1-SLC Overflow Lot - Project Manual - IFB.pdf

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Attached to
Salt Lake City Airport Rental Car Overflow Storage Lot Improvements
Solicitation number
SLCDA-DCM-542610
Issued by
Salt Lake County, Utah

About this file

This is an Invitation for Bid (IFB) project manual issued by Salt Lake City Department of Airports for the Rental Car Overflow Storage Lot Improvements project (Project No. 542610, Contract No. CA-007522). The project scope includes expanding and constructing a new rental car overflow storage area through full depth reclamation (FDR) of existing pavement, installing asphalt millings as surface material, demolishing and installing new fencing to create four separate storage zones with perimeter security, upsizing the detention pond with a new outlet structure, installing new electrical infrastructure including overhead light poles, and extending water line service with a new fire hydrant. A mandatory pre-bid meeting is scheduled for March 19, 2026, at 11:00 a.m., with sealed bids due on April 2, 2026, at 1:00 p.m. Substantial completion is required within 60 calendar days from the Construction Notice to Proceed (anticipated May 1, 2026), with final acceptance required within 15 calendar days following completion of punch list items. The contract documents include detailed specifications for clearing and grubbing, excavation, full depth reclamation, stabilization fabric, chain-link fencing, electrical work, water line installation, detention pond improvements, and associated site work.

Payment is structured using unit pricing and lump sum methods for various work items as detailed in the bid schedule, with liquidated damages of $1,000 per day assessed for failure to achieve substantial completion by June 29, 2026. A performance bond and payment bond, each equal to the total contract price, are required, with bid security set at five percent of the total bid amount. The project is subject to Salt Lake City's Value-Based Procurement Program, which may provide beneficial consideration to bidders demonstrating specific workplace practices including nondiscrimination policies, apprenticeship programs, drug testing programs, and small business status. The contractor must maintain comprehensive general liability insurance of $5,000,000 per occurrence and business auto coverage of $5,000,000 per occurrence. Environmental compliance is mandatory, including submission of an Environmental Protection Plan before work commences, compliance with Utah Division of Water Quality permits, and implementation of dust and emissions control measures. The successful bidder must hold a valid Utah General Contractor license and comply with all Airport security requirements and Construction Safety and Security Compliance standards.

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SALT LAKE CITY INTERNATIONAL AIRPORT

PROJECT MANUAL FOR

RENTAL CAR OVERFLOW STORAGE LOT

IMPROVEMENTS

PROJECT NO. 542610

CONTRACT NO. CA-007522

DESIGN & CONSTRUCTION MANAGEMENT

DIVISION

INTENTIONALLY LEFT BLANK

SECTION 00003 - TABLE OF CONTENTS

Project Name: Rental Car Overflow Storage Lot Improvements Project Number: 542610 Contract Number: CA-007522

Reference Number Number Title of Pages

TABLE OF CONTENTS SECTION 00003-i

RENTAL CAR OVERFLOW STORAGE LOT IMPROVEMENTS

542610

DIVISION 0 - BIDDING AND CONTRACT REQUIREMENTS

INTRODUCTORY INFORMATION

00001 Title Page 00003 Table of Contents

BIDDING FORMS AND INFORMATION

INFORMATION

00020 Notice to Bidders 00100 Instructions to Bidders 00220 Geotechnical Data (Not a Contract Document)

BID

00300 Bid (Bid Form) and Bid Schedule (including mandatory forms) 00430 Subcontractor and Supplier Report

AGREEMENT AND BONDS

AGREEMENT

00500 Agreement

BONDS

00610 Performance Bond 00620 Payment Bond

CONDITIONS OF THE CONTRACT

00700 General Conditions 00810 Special Conditions

SECTION 00003 - TABLE OF CONTENTS

Project Name: Rental Car Overflow Storage Lot Improvements Project Number: 542610 Contract Number: CA-007522

Reference Number Number Title of Pages

TABLE OF CONTENTS SECTION 00003-ii

RENTAL CAR OVERFLOW STORAGE LOT IMPROVEMENTS

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ADDENDA AND MODIFICATIONS

00900 Addenda and Modifications

SCHEDULE OF DRAWINGS

Schedule of Drawings

TECHNICAL SPECIFICATIONS

See Technical Specifications section for section information.

DOCUMENTS INCORPORATED BY REFERENCE

Construction Safety and Security Compliance for Salt Lake City International Airport

B I D D I N G F O R M S A N D I N F O R M A T I O N

NOTICE TO BIDDERS SECTION 00020-1

RENTAL CAR OVERFLOW STORAGE LOT IMPROVEMENTS

542610

SECTION 00020 - NOTICE TO BIDDERS

NOTICE TO BIDDERS

PROJECT NO. 542610

CONTRACT NO. CA-007522

Sealed bids will be received at the Salt Lake City Department of Airports Administrative Offices located in the terminal at 3920 West Terminal Drive, Third Floor, Salt Lake City, UT 84122, until 1:00 p.m., local prevailing time, on THURSDAY, APRIL 2, 2026 for RENTAL CAR OVERFLOW STORAGE LOT IMPROVEMENTS, Project No.: 542610, according to the specifications on file in the Department of Airports Design and Construction Management Office.

Bids will be publicly opened in the Salt Lake City Department of Airports Administrative Offices located in the terminal at 3920 West Terminal Drive, Third Floor, Salt Lake City, UT 84122, at or about 1:00 p.m., local prevailing time, on THURSDAY, APRIL 2, 2026, by the Department of Airports Design and Construction Management Staff. Bidders will be required to submit all information required by the bid forms at the time of bid opening.

On the outside of the envelope, the bidder shall indicate the nature of the bid and include the bidder’s return mailing address.

