DRAPER CITY CORPORATION

ENGINEERING DIVISION

DRAPER, UTAH 84020

TELEPHONE: (801) 576-6585

FACSIMILE: (801) 576-6388

www.draper.ut.us May 26, 2026

CONTRACT DOCUMENTS FOR THE

HIGHLAND DR & 14600 SOUTH

INTERSECTION IMPROVEMENTS

PROJECT

http://www.draper.ut.us/

HIGHLAND DR & 14600 SOUTH INTERSECTION IMPROVEMENTS

TABLE OF CONTENTS

SECTION I LEGAL AND PROCEDURAL DOCUMENTS

Invitation to Bid Bidder Information

a. Bid Submittal

b. Site Examination

c. Required Bonds

d. Contract Award

e. Notification

f. Subcontractors

g. Standard Form Construction Agreement

h. Sources of Information

i. Confidentiality

j. Pre-Bid Conference

k. Question Submission Period

Proposal Response Cover Sheet Additional Instructions to Bidders Proposal Sheet Bid Schedule Measurement and Payment Questionnaire and Statement of Qualifications Bid Bond Payment Bond Performance Bond Conditional Notice of Award Construction Agreement Example Notice to Proceed Change Order Partial Payment Request Example Preconstruction Conference Agenda Financial Disclosure to City Council Full and Final Release Project Acceptance for Maintenance Final Project Acceptance

SECTION II SPECIFICATIONS

SECTION GC-A – GENERAL CONDITIONS – CONSTRUCTION PROJECTS

Part 1 – General Terms GC-A – 1 Part 2 – Control of the Work GC-A – 9

Part 3 – Control of Materials GC-A – 16 Part 4 – Legal Relations and Responsibilities to the Public GC-A – 19 Part 5 – Prosecution and Progress GC-A – 23 Part 6 – Measurement and Payment GC-A – 28 Part 7 – Disputes and Appeals GC-A – 29

STANDARD SPECIFICATIONS

DIVISION 1 – GENERAL REQUIREMENTS

Section 12 – Traffic Control 12 – 1 Section 01035 – Field Survey Referencing Procedures 01035 – 1 Section 01041 – Project Coordination 01041 – 1 Section 01050 – Construction Surveying and Field Engineering 01050 – 1 Section 01515 – Watering 01515 – 1 Section 15 – Detour Construction and Facilities 15 – 1 Section 01620 – Storage and Protection 01620 – 1 Section 01705 – Contract Closeout Procedures 01705 – 1 Section 01720 – Project Record Documentation 01720 – 1 Section 01820 – Material Testing 01820 – 1

DIVISION 2 – SITE WORK

Section 02016 – Protecting and Relocating Utilities 02016 – 1

Section 02115 – Concrete and Asphalt Pavement Removal 02115 – 1 Section 02121 – Structures and Obstructions Removal 02121 – 1 Section 02230 – Granular Materials, Flowable Fill, and Topsoil 02230 – 1 Section 02240 – Backfill, Compaction, and Embankment 02240 – 1 Section 02438 – Structures to Finish Grade 02438 – 1

Section 02503 – Bituminous Paving Course 02503 – 1 Section 25 – Tack Coat 25 – 1 Section 02513 – Bituminous Concrete Paving Materials 02513 – 1 Section 02577 – Pavement Marking – At Grade 02577 – 1

Section 02961 – Rotomilling 02961 – 1

DIVISION 3 – CONCRETE

Section 03000 – Concrete Work 03000 – 1

Section 03050 – Concrete Curb, Gutter, Sidewalk, and Drive Approaches 03050 – 1

Section 03100 – Concrete Formwork 03100 – 1 Section 03250 – Concrete Curing Compound and Joint Fillers 03250 – 1

Section 03300 – Cast-in-Place Concrete 03300 – 1

SECTION III PROJECT DRAWINGS

SECTION I

LEGAL AND PROCEDURAL DOCUMENTS

DRAPER CITY CORPORATION

ENGINEERING DIVISION

1020 EAST PIONEER ROAD

DRAPER, UTAH 84020

TELEPHONE: (801) 576-6546

FACSIMILE: (801) 576- 6388

www.draperutah.gov May 26, 2026

REQUEST FOR BIDS

FOR THE HIGHLAND DR & 14600 SOUTH INTERSECTION

IMPROVEMENTS PROJECT

The scope of this project will be to provide all the labor, materials, tools and equipment necessary to remove roadway improvements and widen roadway complete with curb and gutter, asphalt and drainage improvements on Minuteman Drive and resurface the intersection of Minuteman and 14600 S/Highland Drive as described in the project plans and specifications.

