Highland City Public Works Highland City

April 2026

2026 Road Preservation Project

TABLE OF CONTENTS

FOR

SPECIFICATIONS AND CONTRACT DOCUMENTS

FOR

2026 ROAD PRESERVATION 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

Project Special Provision 32 12 20 – Bonded Matrix Overlay

ADVERTISEMENT FOR BIDS

HIGHLAND CITY

5400 W CIVIC CENTER DRIVE, SUITE 100

HIGHLAND, UT 84003

Separate sealed bids for the 2026 ROAD PRESERVATION 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 21st, 2026.

Description and Scope of Work:

Roadway reconstruction consisting of rotomilling and pulverizing the existing pavement, and placing new asphalt pavement at 10250 North and 10480 North cul-de-sac (6850 West to 10200 North, 10480 North cul-de-sac), 5600 West (10400 North to 11000 North), Granite Circle , and 5710 West (11200 North to 11350 North); Bonded Matrix Overlay at 6000 West (11000 North to Westfield Road) and 9600 North (100 East to 6350 West); and High Density Mineral Bond at 11350 North (5600 West to 5830 West), 5830 West (11200 North to 11350 North), 11200 North (5600 West to 5830 West), Elmfield Way (Featherstone Drive to Willowbank Drive), Willowbank Drive (Elmsfield Way to Canal Boulevard, Canal Boulevard to Featherstone Drive), Featherstone Drive (Willowbank Road to Canal Boulevard, Canal Boulevard to Elmfield Way), Magnolia Drive (See image), and Snowflake Drive ( Spruce Drive to unnamed circle (see image)) in Highland City. Work includes valve and manhole reconstructions, and removal and replacement of curb and gutter at select locations shown on the plans.

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

A five percent (5%) Bid Bond will be required.

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 ROAD PRESERVATION 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.

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ARTICLE 6 – TIME OF COMPLETION

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. .

Copyright © 2002 National Society of Professional Engineers for EJCDC. All rights reserved.

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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. Foot is equal to linear-feet, SQ. FT. is equal to square-feet, EA is equal to each, SQ. YD. is equal to square-yard and Cu. YD. is equal to cubic 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.

The City intends to complete as many of the bid items / schedules as possible within the available funding. It is anticipated that Bid Schedules B and C will be awarded. Some or all of the Bid Items in Bid Schedule A may be eliminated based on funding limitations. The City’s anticipated priority for awarding Bid Schedule A work is as follows:

1. Item No. 3 – 5600 West

2. Item No. 5 – 5710 West

3. Item No. 2 – 10480 North Cul-De-Sac

4. Item No. 4 – Granite Circle

5. Item No. 1 – 10250 North and 6400 West

SUMMARY OF BIDS BY SCHEDULE

Total of Schedule A – Reconstruction $

Total of Schedule B – Bonded Matrix Overlay $

Total of Schedule C – High Density Mineral Bond $

Total of All Schedules $

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SCHEDULE A - RECONSTRUCTION

Item

DESCRIPTION QTY UNIT

UNIT PRICE

TOTAL

No (MATERIAL &

LABOR)

1 10250 NORTH, AND 6400 WEST 1 LUMP

SUM

2 10480 NORTH CUL-DE-SAC 1 LUMP

3 5600 WEST 1 LUMP

SUM

4 GRANITE CIRCLE 1 LUMP

SUM

5 5710 WEST 1 LUMP

SUM

11 DIRECTED ADDITIONAL ASPHALT

PATCHING 4750 SQ. FT.

12 GEOTEXTILE - STABILIZATION 1500 SQ. YD.

13 GEOGRID – TENSAR NX-750 1500 SQ. YD.

14 OVER-EXCAVATION 500 CU. YD.

15 GRANULAR BORROW (IMPORT) 500 CU. YD.

16 GRANULAR BORROW (EXCESS

PULVERIZED PAVEMENT) 500 CU. YD.

TOTAL OF SCHEDULE A $

TOTAL OF SCHEDULE A IN WORD FORM

$ DOLLARS and CENTS

SCHEDULE B - BONDED MATRIX OVERLAY

DESCRIPTION QTY UNIT

UNIT PRICE

TOTAL

No (MATERIAL &

LABOR)

6 9600 NORTH 1 LUMP

SUM

7 6000 WEST 1 LUMP

TOTAL OF SCHEDULE B $

TOTAL OF SCHEDULE B IN WORD FORM

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SCHEDULE C – HIGH DENSITY MINERAL BOND

DESCRIPTION QTY UNIT

UNIT PRICE

TOTAL

No (MATERIAL &

LABOR)

8 11350 NORTH, 5830 WEST, AND

11200 NORTH 1 LUMP

SUM

9 ELMFIELD WAY, WILLOWBANK

DR., AND FEATHERSTONE DR. 1 LUMP

SUM

10 MAGNOLIA DR., AND

SNOWFLAKE DR. 1 LUMP

TOTAL OF SCHEDULE C $

TOTAL OF SCHEDULE C IN WORD FORM

The City intends to evaluate and award each bid schedule individually. A contractor may bid on a single schedule or any combination of schedules.