A bid bond or cashier's check in a form acceptable to the City and in an amount equal to at least five percent (5%) of the total amount of the Bid will be required on each Bid. Bid bonds/checks will be returned to unsuccessful bidders after tabulation and award of the contract.

ATTENTION TO BIDDERS: On THURSDAY, MARCH 19, 2026, at the hour of 11:00 a.m. a mandatory Pre-bid Meeting will be held at the Salt Lake City Department of Airports Administrative Offices located in the terminal at 3920 West Terminal Drive, Third Floor, Salt Lake City, UT 84122. It is MANDATORY that all Bidders intending to bid on this project attend the pre-bid meeting to obtain relevant information concerning the project.

Contract Documents and drawings can be obtained by registering online at the City’s website, https://www.slc.gov/finance/purchasing/.

REGISTER FOR NOTIFICATION OF BID DOCUMENT CHANGES, CORRECTIONS & ADDENDA:

It is bidders responsibility to register to receive any changes, corrections and addenda issued for the bid documents. If bidder plans to download a bid and would like to be notified of changes, corrections or addenda, bidder must register by providing bidders name, company name, company mailing address, telephone, and email address. Bidder will be put on the list of recipients for that bid and will be notified of any changes, corrections or addenda that occur. Failure to provide this information and proceed with the download constitutes an automatic waiver of bidders right to receive a direct notification of any changes, corrections or addenda.

For Americans With Disabilities (ADA) accommodations, contact the individual listed or use our TDD phone at (801) 535-6021. Please allow 48 hour notice.

This Contract will be awarded in compliance with the City’s Value-Based Procurement Program, which takes into account certain factors in the bidder’s work environment. The Value Program is located in the

NOTICE TO BIDDERS SECTION 00020-2

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Salt Lake City Administrative Rule 53-1A-20, which can be found at the following web address:

https://codelibrary.amlegal.com/codes/saltlakecityut/latest/saltlakecity_manual_ut/0-0-0-3909

The right is reserved to reject any or all bids.

Mandatory Title VI Solicitation Notice for All Projects (FAA funded and non-FAA funded):

As a condition of a grant award, the Sponsor shall demonstrate that it complies with the provisions of Title VI of the Civil Rights Act of 1964 (42 U.S.C. §§ 2000d et seq) and implementing regulations (49 CFR part

21) including amendments thereto, the Airport and Airway Improvement Act of 1982 (49 U.S.C. § 47123), the Age Discrimination Act of 1975 (42 U.S.C. 6101 et seq.), Section 504 of the Rehabilitation Act of 1973 (29 U.S.C. § 794 et seq.), the Americans with Disabilities Act of 1990 (42 U.S.C. § 12101, et seq.), U.S.

Department of Transportation and Federal Aviation Administration (FAA) Assurances, and other relevant civil rights statutes, regulations, or authorities, including any amendments or updates thereto. This may include, as applicable, providing a current Title VI Program Plan to the FAA for approval, in the format and according to the timeline required by the FAA, and other information about the communities that will be benefited and impacted by the project. A completed FAA Title VI Pre-Grant Award Checklist is required for every grant application, unless excused by the FAA. The Sponsor shall affirmatively ensure that when carrying out any project supported by this grant that it complies with all federal nondiscrimination and civil rights laws based on race, color, national origin, sex, creed, age, disability, genetic information, in consideration for federal financial assistance. The Department’s and FAA’s Office of Civil Rights may provide resources and technical assistance to recipients to ensure full and sustainable compliance with Federal civil rights requirements. Failure to comply with civil rights requirements will be considered a violation of the agreement or contract and be subject to any enforcement action as authorized by law.

INSTRUCTIONS TO BIDDERS 00100-1

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SECTION 00100 - INSTRUCTIONS TO BIDDERS

ARTICLE 1. - GENERAL

1.1. Defined Terms

1.1.1. The definitions of certain terms used in these Contract Documents are given in the General Conditions.

1.2. Copies of Bid Documents

1.2.1. Bidders must use complete sets of Bid Documents in preparing Bids. The Owner maintains a complete set on file at the address set forth in the Notice to Bidders, and bidders may review the file copy upon request during regular business hours. Bidders are solely responsible to verify whether their sets of Bid Documents are complete.

1.2.2. Bid Documents are made available to bidder only for the purpose of obtaining Bids on the

Work. No license or grant for any other use is given.

1.2.3. Bid Document copyrights shall remain with the Owner.

1.3. Pre - Bid Conference

1.3.1. If a pre-bid conference is held, the Notice to Bidders will state the time, place and nature of the conference, and whether attendance is mandatory in order to submit a bid. Representative of the Owner will be present to discuss the Project. The Owner shall not be bound by any statements, representations, conclusions or assumptions made by any party, whether oral or written, except for written statements that are issued in an Addendum by the Owner to all prospective bidders.

1.4. Physical Conditions

1.4.1. Description of the Work - The Work to be performed consists of furnishing and installing the equipment, facilities, services and appurtenances thereto as included in the Contract Documents. A general description of the Work is set forth in the Agreement to these Contract Documents.

1.4.2. In General - Prior to submitting a bid, each bidder is responsible to review all available explorations, tests and data concerning surface conditions, subsurface conditions and underground facilities at or contiguous to the site, or otherwise, which may affect cost, progress, performance or furnishing of the Work in accordance with the time, price and other terms and conditions of the Contract Documents.