Bid documents and specifications will be posted to the Utah Public Procurement Place (U3P), PURCHASING.UTAH.GOV on or before Wednesday, May 27, 2026 at 10:00 AM. A 5% Bid Bond will be required.

The Engineering Division will receive electronic responses on PURCHASING.UTAH.GOV until 2:00 PM on Friday June 12th, 2026. Responses received after this time will not be accepted.

Responses will be opened by Draper City staff and will be promptly posted to the Utah Public Procurement Place (U3P) website within 24 hours of the above-stated time and date, with only the names of the firms submitting responses and their total bid amounts being presented.

Preliminary bid results will be located within the Q&A section of the said project on U3P.

Questions concerning the scope of work, response submittal, or process should be directed to us electronically through U3P before 5:00 PM on Thursday June 11th, 2026.

The City is not responsible for expenses incurred prior to award by the City Council. Draper City reserves the right to reject any and all responses and to waive any irregularities, informalities, or technicalities deemed in the best interest of the City.

We look forward to receiving your response.

Respectfully, Eric Lundell, Project Manager

Bidder Information

A.BID SUBMITTAL

Submit the bid through UTAH PUBLIC PROCUREMENT PLACE (U3P)

Submission Deadline: 2:00 PM on Friday, June 12th, 2026.

Bids received after the deadline will not be considered.

Bids will be opened electronically and the names of the bidders responding to the Request for Bids will be available online immediately thereafter. Bids and Bid Bonds will then be checked by the Engineer.

B. SITE EXAMINATION

Bidders should carefully examine the drawings and specifications including addenda prior to the formal bid opening. Bidders should also visit the site of the work to become fully informed of all existing conditions and limitations. Any interpretation of the proposed documents will only be made by addenda duly issued and a copy of such addenda will be made available prior to bid opening to each plan holder that has filled out and submitted the Response Cover Sheet.

C. REQUIRED BONDS

Bids must be accompanied by the photocopy of a bid bond payable to Draper City (OWNER) for five percent of the total amount of the bid. An original copy of the bid bond will be requested from the lowest responsible bidder. When the contract is executed, and the OWNER receives the performance, payment, and all other required bonds, the bid bond of the successful bidder will be returned. A certified check made payable to OWNER may be used in place of the bid bond.

A performance and payment bond, each in the amount of 100 percent of the contract price, with a corporate surety approved by the owner, will be required to ensure faithful performance of the contract. The duration of the performance and payment bond shall be one year after the anticipated completion date of the project.

Attorneys-in-fact whom sign the bid bond and performance and payment bond must file with each bond a certified and effective dated copy of their power of attorney signed with original signatures or facsimile.

The party to whom the contract is awarded will be required to provide the performance, payment and all other required bonds (including certificates of insurance), within ten calendar days from the date when Notice of Award is delivered to the bidder.

The party to who the contract is awarded will be required to execute the agreement within ten calendar days from the date when the Construction Agreement is delivered to the bidder. If bidder fails to execute the contract, the owner may consider the bidder in default, in which case the bid bond accompanying the bid shall become property of the owner.

D. CONTRACT AWARD

It is the intent of Draper City to award the contract based upon the lowest and most responsible bidder provided that the bid has been submitted in accordance with the requirements stated in the solicitation documents. The experience and responsibility of the contractor will ultimately be a determining factor in the contract award.

Furthermore, a contractor's previous experience with the city, including but not limited to contract change orders, failure to meet deadlines, relationships with the public, workmanship and materials, and/or claims or legal issues, will also be included in the consideration of the lowest bid when awarding the contract.

