inch HMA patch at the specified thickness shown on the plans, including but not limited to hot mix asphalt (aggregate, hydrated lime, binder, additives), tack oil, and compaction. Price includes obtaining mix design approval from the Engineer for which ever binder is selected. The same mix from the same supplier must be provided for roadway pavement for the entire project.

5. Crack Seal - Includes Crack Seal, protecting ADA ramps / approaches and other concrete flatwork, manhole covers, drains, grates, catch basins, and other utility structures, thoroughly cleaning the pavement surface prior to placement of the crack seal, application of crack seal, squeegee of crack seal into crack and removal of excess material, final cleanup.

4. ASPHALT OVERLAY

ITEM NO 9. – AVONMORE COURT TRAIL

A. APWA Reference:

2. Section 01 71 13 – Mobilization

3. Section 32 12 05 - Bituminous Concrete

B. Payment shall be on a lump sum basis for all work shown on the plan sheet for each of the trail segments / pay items listed above.

C. Payment Covers: All labor, equipment, materials, and incidentals required to furnish, install, and complete all work necessary to complete the asphalt overlay of the specified thickness at the location(s) listed below:

Avonmore Court Trail from Avonmore Ct. to 11200 North (1,900 sq. ft. footprint, see Sheet P106)

00410 – 13

Work includes, but is not limited to:

D. 3/8 - Inch HMA Asphalt Overlay (2 1/2 inches thick) – All costs for labor, materials, equipment, and appurtenances required to clean and prepare the existing asphalt surface to receive the overlay, pothole patch as needed, and furnish and install 3/8 inch HMA patch at the specified thickness shown on the plans, including but not limited to hot mix asphalt (aggregate, hydrated lime, binder, additives), tack oil, and compaction. Price includes obtaining mix design approval from the Engineer for whichever binder is selected. The same mix from the same supplier must be provided for roadway pavement for the entire project.

Price includes crack sealing the transverse joint between existing pavement and the repair area.

5. DIRECTED ADDITIONAL ASPHALT PATCHING

ITEM NO. 10 – DIRECTED ADDITIONAL ASPHALT PATCHING

A. APWA Reference:

E. Section 32 01 17 – Sealing Cracks in Bituminous Paving F. Section 32 11 23 – Aggregate Base Courses G. Section 32 12 05S - Bituminous Concrete (Project Special Provision)

B. Payment shall be on a square foot basis, measured only where additional patch areas are directed by the engineer.

C. Payment Covers: All labor, equipment, materials, and incidentals required to furnish, install, and complete all work necessary to complete additive asphalt patching at locations directed by the engineer.

D. 3/8 - Inch HMA Patch (3 inches thick) – All costs for labor, materials, equipment, and appurtenances required to remove and properly dispose of the existing deteriorated asphalt, supplement the existing base course as needed, recompact the base course, and furnish and install 3/8 inch HMA patch at the specified thickness shown on the plans, including but not limited to hot mix asphalt (aggregate, hydrated lime, binder, additives), tack oil, and compaction.

Price includes obtaining mix design approval from the Engineer for which ever binder is selected. The same mix from the same supplier must be provided for roadway pavement for the entire project. Price includes crack sealing the transverse joint between existing pavement and the repair area.

END OF SECTION

PENAL SUM FORM

EJCDC NO. C-430 (2002 Edition) 00430-1

BID BOND

Any singular reference to Bidder, Surety, Owner, or other party shall be considered plural where applicable.

BIDDER (Name and Address):

SURETY (Name and Address of Principal Place of Business):

OWNER (Name and Address): HIGHLAND CITY

5400 W CIVIC CENTER DRIVE, SUITE 100

HIGHLAND, UT 84003

BID

Bid Due Date: April 21, 2026, 4:00 p.m. local time.

Project (Brief Description including location): 2026 Trails Maintenance Project

Trail maintenance and construction at the following locations: Highland Glen Trail, Highland Glen Park Pond (asphalt patching), Windsor Meadows Trails, 10030 North To Windsor Meadows Trail (proposed new trail), Windsor Meadows Trails, Windsor Meadows Trail to Windsor Park Drive. (asphalt patching, crack seal), Windsor Meadows Trails, Kensington Circle to 5300 West (Alpine Highway) (asphalt patching, crack seal), Windsor Meadows Trail, Windsor Park Drive to Yorkshire Court (asphalt patching, crack seal), Freedom Elementary Trail, 10250 North to 10400 North (asphalt patching, crack seal), American Fork Canyon Ditch Trail, 5600 West to 6000 West & at 5560 West (asphalt patching, crack seal), Avonmore Court Trail, Avonmore Court to 11200 North (asphalt overlay), Chamberry Fields Trail, Highland View Drive to 12120 North (asphalt patching, crack seal), and View Pointe Trail, Park Circle to View Pointe Drive (asphalt patching).

BOND

Bond Number:

Date (Not later than Bid due date):

Penal sum (Words) (Figures)

Surety and Bidder, intending to be legally bound hereby, subject to the terms printed on the reverse side hereof, do each cause this Bid Bond to be duly executed on…