1.4.3. Surface and Subsurface Conditions - Provisions concerning surface and subsurface conditions, if any, are set forth in a document titled Geotechnical Data (Document 00220), and such document is specifically excluded and not made a part of the Contract. The document provides the identification of:

1. Those report of explorations and tests of subsurface conditions at the site which have been utilized by the Owner or the Designer in preparing the Contract Documents; and

2. Those drawings of physical conditions in or relating to existing surface and subsurface structures (except underground facilities) which are at or contiguous to the site which have been utilized by the Designer in preparing the Contract Documents.

1.4.4. Underground Facilities - Information and data indicated in the Contract Documents regarding Underground Facilities at or contiguous to the site is based upon information and data furnished to the Owner and the Designer by owners of such underground facilities. The Owner does not assume responsibility for the accuracy or completeness thereof.

INSTRUCTIONS TO BIDDERS 00100-2

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1.4.5. Additional Explorations - If feasible as determined by the Owner, Owner will provide each bidder access to the site upon written request received at least ten business days before bid opening to conduct any explorations and tests as each bidder deems necessary for submission of a bid. Bidder shall obtain permits, fill all holes, clean up, and restore the site to its former condition upon completion of such explorations. By requesting such an exploration or test, bidder agrees to release, indemnify, defend, and save the Owner harmless from all costs, damages, and liabilities of any kind whatsoever, including reasonable attorneys' fees that may arise in connection with or as a result of the performance of such exploration or test.

1.5. Compensation and Quantities

1.5.1 If the Contract Documents require a lump sum, the lump sum will be the only sum paid. If any portion of the Contract Documents requires unit pricing, the successful bidder will be paid only for work actually performed and materials supplied at the unit prices bid and on the terms set forth in the Contract Documents, irrespective of any quantity approximations in the Bid Documents. The Owner may deviate in either direction from any indicated quantities. Stated quantities are estimates for the purpose of doing the class of Work required and as a basis for determining the amount of the bid, but not to fix the amount of the Work to be done or materials to be furnished. The bidder shall have no claim for any variation in quantity, except to the extent permitted in the General Conditions, and the bidder shall sign a Change Order to account for any variation.

1.5.2 The bid price for any lump sum or unit price shall include all labor, materials, and all other matters needed to fully complete the Work in a satisfactory manner under the terms of the Contract Documents. Bidders are responsible to inform themselves of the character of the Work to be performed. Any quantity approximations in the Bid Documents are stated as a basis for determining bids, and they do not fix the amount of Work to be done or materials to be furnished. Actual quantities will vary.

1.6. Bidder’s Investigations

1.6.1. In General - The Owner shall not be bound by any statements, representations, conclusions, or assumptions made by any party, whether oral or written, except for written statements that are issued in an Addendum by the Owner to all prospective bidders.

1.6.2. Site Access - The Contract Documents designate the site for performance of the Work. Bidder is responsible to investigate the site and understand all access requirements. All additional off-site lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by bidder.

1.6.3. Bidder's Obligations - In addition to bidder's other responsibilities and obligations in connection with submitting a bid, it is the responsibility of each bidder before submitting a bid, to:

1. Examine the Contract Documents thoroughly;

2. Visit the site to become familiar with local conditions that may affect cost, progress, performance, or furnishing of the Work;

3. Investigate all applicable construction and labor conditions, quantities, and the character of the Work as they affect cost, progress, performance, or furnishing of the Work.

4. Consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work; Special attention should be given to the Value

INSTRUCTIONS TO BIDDERS 00100-3

542610

Based Procurement Program located in the Salt Lake City Administrative Rule 53-1A- 20 which takes into account certain factors in the Bidder's work environment.

5. Study and carefully correlate bidder's observations with the Contract Documents;

6. Attend any pre-bid conference, which shall be mandatory if so designated in the Notice to Bidders;

7. Review all available explorations and data concerning surface and subsurface conditions as set forth in Section 1.4 above; and

8. Identify and notify the Owner in writing in the manner set forth in Section 2.1 below of all specific conflicts, omissions, errors, or discrepancies that bidder finds in the Contract Documents, or if bidder doubts any meaning.

The failure or omission of any bidder to take any of the foregoing actions shall not in any way relieve bidder of its bid, and shall not in any way relieve bidder of its obligation to furnish all material, equipment, labor and services necessary to carry out the provisions of the Contract Documents and to complete the contemplated Work for the consideration set forth in its bid.

Submission of a bid shall constitute prima facie evidence of compliance with these instructions.

1.6.4. Deviations from the Terms of the Contract Documents - The Owner will not accept any deviations whatsoever from the printed terms of the Agreement and the Contract Documents, except by Addendum or Change Order.

ARTICLE 2. - BIDDING PROCEDURES

2.1. Interpretations and Addenda

2.1.1. All requests for interpretation of the Contract Documents shall be made in writing and delivered to the Owner no later than seven (7) calendar days prior to opening of Bids. At the Owner’s discretion, the Owner will send the written interpretation to all persons receiving a set of Bid Documents in the form of a written Addendum. If the Owner does not respond to a bidder's request for interpretation, the bidder shall comply with the intent and terms of the Contract Documents.

2.1.2. No oral interpretations shall be made to any bidder. The Owner shall not be responsible for or bound by any statements, interpretations, explanations, representations, conclusions, or assumptions made by any party, whether oral or written, except for written statements that are issued in an Addendum by the Owner to all prospective bidders.

2.1.3. Each statement made in an Addendum is a part of the Contract Documents at the location designated in the Addendum. A statement issued in an Addendum shall have the effect of modifying a portion of the Bid Documents when the statement in the Addendum specifies a particular section, paragraph or text and states that it is to be so modified. Only the specified section, paragraph, or text shall be so modified, and all other portions of the Bid Documents shall remain in effect.

2.1.4. Bidders shall sign to acknowledge their receipt of all Addenda issued. Bidders shall also acknowledge receipt of all Addenda in the space provided in the bid.