E. NOTIFICATION

After formal award of the project, verification of the bonds, and execution of the agreement, the contractor will then receive the Notice to Proceed, which will establish the date that work will begin under the contract. The work on this Project shall commence within 10 days of receipt of the Notice to Proceed. The work shall be completed within a maximum of 75 calendar days of Notice to Proceed. All work stoppages due to inclement weather conditions and other factors must be verified by the Project Manager. Work stoppages due to equipment failure will not be the responsibility of Draper City. Failure to comply with the project schedule will result in liquidated damages as specified in the agreement.

F. SUBCONTRACTORS

The bid submittal shall include a list of subcontractors to be used on the project. This list shall be binding upon the contractor, however, Draper City has the right to reject any or all subcontractors listed which the City feels is unqualified to do the work.

G. STANDARD FORM CONSTRUCTION AGREEMENT

An example form of the standard construction agreement to be executed has been attached to these bid documents. The agreement is only an example for informational purposes and is subject to change based on the circumstances of this particular project.

H. SOURCES OF INFORMATION

For information concerning Request for Bid procedures and regulations (i.e., submission deadline, forms required, etc.), or Americans with Disabilities (ADA) accommodations, interested parties may contact Todd Hammond: 801-576-6336;

email: todd.hammond@draper.ut.us

I. CONFIDENTIALITY

All responses, inquiries, and correspondence relating to this Request for Bids and all reports, charts, displays, schedules, exhibits, and other documentation produced by the bidder that is submitted to Draper City, as part of the bid or otherwise, shall become the property of Draper City when received by Draper City and may be considered public information under applicable law. Draper City is subject to the disclosure requirements of the Government Records Access and Management Act, (“GRAMA”)Title 63, Chapter 2, Utah Code Annotated. Draper City generally considers bids and all accompanying material to be public and subject to disclosure. Any material considered by the bidder to be proprietary must be accompanied by a written claim of confidentiality and a concise written statement of reasons supporting the claim as required by GRAMA §§63- 2-304 and 308. Blanket claims that the entire Request for Bids is confidential will be denied. Draper City cannot guarantee that any information will be held confidential. If the bidder makes a claim of confidentiality, Draper City, upon receipt of a request for disclosure, will determine whether the material should be classified as public or protected, and will notify the bidder of such determination.

The bidder is entitled under the GRAMA to appeal an adverse determination.

Draper City is not obligated to notify the bidder of a request, and will not consider a claim of confidentiality, unless the bidder’s claim of confidentiality is made in a timely basis and in accordance with the GRAMA.

REPRESENTATION REGARDING ETHICAL STANDARDS FOR DRAPER CITY OFFICERS

AND EMPLOYEES AND FORMER DRAPER CITY OFFICERS AND EMPLOYEES

The bidder certifies that it has not: (1) provided an illegal gift or payoff to a Draper City officer or employee or former Draper City officer or employee, or his or her relative or business entity; (2) retained any person to solicit or secure this contract upon an agreement or understanding for a commission, percentage, brokerage or contingent fee, other than bona fide employees or bona fide commercial selling agencies for the purpose of securing business; or (3) knowingly influenced, and hereby promises that it will not knowingly influence, any Draper City officer or employee or former Draper City officer or employee to breach any ethical standards set forth in Draper City’s conflict of interest policy or any of the provisions of Utah code title 67 Chapter 16.

J. Pre-Bid Conference A pre-bid conference has not been scheduled for this project.

K. Question Submission Period

All questions regarding this project must be submitted electronically through U3P on or before 5:00 PM on Thursday, June 11th, 2026.

Draper City reserves the right to reject any or all bids and to waive minor technicalities and irregularities in bids received, and/or to accept any portion of the offer if deemed in the best interest of Draper City. Failure of bidder to provide, in its bid, any information requested in the Request for Bids may result in rejection for non-responsiveness.

ADDITIONAL INSTRUCTIONS TO BIDDERS

1. Interpretation of Specifications. If the intent or meaning of the technical specifications is unclear or requires further clarification and/or additional information please submit a written request for information by email.

Specifications have been updated from the previous published version.