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SUMMARY OF WORK

B

ID

IT

E M

N O

DESCRIPTION

R E

C O

N

ST

R U

C T

IO

N

B O

N D

E D

M A

T R

IX

H

IG

H D

E N

SI

T

Y

M

IN

E R

A L

B O

N D

1 10250 NORTH, AND 6400 WEST X

2 10480 NORTH CUL-DE-SAC X

3 5600 WEST X

4 GRANITE CIRCLE X

5 5710 WEST X

6 9600 NORTH X

7 6000 WEST X

8 11350 NORTH, 5830 WEST, AND 11200

NORTH, X

9 ELMFIELD WAY, WILLOWBANK DR.,

AND FEATHERSTONE DR. X

10 MAGNOLIA DR., AND SNOWFLAKE

DR. X

11 DIRECTED ADDITIONAL ASPHALT

PATCHING CONTINGENCY ITEM

12 GEOTEXTILE - STABILIZATION CONTINGENCY ITEM

13 GEOGRID – TENSAR NX-750 CONTINGENCY ITEM

14 OVER-EXCAVATION CONTINGENCY ITEM

15 GRANULAR BORROW (IMPORT) CONTINGENCY ITEM

16 GRANULAR BORROW

(EXCESS PULVERIZED PAVEMENT) CONTINGENCY ITEM

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

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(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.

1. ROADWAY RECONSTRUCTION PROJECTS

ITEM NO. 1 10250 NORTH, AND 6400 WEST (Class II Roadways) ITEM NO. 2 10480 NORTH CUL-DE-SAC (Class II Roadway) ITEM NO. 3 5600 WEST (Class III Roadway) ITEM NO. 4 GRANITE CIRCLE (Class II Roadway) ITEM NO. 5 5710 WEST (Class II Roadway)

A. APWA Reference:

1. Section 01 55 26 – Traffic Control

2. Section 01 71 13 – Mobilization

3. Section 32 11 24 – Pulverizing Pavement Base Course

4. Section 32 12 05 – Bituminous Concrete

5. Section 32 12 16.13 – Bituminous Plant Mix Paving

6. Section 33 05 14 – Utility Grade Adjustment

B. Payment shall be on a lump sum basis for each of the above item numbers, prorated as a percentage of work complete at the time the pay estimate is prepared.

C. Payment Covers: All labor, equipment, materials, and incidentals required to furnish, install, and complete all work necessary to provide a reconstructed pavement section and adjust all affected utilities to finished grade on the streets and locations listed below:

• 10250 North from 6530 West to 6400 West, and 6400 West from 10250 North to 10400 North (75,064 sq. ft. footprint, see Plan Sheet P101)

• 10480 North Cul-De-Sac (14,664 sq. ft. footprint, see Plan Sheet P101)

• 5600 West from 10400 North to 11000 North (166,932 sq. ft. footprint, see

Plan Sheet P102)

• Granite Circle (15,842 sq. ft. footprint, see Plan Sheet P103)

• 5710 West from 11200 North to 11350 North (36,435 sq. ft. footprint, see

Plan Sheet P104)

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

00410 – 11 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. The traffic control plan must accommodate local traffic and emergency vehicles at all times. Reasonable access shall be maintained to all businesses and residences.

4. Pulverize Existing Pavement: Includes pulverizing the existing bituminous pavement and untreated base course as needed to achieve a consistent, well graded, and reasonably homogenous material suitable to be recompacted as road base.

5. Remove Concrete Curb and Gutter: Includes all costs for labor, materials equipment, and appurtenances required to saw-cut as needed, break-up, excavate, properly dispose of existing concrete material.

6. Remove Concrete Sidewalk: Includes all costs for labor, materials equipment, and appurtenances required to saw-cut as needed, break-up, excavate, properly dispose of existing concrete material.

7. Remove Concrete Waterway: Includes all costs for labor, materials equipment, and appurtenances required to saw-cut as needed, break-up, excavate, properly dispose of existing concrete material and reinforcing steel.

8. Shape and Recompact Pulverized Pavement: Includes grading and shaping the pulverized pavement to the thickness, lines, and grades shown on the plans, and compacting to 95% or greater relative to a modified proctor density, and remove and disposal of any excess pulverized pavement, or reusing it as Granular Borrow (as needed) on project.

9. 1/2 - Inch HMA - For all roads except 5600 West - 3 ½ inches thick; For 5600 West - 4” inches thick Includes 1/2 - Inch DM PG 58-28 or 64-34 plant mixed bituminous asphalt pavement. Includes preparing, submitting, and obtaining approval for the HMA mix design. Mix designs shall be in accordance with APWA 2025 32 12 05 and 32 15 05 16.13. Mixes approved and verified by UDOT for use during the current construction season and meeting the specified gradation and binder requirements are considered acceptable for use with prior approval of the engineer and the City. The same mix from the same supplier must be provided for roadway pavement for the entire project.

a. Includes ½ inch HMA at the specified thickness lines and grades shown on the plans, including but not limited to hot mix asphalt (aggregate, hydrated lime, binder, additives), tack oil, compaction and materials testing, etc. Price includes Contractor hired independent testing laboratory for asphalt mix testing.