2.1.5. Except to postpone the bid opening, no Addenda shall be issued within 48 hours of the bid opening.

2.2. Equipment and Material Options Prior to Bid Opening

INSTRUCTIONS TO BIDDERS 00100-4

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2.2.1. If a bidder or supplier wishes to use items of equipment or materials other than those identified in the Contract Documents, said bidder or supplier shall submit a written request for approval to the Owner at least ten (10) calendar days prior to the date set for opening of bids.

2.2.2. The procedure for submission of any such product option shall be as set forth in paragraph 3.9 of the General Conditions. It is the sole responsibility of the bidder or supplier to submit complete descriptive and technical information so that the Owner can make a proper appraisal.

2.2.3. The Owner’s failure to act upon such a request within five (5) calendar days after receipt shall be deemed a denial thereof.

2.2.4. Any such approval is at the sole discretion of the Owner and will be in the form of an

Addendum issued to all bidders holding Bid Documents indicating that the additional equipment or materials are approved as equal to those specified for the Project.

2.2.5. The Construction Contract, if awarded, will be on the basis of materials and equipment described in the Drawings and Specifications and any changes permitted in any Addenda.

2.3. Bid Security

2.3.1. Bid Security Required - A bid security must accompany each bid. The total amount of the bid on which bid security is to be based shall be the sum of all items of the bid constituting the maximum amount of the possible award to the bidder. The bid security amount must equal at least five (5) percent of the total amount of the bid. The bid security may be in the form of a bid bond or cashier's check.

2.3.2. Form of Bid Security - The bid security may be in the form of a bid bond or cashier’s check.

A bid bond must be issued by a licensed Utah agency on behalf of a surety company licensed to do business in the state of Utah. A cashier’s check must be drawn on a bank doing business in the state of Utah and made payable to Salt Lake City Corporation. No other form of bid security will be accepted. If a cashier’s check is used in lieu of a bid bond, or if the bid bond does not specifically so provide, a certificate from an approved surety company guaranteeing execution of performance and payment bonds in the full amount of the bid must accompany the bid.

2.3.3. Purpose of Submission - The bidder understands and by the submission of a bid security agrees that the bid security guarantees the following: that the bidder will submit a responsive bid, that the bidder will not withdraw the bid for a period of forty-five (45) days after the time and date fixed for bid opening, that the bidder will promptly enter the Contract Documents in their present form with the Owner if an award is made to the bidder, that bidder will provide the bonds and insurance required by the Contract Documents, and that bidder will take all steps necessary to properly execute the Contract Documents. By submission of the bid security, the bidder also agrees that if any of the foregoing requirements are not met, the Owner is entitled to the full amount of the bid security as compensatory damages to the Owner resulting from the failure to meet those requirements. The bidder agrees that the Owner may immediately execute on such security upon bidder’s failure to perform as required.

2.3.4. The Owner will return Bid Securities to all except the three apparent low, qualified responsive and responsible bidders within ten business days after bid opening. The remaining Bid Securities will be returned within three business days after Owner and the successful bidder have executed the Contract Documents, or after all Bids have been rejected. Owner shall have

INSTRUCTIONS TO BIDDERS 00100-5

542610 no obligation with respect to Bid Securities other than to return them in the manner set forth in this paragraph.

2.4. Completing Bid Documents

2.4.1. The General Conditions identify all forms comprising the Bid Documents. Additional copies may be obtained from the Owner. The bidder shall make no stipulations or alterations on the Bid Forms. The bidder must use and execute only the Bid Form and bid Schedules bound in the Bid Documents. The complete Bid Documents (excluding the Drawings) should be submitted as the bidder's bid, and bidder shall complete and submit all forms included in Section 00300 Bid (Bid Form).

2.4.2. The bidder must fill in all items in the Bid Form in ink or by typewriter. If applicable, furnish both the unit and total costs for each item. The total bid price is the full price for the performance of all Work under the Contract Documents. Numbers shall be stated in numeric figures and written form, and prices in written form shall govern over prices in numbers. Bidder shall initial in ink any corrections, interlineations, alterations, or erasures made by the bidder on bidder’s entries in the Bid Documents.

2.4.3. Any work or material which is specified in the Contract Documents or which is necessary because of the nature of the Work, but which is not listed separately in the Bid Schedule shall not be measured or paid for separately. The cost of such work or material shall be considered as included in the Contract Price.

2.4.4. Bids by corporations must be executed in the corporate name by a corporate officer authorized to sign, and be properly attested to as an official act of the corporation. At the Owner's request, authority to sign shall be submitted.

2.4.5. Bids by partnerships or joint ventures must be executed in the partnership or joint venture name and signed by a partner or joint venturer whose title and official address must be shown. If a partnership or joint venture is the low bidder, the partnership or joint venture must also submit evidence to the Owner of the responsibility of the partnership or joint venture as a bidder in the manner directed by the Owner.

2.4.6. Where the bidder is a wholly owned subsidiary of another company, the bid must so state, and the owner or parent corporation also must agree to sign and be bound with the bidder.

2.4.7. All names must be typed or printed under or near the signature. Signatures shall be in longhand.

2.4.8. The bid shall contain an acknowledgment of receipt of all Addenda. The Addenda numbers must be filled in on the Bid Form.

2.4.9. The bidder's address, telephone number, and facsimile number for communications regarding the bid must be shown on the first page of the Bid Form.

2.4.10. The divisions and sections of the specifications, and the identifications of any Drawings, shall not control bidder in dividing the Work among subcontractors or suppliers, or delineating the Work to be performed by any specific trade.