2. Material Testing. In Section 01820, “Material Testing”, Part 1.03 B, of the

Standard Specifications, the City chooses to perform the “Acceptance Testing” at the City’s expense. All remaining applicable specifications in Section 01820 “Material Testing” will be the Contractor’s responsibility.

3. Traffic Control Specification. Section 12 – Traffic Control included in these

Contract Documents replaces Section 01554 “Traffic Control” of the Draper City Standard Specifications.

4. UDOT Requirements. Because traffic control will impact the I-15 interchange, contractor will be responsible for obtaining an encroachment permit from UDOT. All fees, drawings, and other related costs associated with this work shall be included in the bid item for Traffic control.

5. Microsurface. Microsurface treatment must be placed on either a Sunday or performed as night work. Contractor must also coordinate with the pits near the project area to ensure no conflicts with the proposed work.

6. Project Dates and Liquidated Damages. Work is to begin no later than July 13th, 2026. This will result in substantial completion date of September 26th, 2026. Liquidated Damages for late completion are $2,000 per day.

7. Structures to Finish Grade. No payments for tons of hot mix asphalt will be made until all utility structures, within the limits of the area where the requested tonnage of hot mix asphalt was placed, are raised to grade per Section 02438, “Structures to Finish Grade’, of the Standard Specifications.

8. Pavement Striping and Marking. All striping and pavement marking identified on the plans and as directed by the Engineer shall be applied twice at the application rates called out in Section 02577, “Pavement Marking – At Grade”, Part 3.02 D of the Standard Specifications.

9. Construction Staking. Construction staking will be provided by Sunrise Engineering and Surveying, one time, at the City’s expense. After the one time staking is performed, any additional staking requested will be paid for by the Contractor. The Engineer will coordinate with the contractor to order the one time construction staking as it becomes necessary.

BIDDER TERMS AND CONDITIONS

1. The undersigned Bidder proposes and agrees, if this bid is accepted, to enter into an Agreement with Owner in the form included in the Contract Documents to complete all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the Contract Documents.

2. Bidder accepts all of the terms and conditions of the Bidder Information.

Bidder accepts responsibility for all control, testing and acceptance of materials as per Draper City Specifications

Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work on time.

3. The terms used in this Bid which are defined in the provisions of the

Construction Agreement or General Conditions included as part of the Contract Documents have the meanings assigned to them in the Construction Agreement or General Conditions.

Include in lump sum or unit price all labor, materials, tools, equipment, and required testing for the work described in the plans and specifications. Bids shall include sales tax and all other applicable taxes and fees. All work shall conform to the Draper City Standard Specifications and Details for Municipal Construction, latest edition

BID SCHEDULE

The Bid Schedule contains the schedule of prices that will be incorporated into the Agreement by reference. BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the indicated unit prices or lump sum prices. Measurement shall be made in the units or lump sums shown on the bid schedule.

Bid Item Description Quantity Unit Unit Cost Item Total

Schedule A

1 Storm Water Pollution Prevention 1 LS

2 Traffic Control System 1 LS

3 Clearing and Grubbing 1 LS

Roadway Asphalt Removal (3" Depth Assumed) 7365 SF

Roadway Asphalt Removal (6" Depth Assumed) 1870 SF

6 Concrete Flatwork Removal 745 SF

7 Curb and Gutter Removal 595 LF

8 Concrete Median Removal 17 LF

9 Roadway Excavation 752 CY

10 Remove Concrete Drainage Structure Lid 1 Ea

11 Modify Existing Cleanout Box 1 Ea

12 4’x4’ Catch Basin 2 Ea

13 3’x3’ Catch Basin 2 Ea

14 15” Reinforced Concrete Pipe 488 LF

15 Concrete Sidewalk 715 SF

24"x48" Cast Iron Detectable Warning Plate 2 Ea

17 Concrete Curb & Gutter 1063 LF

18 Plowable End Section 1 Ea

19 Granular Borrow 347 CY

20 Untreated Base Course 232 CY

21 Highly Modified Hot Mix Asphalt (PG 76-34) 503 Ton

22 Manhole to Finish Grade 1 Ea

23 Water Valve to Finish Grade 1 Ea

24 Micro-Surface 105500 SF

25 Street Sign Relocations 3 Ea

26 Flexible Object MarkerObject Marker 1 Ea

27 Pavement Striping and Marking 1 LS

28 Rip-Rap Swale (removal and reinstallation) 1 LS

29 Landscape Restoration 1 LS Grand Total

ENTER PRICES FOR EACH LINE ITEM AS INSTRUCTED ON U3P. DO NOT SUBMIT THIS

BID SCHEDULE.