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10. 24 Inch Concrete Curb and Gutter: Includes labor, materials, equipment, and appurtenances required to furnish and install concrete curb and gutter of the geometry specified. Includes excavation, and untreated base course, and full depth fiber expansion board.

11. Concrete Sidewalk: Includes labor, materials, equipment, and appurtenances required to furnish and install concrete sidewalk of the geometry specified.

Includes excavation, and untreated base course, and full depth fiber expansion board.

12. Concrete Waterway (including frogs): Includes labor, materials, equipment, and appurtenances required to furnish and install concrete waterway of the geometry specified. Includes excavation, and untreated base course, reinforcing steel, and full depth fiber expansion board.

13. Pedestrian Access Ramp: Includes labor, materials, equipment, and appurtenances required to furnish and install the pedestrian access ramp of the geometry specified. Includes excavation, and untreated base course, full depth fiber expansion board, and detectable warning surface(s).

14. Reconstruct Valve Box: Includes adjusting all existing water valve boxes to grade, including salvaging and reusing existing valve boxes and lids, valve box extensions if needed, untreated base course, and fiber reinforced concrete collar, and precision circular pavement saw cutting to adjust valve can to finished grade.

15. Reconstruct Manhole: Includes adjusting all existing manholes to grade, including salvaging and reusing existing manhole rings and lids, shims, grade rings, plastic form, untreated base course, and fiber reinforced concrete collar, and precision circular pavement saw cutting to adjust the manhole lid and ring to finished grade.

16. Where the engineer identifies unsuitable subgrade / soft spots, payment for directed over excavation, placing excess pulverized pavement as granular borrow, furnishing and installing imported granular borrow if excess pulverized pavement is exhausted, geotextile separation fabric, or geogrid will be paid separately using those pay items.

2. ITEM NO. 11 DIRECTED ADDITIONAL ASPHALT PATCHING

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

2. Section 32 12 05 – Bituminous Concrete

3. Section 32 12 16.13 – Bituminous Plant Mix Paving

4. Section 33 05 14 – Utility Grade Adjustment

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

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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

1. 3/8 - Inch HMA Patch (3 ½ 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.

2. Reconstruct Manhole: Includes adjusting all existing manholes to grade, including salvaging and reusing existing manhole rings and lids, shims, grade rings, plastic form, untreated base course, and fiber reinforced concrete collar, and precision circular pavement saw cutting to adjust the manhole lid and ring to finished grade.

3. Crack Seal - Includes Crack Seal, protecting 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.

D. Where the engineer identifies unsuitable subgrade / soft spots, payment for directed over excavation, placing excess pulverized pavement as granular borrow, furnishing and installing imported granular borrow if excess pulverized pavement is exhausted, geotextile separation fabric, or geogrid will be paid separately using those pay items.

3. ITEM NO. 12 GEOTEXTILE – STABILIZATION

A. APWA Standard Specification Reference: Section 31 05 19.

B. Measurement: Square Yard. Excess, overlaps, or placement not directed by the engineer will not be measured for payment. This is a contingency item to address potential soft subgrade areas. The quantity may be increased, decreased, or eliminated depending on field conditions encountered.

C. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to furnish and install high strength woven geotextile, Class II where directed by Engineer, primarily as part of soft subgrade stabilization.

4. ITEM NO. 13 GEOGRID – TENSAR NX-750

A. APWA Standard Specification Reference: Section 31 05 21.

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B. Measurement: Square Yard. Excess, overlaps, or placement not directed by the engineer will not be measured for payment. This is a contingency item to address potential soft subgrade areas. The quantity may be increased, decreased, or eliminated depending on field conditions encountered.

C. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to furnish and install Tensar NX-750 where directed by Engineer, primarily as part of soft subgrade stabilization.

5. ITEM NO. 14 OVER-EXCAVATION

A. APWA Standard Specification Reference: 31 23 16 B. Measurement: Cubic Yard, calculated by actual area excavated multiplied by the specified depth where directed by the engineer. This is a contingency item to address potential soft subgrade areas. The quantity may be increased, decreased, or eliminated depending on field conditions encountered.

C. Payment Covers: All costs for labor, materials, equipment, and appurtenances required to excavate to subgrade elevation where directed by Engineer to mitigate soft subgrade. Payment includes disposal of all unsuitable excavated material.

D. This item applies as shown on the plans and as directed by the engineer to mitigate soft subgrade conditions. The engineer may direct small areas of additional miscellaneous excavation of suitable materials. In this case, payment includes placement and compaction.

6. ITEM NO. 15 GRANULAR BORROW (IMPORT)

A. APWA Standard Specification Reference 31 05 13 B. Measurement: Cubic Yard, calculated by the actual area / footprint placed multiplied by the specified depth.