2.4.11. The base bid and/or alternates shall include all Work required to be performed by the Contract

Documents. In the Bid Form, the blank spaces, opposite the correspondingly numbered

INSTRUCTIONS TO BIDDERS 00100-6

542610 alternates, shall be completed by inserting the exact amount to be deducted or added to the Base Bid for that particular alternate.

2.5. Submission of Bids

2.5.1. Bids shall be submitted at the time and place indicated in the Notice to Bidders and should be enclosed in an opaque sealed envelope, marked with the Construction Contract name and number, the name and address of the bidder, and the date and the opening time for Bids. If the bid is sent through the mail or other delivery system, the sealed envelope should be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. It is the sole responsibility of the bidder to deliver the bid before the scheduled time

2.5.2. Alternate Bids, other than those called for in the Bid Form, will not be considered. If called for, the base bid and/or alternates shall include all Work required to be performed by the Contract Documents. In the Bid Form, the blank spaces, opposite the correspondingly numbered alternates, shall be completed by inserting the exact amount to be deducted or added to the base bid for that particular alternate.

2.5.3. No oral, telegraphic, telephonic, facsimile or modified Bids will be considered.

2.6. Modification and Withdrawal of Bids

2.6.1. Bidder may modify a bid prior to the time for bid opening by delivering an original, written notice signed by the bidder clearly setting forth the modification. Upon providing proof of identity, a bidder may withdraw a bid prior to the time for bid opening by physically retrieving the bid, or by delivering an original, signed notice that the bid is withdrawn. Delivery must be made to the attention of Melyssa Trnavskis, Director of Design and Construction Management (the Procurement Official for the Contract), at the addresses set forth in the Agreement and the Notice to Bidders. Proper delivery is solely the responsibility of the bidder. Bid security will be returned upon proper withdrawal of a bid prior to the time for bid opening.

2.6.2. Within 24 hours after Bids are opened, any bidder may file written notice with Melyssa

Trnavskis, Director of Design and Construction Management (the Procurement Official for the Contract), that there was a substantial mistake made in the preparation of its bid. Bidder must thereafter promptly demonstrate bidder's mistake. The Owner has sole discretion to determine whether to permit any modification or withdrawal or the return of any bid security.

2.6.3. When it appears a mistake has been made, or when the Owner desires an assurance of any matter, the Owner may request a bidder to confirm the bid in writing

2.7. Opening of Bids

2.7.1. Bids will be opened and read aloud publicly unless obviously non-responsive. An abstract of the amounts of the base schedule of prices and any alternate schedules will be made available for review after the opening of Bids.

2.7.2. Any Bids received after the time specified in the Notice to Bidders will be returned unopened.

2.8. Bids Subject to Acceptance for 45 Days

2.8.1. All Bids remain subject to acceptance for 45 days after the day of the bid opening. The Owner may, in its sole discretion, release any bid and return the bid security prior to that date.

ARTICLE 3. - QUALIFICATIONS OF BIDDERS

3.1. Qualifications of Bidders

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3.1.1. Within three (3) calendar days of the Owner’s request, a bidder whose bid is under consideration for award shall submit to the Owner the following information for the bidder.

The Owner may request like information on the bidder’s Subcontractors, or bidder's Suppliers or any other information the Owner may require.

1. A current financial statement for the Work (as provided to bonding company);

2. A chronological list of "in progress" and “completed" construction work done by bidder during the last 3 years; including project name, address, owner, contact name, and current telephone number;

3. Present construction commitments other than items listed in paragraph 2 above;

4. Proposed organizational structure such as firm ownership, project manager, progress scheduler, and superintendent for the Work of this Project;

5. Owned and rented equipment which is to be used to do the Work;

6. Investigations, arbitrations, litigations or claims which are pending, threatened, settled or otherwise disposed of within the last three (3) years;

7. Evidence of ability to perform and complete the Work in a manner and within the time limit specified. As a minimum, identify specific experience on projects similar to the Work in physical size, cost, and commercial nature. If the work experiences of the project manager and superintendent designated to construct this project are different than that of the company, provide resumes of their work history. Include their actual project titles and indicate their actual responsibilities on each given project;

8. All matters consistent with federal, state and local Laws and Regulations; and

9. Such other data as may be called for by the Owner.

3.1.2. If bidder believes any information should be held confidential for business reasons, bidder must submit a written claim of business confidentiality for that particular information and include a specific statement of the reasons supporting the claim pursuant to UTAH CODE ANN. § 63-2- 308.

3.1.3. Untimely response or failure to provide the requested information by bidder will release the

Owner of any obligation to further consider the bidder's bid.

3.2. Evaluation of Bids

3.2.1. The Owner reserves the right: to reject any and all Bids or any part thereof; to waive any informalities in the Bid Schedule and elsewhere; to negotiate and agree to Contract items with the successful bidder; to disregard non-conforming, non-responsive, unbalanced or conditional Bids; and to withhold the award for any reason deemed in the best interests of the Owner.

3.2.2. Bidders and all parties associated with the bid must comply with all Laws and Regulations.

Without limitation, the bidder is advised and agrees that the Salt Lake City Procurement Code and Administrative Rules, and the Owner’s Policies, apply to all aspects of this procurement and any subsequent contract. Copies of the same can be viewed at the Owner’s offices Monday through Friday, except holidays, between the hours of 8:00 a.m. and 4:30 p.m., or they can be obtained from the Owner for a charge of ten cents per page. Bidders will be bound to the official Contract Documents, codes, rules, and policies on file.

3.2.3. Owner reserves the right to reject any bid if the Owner believes that it would not be in the best interest of the Project or the Owner. Without limitation, such rejection may be because the bid is not responsive, or the bidder is unqualified or of doubtful ability or bidder fails to meet any other pertinent standard or criteria established by the Owner.