MEASUREMENT AND PAYMENT

A. Measurement and calculation of quantities for payment to be as indicated in this section.

B. Unit prices or lump sum amounts to include full compensation for furnishing all labor, materials, products, tools, equipment, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit, and doing all work shown on the Drawings, defined in the Specifications, and/or stipulated herein.

C. Payment covers the cost of incidental work which includes: progress schedule; QC program; mobilization; temporary facilities; erosion control measure during construction; construction surveying; materials testing; saw cutting, removal and disposal of existing trench pavement;

unclassified excavation; pot hole excavations; trench excavations;

trench shoring or trench boxes as applicable; removal and disposal of waste materials; trench dewatering; miscellaneous dewatering; pipe zone material; select import fill material (where needed); compaction of trench backfill materials; compaction density testing; construction water; dust control; traffic control; managing storm water runoff during construction; removing and replacing fencing impacted by construction; constructing needed temporary access to construction areas; monument restoration; road base restoration; repairing existing utilities damaged upon construction; protecting cast-in-place concrete from extreme weather; replacing top soil on trench area in unimproved areas; repairing existing clay curtain if disturbed during construction;

removal and replacement of landscape materials irrigation systems equal to or better than existing if damaged by the CONTRACTOR’S operations and all other damages to existing improvements resulting from the completion of the specified Contract Work; supporting existing utilities extending through trench section; coordinating utility relocations to be performed by others; demobilization; site cleanup; and all other necessary work, to install the Work complete in place.

D. BID ITEM DESCRIPTIONS

1. Storm Water Pollution Prevention Plan (SWPPP) Storm Water Pollution Prevention Plan shall consist of work and operations, including but not limited to, all work involved in developing and implementing a storm water pollution prevention plan (SWPPP), as well as the implementation of construction site best management practices (BMP’s) for sediment control, tracking control, non-storm water management, waste management, and materials pollution control and all other methods used to control water pollution effectively during construction as identified in the SWPPP. The SWPPP shall include temporary concrete washout, inlet protection, and any BMP’s the Contractor deems necessary above and beyond those items cited in this description.

Within five (5) calendar days of the Conditional Notice of Award, the Contractor shall provide the Engineer with the proposed SWPPP and proof of the Notice of Intent (NOI) filed with the State of Utah. The Engineer will have two (2) working days to review the SWPPP and return it with an approval or denial. If denied, the Contractor will then have one (1) calendar day to re-submit the SWPPP. If necessary, after the allotted time set forth herein, each re-submittal and review will be allotted one calendar day until a written approval is provided by the Engineer.

The contract lump sum price paid for storm water pollution prevention plan shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in developing and implementing the SWPPP as specified herein and as directed by the Engineer.

2. Traffic Control System Traffic control system shall conform to the provisions in Section 12, “Traffic Control,” of these contract documents, and Section 01575, “Detour Construction and Facilities,” of the Standard Specifications.

Traffic Control System shall consist of work and operations, including but not limited to, all work involved in developing and implementing a Traffic Control Plan.

Within ten (10) calendar days of the Conditional Notice of Award, the Contractor shall provide the Engineer with the proposed Traffic Control Plan. The Engineer will have two (2) working days to review the Traffic Control Plan and return it with an approval or denial. If denied, the Contractor will then have one (1) calendar day to re-submit the Traffic Control plan. If necessary, after the allotted time set forth herein, each re-submittal and review will be allotted one calendar day until a written approval is provided by the Engineer.

Traffic control shall include any costs associated with UDOT permitting.

The contract lump sum price paid for traffic control system shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in traffic control system as specified in the Standard Specifications and as directed by the Engineer.

3. Clearing and Grubbing

Clearing and Grubbing shall conform to the provisions in Section 02220, “Excavation,” and Section 02020, “Clearing and Grubbing,” of the Standard Specifications and these special provisions.

Clearing and Grubbing shall include removal of all landscaping features and objectionable material and structures not identified and quantified on other bid items.

4. Roadway Asphalt Removal (3” Depth Assumed) Roadway Asphalt Removal shall conform to the provisions in Section 02115, “Concrete and Asphalt Pavement Removal”, and Section 02220, “Excavation”, of the Standard Specifications and these special provisions.

Quantities of Roadway Asphalt Removal will be computed by means of average areas and distances between these areas. If it is impossible or impractical to measure quantities of roadway excavation by means of average areas, the Engineer will compute the quantities of material excavated by a method which in the Engineer’s opinion is best suited to obtain an accurate determination. Quantities of Roadway Asphalt Removal, as specified herein, will be paid for at the contract price per square foot. That price shall include milling, excavating, hauling, and legal disposal.

The above price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing Roadway Asphalt Removal work completely as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

5. Roadway Asphalt Removal (6” Depth Assumed) Roadway Asphalt Removal shall conform to the provisions in Section 02115, “Concrete and Asphalt Pavement Removal”, and Section 02220, “Excavation”, of the Standard Specifications and these special provisions.

Quantities of Roadway Asphalt Removal will be computed by means of average areas and distances between these areas. If it is impossible or impractical to measure quantities of roadway excavation by means of average areas, the Engineer will compute the quantities of material excavated by a method which in the Engineer’s opinion is best suited to obtain an accurate determination. Quantities of Roadway Asphalt Removal, as specified herein, will be paid for at the contract price per square foot. That price shall include milling, excavating, hauling, and legal disposal.

The above price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing Roadway Asphalt Removal work completely as shown on the plans, as specified in the

6. Concrete Flatwork Removal Concrete Flatwork Removal shall conform to the provisions in Section 02115, “Concrete and Asphalt Pavement Removal”, and Section 02220, “Excavation”, of the Standard Specifications and these special provisions.

Quantities of Concrete Flatwork Removal to be paid for will be measured by the square foot of flatwork removed. The contract price paid per square foot of Concrete Flatwork Removal shall include excavating, hauling, and legal disposal. The above price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing Concrete Flatwork Removal work completely as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

7. Curb and Gutter Removal Curb and Gutter Removal shall conform to the provisions in Section 02115, “Concrete and Asphalt Pavement Removal”, and Section 02220, “Excavation”, of the Standard Specifications and these special provisions.

Quantities of Curb and Gutter Removal to be paid for will be measured by the linear foot of curb and gutter removed. The contract price paid per linear foot of Curb and Gutter Removal shall include excavating, hauling, and legal disposal. The above price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing Curb and Gutter Removal work completely as shown on the plans, as specified in the Standard

8. Concrete Median Removal Concrete Median Removal shall conform to the provisions in Section 02115, “Concrete and Asphalt Pavement Removal”, and Section 02220, “Excavation”, of the Standard Specifications and these special provisions.

Quantities of Concrete Median Removal to be paid for will be measured by the linear foot of curb and gutter removed. The contract price paid per linear foot of concrete median removal shall include excavating, hauling, and legal disposal. The above price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing Curb and Gutter Removal work completely as shown on the plans, as specified in the Standard

9. Roadway Excavation Roadway excavation shall conform to the provisions in Section 02220, “Excavation”, and Section 02240, “Backfill, Compaction, and Embankment”, of the Standard Specifications and these special provisions.