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3.2.4. The Owner may consider all information which the Owner believes is relevant when evaluating a bid, including, without limitation:

1. The qualifications and experience of the bidder and of the Subcontractors, Suppliers, and other persons and organizations proposed (whether or not the bid otherwise complies with the prescribed requirements)

2. Such alternates, unit prices and other data, as may be requested in the Bid Form, Bid Schedule, or written requests issued prior to the Owner's Notice of Intent to Award the Construction Contract.

3. Operating costs, maintenance requirements, performance data, and guarantees of ability to provide the required materials and equipment.

4. Corporate organization and capacity for any party.

5. Ability to perform and complete the Work in the manner and within the time specified.

6. Pending litigation.

7. The amount of the bid.

8. Proper licensing to do the Work in compliance with licensing laws of the state of Utah for contractors and subcontractors.

9. All other relevant matters, consistent, with the Owner’s Procurement Code and

Administrative Rules, other City ordinances, and the Owner’s Policies.

3.2.5. To establish qualifications of the bidder, the Owner may request such data indicated in the Bid Documents, conduct such investigations as the Owner deems appropriate, and consider any other information (whether obtained from the bid, the bidder, or any other source).

3.2.6. If the Construction Contract is to be awarded, it will be awarded to the lowest responsive, qualified, and responsible bidder as determined by the Owner. Alternates may be accepted depending upon availability of the Owner’s funds and as determined by the Owner. Accepted alternates will be considered in determining the lowest responsive, qualified, and responsible bidder.

3.2.7. Evaluation of Bid Schedules will include the following, without limitation:

1. Discrepancies in the multiplication of quantities of Work items and unit prices will be resolved in favor of the unit prices, and the Owner may correct errors in extending unit prices.

2. Prices written out in words shall govern over prices written out in numbers.

3. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum.

4. Bids shall not contain any recapitulations of or changes in the work to be done.

3.2.8. The Owner, in the Owner’s sole discretion, shall make determinations as to disqualification of bidders or rejection of Bids. Such matters may include, without limitation, submission of more than one bid by the bidder (whether under the same or different names); evidence of collusion among bidders; other commitments of bidder which, in the Owner’s sole judgment, might hinder the Work; previous defaults, bid irregularities when not waived in the best interests of the Owner, delays or poor performance by bidder on any project; official action against bidder;

and any other cause which, in the Owner’s sole discretion and judgment, is sufficient to justify disqualification of a bidder or rejection of a bid.

3.3. Subcontractors, Suppliers and Others

3.3.1. Bidder shall not subcontract more than 75 percent of the dollar value of the total contemplated Work (exclusive of the supply of materials and equipment to be incorporated in the Work) without the Owner's prior written approval.

INSTRUCTIONS TO BIDDERS 00100-9

3.3.2. The Owner has determined that the following person or firms may not participate in the solicitation due to conflicts arising from their prior services to the Owner: None

3.4. Contract Security and Other Submittals

3.4.1. Performance Bond and Payment Bond - The Owner's requirements as to Performance and Payment Bonds are as set forth in the bonds themselves and elsewhere in the Contract Documents.

1. The form of the Bonds should be carefully examined by the bidder.

2. When the successful bidder delivers the executed Construction Contract to the Owner, it must be accompanied by the required Performance and Payment Bonds.

3.4.2. Subcontractor and Supplier Report - The apparent low bidder shall submit this report form within 24 hours of the Owner’s request to do so. The form shall list the name and address, and contract amount of each subcontractor who will perform work or labor or render service to the bidder at the site of the Work, or a subcontractor who, off the job site, will specifically fabricate a portion of the Work or improvement according to detail Drawings. Include professional or consultant services, construction, purchase of materials or supplies, lease or purchase of equipment and any other types of services. In each instance, the nature and extent of the Work to be sublet shall be described. Bidder must have the written consent of the Owner to substitute for any of the subcontractors or suppliers designated or to employ any subcontractor or supplier that is not listed. The failure of the Contractor to specify a subcontractor, or the listing of more than one subcontract for the same portion of the Work, constitutes an agreement by the Contractor that he or she is fully qualified to perform that portion, and that the Contractor shall perform that portion.

3.4.3. Contractor Status Report - One completed form shall be submitted at the time of bid.

3.4.4. Other Information - When a determination has been made to award the Construction Contract, bidder is required, prior to the award or after the award, or both, to furnish such other information as the Owner requests.

3.4.5. The Total Contract Price identified in the Agreement represents the cost of the Work that is to be paid by the Owner to the Contractor.

3.4.6. If the Owner makes an award, a Notice of Intent to Award will be issued to the low, qualified, responsible and responsive bidder whose bid is most advantageous to the Owner, price and other factors considered.

3.5. Signing of Agreement

3.5.1. Within five (5) working days after the Owner gives Notice of Intent to Award the Construction Contract to the successful bidder, the bidder shall pick up, sign and return the required number of copies of the Construction Contract to the Owner, including the required bonds and insurance. A minimum of six (6) originals will be signed. One executed original will be returned to the bidder. Bidder shall comply with all execution requirements.

3.5.2. All of bidder’s executions and submittals must be delivered to the Owner before Owner will execute the Construction Contract. The Construction Contract will not be deemed awarded and shall not be binding on the Owner until it has been approved and executed by the Owner, and a fully executed copy is formally delivered to the Contractor. The Owner reserves the right to rescind its Notice of Intent to Award without liability, except for the return of bidder’s bid

INSTRUCTIONS TO BIDDERS 00100-10

542610 security, at any time before the Construction Contract has been fully executed by all parties and delivered to the Contractor.