Quantities of roadway excavation will be computed by means of average areas and distances between these areas. If it is impossible or impractical to measure quantities of roadway excavation by means of average areas, the Engineer will compute the quantities of material excavated by a method which in the Engineer’s opinion is best suited to obtain an accurate determination. Quantities of roadway excavation, as specified herein, will be paid for at the contract price per cubic yard. That price shall include excavating, sloping, rounding tops and ends of excavations, hauling, depositing, spreading and compacting the material complete in place, and preparing subgrade to a grading plane not more than one-half (0.5) inch above the line and grade established by the Engineer. The above price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing roadway excavation work completely as shown on the plans, as specified in the Standard

10. Remove Concrete Drainage Structure Lid Remove concrete drainage structure lid work shall conform to the provisions in Section 02121, “Structures and Obstructions Removal”, of the Standard Specifications and these special provisions.

Remove Concrete Drainage Structure lid shall include removal of existing storm drain cleanout boxes lid and grate structures.

Quantities of remove concrete drainage structure lid to be paid for will be determined by actual field count per each. The contract price paid per each for remove concrete drainage structure shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in removing concrete drainage structures, including excavation and backfill, and legal disposal, as shown on the plans, as specified in the

11. Modified Existing Cleanout Box Modified existing Cleanout box shall conform to the provisions in Division 3, “Concrete”, of the Standard Specifications and these special provisions.

Quantities of Modified Existing Clean Out Box will be determined by actual field count per each constructed as shown in the plans. The contract price paid per each for Modified existing Cleanout Box cleanout box shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing, including structure excavation and structure backfill, any formwork, new lid, Coring, Cuts, and furnishing and installing all reinforcing steel, frames and grates, connecting new pipe to new or existing facilities, including concrete collars and reinforcement, and removal and legal disposal of excess excavated material not fit for backfill as shown on the plans as specified in the

12. 4’x4’ Catch Basin

4’x4’ catch basin shall conform to the provisions in Division 3, “Concrete”, of the Standard Specifications and these special provisions.

Wall thickness may be 6” with a letter from the supplier’s engineer certifying that it is designed for AASHTO H20 loading.

Quantities of 4’x4’ catch basin will be determined by actual field count per each constructed as shown in the plans. The contract price paid per each for 4’x4’ catch basin shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing, including structure excavation and structure backfill, any formwork, furnishing and installing all reinforcing steel, frames and grates, connecting new pipe to new or existing facilities, including concrete collars and reinforcement, and removal and legal disposal of excess excavated material not fit for backfill as shown on the plans as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

13. 3’x3’ Catch Basin 3’x3’ catch basin box shall conform to the provisions in Division 3, “Concrete”, of the Standard Specifications and these special provisions.

Wall thickness may be 6” with a letter from the supplier’s engineer certifying that it is designed for AASHTO H20 loading.

Quantities of 3’x3’ catch basin will be determined by actual field count per each constructed as shown in the plans. The contract price paid per each for 3’x3’ catch basin shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing, including structure excavation and structure backfill, any formwork, furnishing and installing all reinforcing steel, frames and grates, connecting new pipe to new or existing facilities, including concrete collars and reinforcement, and removal and legal disposal of excess excavated material not fit for backfill as shown on the plans as

14. 15-Inch Reinforced Concrete Pipe 15-inch reinforced concrete pipe shall be ASTM C76 Class III and shall conform to the provisions in Section 02433, “Non-Pressure Pipe

Installation”, of the Standard Specifications and these special provisions.

Quantities of 15-inch reinforced concrete pipe will be determined by the linear foot of pipe installed, measured from end to end of pipe, to the limits shown on the plans and as directed by the Engineer. The contract price paid per linear foot for 15-inch reinforced concrete pipe shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing pipe, complete in place, including structure excavation and structure backfill, removal and legal disposal of material not fit for backfill, connecting new pipe to new or existing facilities, including core cutting concrete drainage structures, installing concrete collars and reinforcement as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

15. Concrete Sidewalk Concrete sidewalk shall conform to the provisions in Section 03050, “Concrete Curb, Gutter, Sidewalk, and Drive Approaches”, of the Standard Specifications and these special provisions.

The square footage includes all flatwork in the ROW cross section.

Bids are to account for the additional 1” thickness need at drive approach locations.