3.5.3. Transfers, delegations, or assignments of interests in the Contract Documents are prohibited, unless prior written authorization is received from the Owner.

3.5.4. At the time of bidding, and the signing of the Contract, and at all times during the Work, bidder shall be properly licensed to do the Work and shall be in compliance with the license laws of the state of Utah, Salt Lake City, and Salt Lake County. The bidder also shall require all Subcontractors to do the same.

3.5.5. If a bidder fails to fully and properly execute the Construction Contract and provide all submittals required therewith within five (5) working days after the date of the Notice of Intent to Award, the Owner may elect to rescind the Notice of Intent to Award, and the Owner shall be entitled to the full amount of bidder’s bid security, not as a penalty, but in liquidation of and compensation for damages sustained. In the Owner’s sole discretion, a Notice of Intent to Award may then be provided to the next lowest, qualified responsive and responsible bidder whose bid is most advantageous to the Owner, price and other factors considered.

ARTICLE 4. - BID SUBMITTALS AND EFFECT OF SUBMISSION

4.1. Required Submittals for this Bid

4.1.1. The complete Bid Documents must be submitted with this Bid. Bidder will make no recapitulations, stipulations, alterations, alternate submissions, or modifications in any manner to any of the Contract Documents.

4.1.2. Bidder must submit a bid by completing and submitting all of the Bid Form Documents, which are:

1. The Bid portion of the Bid Form which is included in these Contract Documents, which shall be in the form of a lump sum, or in the form of unit pricing pursuant to the Bid Schedule, as called for in the Bid Form.

2. The form “Article 4 - Contractor Status Report,” which is attached as a part of the Bid Form.

OPTIONAL

3. The form “Article 6 - Value-Based Procurement Program”, which is part of the Bid

Form. Participation by a bidder in the Value-Based Procurement Program is voluntary, and failure to complete the Article 6 form shall not render a bid non-responsive. See Article 6 in Section 00300 for further details on the Value-Based Procurement Program.

4.1.3. The bidder must submit a bid bond that conforms to the requirements of the Bid Documents.

If the bidder submits a certified check in lieu of a bond, the bidder must also submit the form “This Form is to be Used when a Cashier’s Check is Submitted in Lieu of Bid Bond” which is attached as a part of the Bid Form.

4.1.4. After bid opening, the apparent low bidder must submit the following at the times specified:

1. The form “Subcontractor and Supplier Report,” Document 00430. The Contractor shall submit the form within 24 hours of the Owner’s request to do so.

2. If requested by the Owner, the bidder shall sign and submit a non-collusion affidavit covering the bidder and all subcontractors on the Owner’s form.

4.2. Effect of Submitting a Bid

INSTRUCTIONS TO BIDDERS 00100-11

542610

4.2.1. Bidders are responsible to carefully examine the Contract Documents, visit the site, and fully inform themselves so as to include in the bid a sum to cover the cost of all items. Bidder agrees that bidder’s failure or omission to receive or examine any form, instrument, addendum or other document, visit the site and become acquainted with existing conditions, or attend any pre-bid Conference, shall in no way relieve any bidder from any obligations with respect to bidder’s bid or the Construction Contract.

4.2.2. The submission of a bid constitutes a representation that bidder has complied with all requirements of the Bid Documents, that the bid is premised on properly performing and furnishing the Work required by the Contract Documents within the times specified therein, that bidder is informed of the conditions to be encountered and the character, quality and quantities of the Work, that bidder believes the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Submission of a bid constitutes bidder’s agreement to all of the terms, conditions and provisions of the Bid Documents.

4.2.3. Submission of a bid constitutes an agreement that the bidder will enter the Contract

Documents in the form presented in connection with the bid. Bidders should carefully examine all Contract Documents, including the required bonds and insurance to be provided by the bidder.

1. Bidder’s agreement includes an agreement to provide the Performance Bond and

Payment Bond in the form provided, and in accordance with the requirements set forth in the General Conditions.

2. The Performance Bond is a guarantee of faithful performance of the requirements of the Contract Documents, including all applicable warranties. The Payment Bond is a guarantee of payment of all labor, materials, or supplies used directly or indirectly in the prosecution of the Work provided in the Construction Documents.

3. The sum of the Performance Bond and the Payment Bond shall be increased or decreased during the course of the Work in the event that Contract Modifications, Change Orders, or Addenda increase or decrease the total contract price. The sum of each bond shall be in an amount equal to the completed contract price at the completion of the Work.

4. Owner does not provide any release of Performance Bonds or Payment Bonds. The bonds are in effect throughout all periods during which a suit may be brought under the provisions of applicable law.

4.2.4. By the submission of any bid, bidder represents that the matters stated therein are true and correct.

END OF SECTION 00100

SECTION 00220 - GEOTECHNICAL DATA (not a contract document)

PROJECT NO.: 542610

CONTRACT NO.: CA-007522

No. of

Description Pages

GEOTECHNICAL DATA SECTION 00220-1

RENTAL CAR OVERFLOW STORAGE LOT IMPROVEMENTS

Geotechnical Investigation - 28

Rental Car Overflow

Storage Lot Improvements

SLCDA Project No. 542610

Salt Lake City, Utah

Geotechnical Investigation

MEMORANDUM

To: Matt Spencer, Project Manager (SLCIA)

From: Jacob S. Price, P.E., RB&G Engineering, Inc.

Date: February 19, 2026

Introduction

As requested, a geotechnical investigation has been performed for the Rental Car Overflow

Storage Lot Improvements project located at the southwest corner of the intersection of 2400

West and North Temple in Salt Lake City, Utah. Figure 1 is a vicinity map showing the site location in relation to the surrounding area and Figure 2 is a site plan showing the approximate test hole locations. The test hole log and summary of test data are included herewith.

The terrain is relatively flat throughout the project, with the ground surface sloping less than 2% downward toward the west. As seen in Figure 2, much of the site consists of an old parking lot with severely cracked asphalt pavement. A review of the historical aerial imagery on Google Earth shows that the parking lot on the west side was constructed prior to 1994, with a building previously located on the south side. The building was demolished between 2007 and 2009, and the northeast parking area was rehabilitated in 2017. Unpaved portions of the project area are vegetated sparsely with native grasses. Existing stormwater basins are located on the southeast and southwest sides of the project area.

The project improvements include full-depth reclamation of the existing asphalt pavement, and construction of 7.8 acres of parking and storage areas to be surfaced with asphalt millings for rental car companies. A conceptual site plan for the project provided by SLCDA is attached for reference.

02/19/2026

RB&G ENGINEERING, INC.

Provo, Utah Page 2 of 6

Investigation

A geotechnical investigation consisting of 5 borings and 3 Dynamic Cone Penetrometer (DCP) tests was performed for the project. The boring locations were determined in coordination with

SLCDA and Ardurra, the design engineer. The borings were drilled to a depth of 10 feet, and the

DCPs extended 4 to 5 feet below the surface. The approximate latitude and longitude for each test hole based on handheld recreation grade GPS are shown on the logs.

The borings were drilled using a CME-55 rotary drill rig using NW casing and a tri-cone drill bit with water as the drilling fluid. Standard penetration test samples were obtained using a 2.0-inch or 2.5-inch (outside diameter) split spoon sampling tube driven a depth of 18 inches using an automatic trip hammer that drops a 140-lb weight from a height of 30 inches. The blow counts shown on the boring logs represent the number of blows required to drive the sampling spoon through each six inches of penetration. Relatively undisturbed samples of cohesive soils were obtained at selected depths by pushing a thin-walled sampling tube into the subsurface material using the hydraulic pressure on the drill rig.

The water level in the borings was measured 1.9 to 3.2 ft below the surface after drilling. These measurements are likely to be influenced by drilling fluid, and the depth to the shallow static groundwater level may be somewhat greater than would be suggested by the depth to water measured after drilling.

Boring 26-B1 and DCP 26-D1 were performed near where a structure was previously located in the southwest portion of the project site. Boring 26-B1 encountered about 3 ft of fill consisting of silty sand with gravel (SM) and silty gravel with sand (GM), underlain by about 18 inches of silty clayey sandy (SC-SM) followed by soft lean clay (CL). The top 9 inches of DCP 26-D1 was very soft / loose, but the underlying material was generally dense to a depth of about 5 feet below the surface with an average DCP index of 0.5 inch/blow and average correlated in situ CBR value of

18.

Boring 26-B2 and DCPs 26-D2 and 26-D3 were performed in areas that are not currently and do not appear to have previously been paved on the east side of the project. Boring 26-B2 encountered two feet of firm sandy silty clay (CL-ML) underlain by soft lean clay and lean clay with sand (CL). The two DCPs in this area extended to a depth of about 4 ft and encountered 2 to 4 inches of very soft material underlain by material that had a DCP index ranging from 0.5 to

2.7 inches per blow with an average of about 1 inch per blow. This average DCP index correlates to an average in situ CBR value of about 6.0. Bulk samples were taken of the native material at the locations of 26-B2 and 26-D3 by hand digging below the organics.

Provo, Utah Page 3 of 6

Borings 26-B3 through 26-B5 were performed in paved areas. These borings encountered 4 to 6 inches of asphalt underlain by about 1 ft of fill in 26-B3 and about 1.5 ft of fill in 26-B4 and 26-B5.

The fill consisted of silty sand with gravel (SM) and silty gravel with sand (GM). Native material underlying the fill generally consisted of very soft to soft sandy silty clay to a depth of about 3.5 ft underlain by very soft to firm lean clay. Boring 26-B3 encountered silty sand (SM) from about 9 to

10 feet, and Boring 26-B4 encountered sandy silt (ML) in the sample from 8.5 to 10 feet.

Testing

Three samples of fill material were tested in the laboratory. The moisture content ranged from 7.3 to 8.2 percent and averaged 7.8 percent. The samples tested had 29 to 48 percent gravel with an average of 39 percent gravel, 39 to 50 percent sand with an average of 43 percent, and 13 to 21 percent fines passing the No. 200 sieve with an average of 18 percent.

Eight samples of fine-grained soil classifying as lean clay and sandy silty clay were tested in the laboratory. These samples had Liquid Limits ranging from 18 to 42 with an average of 29, and

Plasticity Index ranging from 4 to 17 and averaging 11. The material had 51 to 99 percent fines passing a No. 200 sieve with an average of 83 percent, 1 to 47 percent sand sized particles with an average of 16 percent, and up to 2 percent gravel sized particles. The moisture content ranged from 14.3 to 36.5 percent with an average of 26.7 percent. The in situ dry density tests on 5 samples ranged from 85.1 to 94.1 pcf with an average of 89.7 pcf. These 5 samples had unconfined compressive strengths of 688 to 1,419 psf with an average of 1,077 psf, corresponding to an average undrained shear strength of about 540 psf. Nine miniature vane shear tests

(Torvanes) were performed on samples of the native clayey material with undrained shear strengths of 0.05 to 0.2 tsf with an average of 0.13 tsf (254 psf).

The maximum dry density in the two bulk samples of sandy silty clay was 108.8 and 119.3 pcf at

26-B2 and 26-D3, respectively, as determined by ASTM D 698 (standard Proctor), with optimum moisture contents of 17.3 and 12.4 percent.

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