Quantities of concrete sidewalk to be paid for will be measured by the square foot of constructed concrete sidewalk. The contract price paid per square foot of concrete sidewalk shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing concrete sidewalk including placing and compacting a minimum of six (6) inches of untreated base material below as shown on the plans, as specified in the Standard Specifications and these special

16. 24”x 48” Cast Iron Detectable Warning Plate 24” x 48” Cast Iron Detectable Warning Plate work shall be in accordance with the Americans with Disabilities Act and shall conform to the provisions in Section 03050, “Concrete Curb, Gutter, Sidewalk, and Drive Approaches”, of the Standard Specifications and these special provisions.

All concrete flatwork within ADA ramps is covered in the Concrete Sidewalk bid item. All curb and gutter within ADA ramps is covered in the Concrete Curb & Gutter bid item. Any additional work, tools, or materials required to construct the respective ramp to meet ADA and Draper City standards shall be covered in this bid item.

Quantities of 24” x 48” Cast Iron Detectable Warning Plate to be paid for will be determined by actual field count per each constructed as shown in the plans and as directed by the Engineer.

The contract price paid per each 24” x 48” Cast Iron Detectable Warning Plate constructed shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing 24” x 48” Cast Iron Detectable Warning Plate as shown on the plans, as specified in the

17. Concrete Curb and Gutter Concrete curb and gutter shall conform to the provisions in Section 03050, “Concrete Curb, Gutter, Sidewalk, and Drive Approaches”, of the Standard Specifications and these special provisions.

Quantities of concrete curb and gutter to be paid for will be determined by the linear foot measured along the centerline of the constructed curb and gutter. The contract price paid per linear foot of concrete curb and gutter shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing concrete curb and gutter including placing and compacting a minimum of six (6) inches of untreated base material below as shown on the plans, as

18. Plowable End Section Plowable End Section shall conform to the provisions in Division 3, “Concrete”, of the Standard Specifications and these special provisions.

Quantities of Plowable End Section will be determined by actual field count per each constructed as shown in the plans. The contract price paid per each for Plowable End Section shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing Plowable End Section, including any formwork, furnishing and installing all reinforcing steel, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as

19. Granular Borrow Granular borrow shall be UDOT 2056 Classification A-1-a and conform to the provisions in Section 02230, “Granular Materials, Flowable Fill, and Topsoil”, and Section 02240, “Backfill, Compaction, and Embankment”, of the Standard Specifications and these special provisions.

Quantities of granular borrow to be paid for by the cubic yard will be calculated on the basis of the dimensions shown on the plans adjusted by the amount of any change ordered by the Engineer. No allowances will be made for granular borrow placed outside those dimensions unless otherwise ordered by the Engineer. The contract price paid per cubic yard for granular borrow shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in hauling and constructing granular borrow, complete in place, as shown on the

20. Untreated Base Course Untreated base course shall be UDOT 2721 and conform to the provisions in Section 02230, “Granular Materials, Flowable Fill, and Topsoil”, and Section 02240, “Backfill, Compaction, and Embankment”, of the Standard Specifications and these special provisions.

Quantities of untreated base course to be paid for by the cubic yard will be calculated on the basis of the dimensions shown on the plans adjusted by the amount of any change ordered by the Engineer. No allowances will be made for untreated base course placed outside those dimensions unless otherwise ordered by the Engineer. The contract price paid per cubic yard for untreated base course shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in hauling and constructing untreated base course, complete in place, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

21. Highly Modified Hot Mix Asphalt (PG76-34)

Highly Modified Hot Mix Asphalt shall conform to the provisions in Section 02503, “Bituminous Paving Course”, and Section 02513, “Bituminous Concrete Paving Materials”, of the Standard Specifications and Section 32 12 03 and 32 12 05 of the 2026 APWA Standard Specifications and these special provisions.

Special Provisions Binder Grade: PG 76-34 Road Class III RAP Content: 15% Max.

Compactive Effort: Ndesign=50 Nominal Aggregate Size: SP-1/2

Quantities of Highly Modified Hot Mix Asphalt will be measured by weight tickets in tons of hot mix asphalt actually placed as shown on the plans and as directed by the Engineer. The contract price paid per ton for HMA Surface Course shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in hauling and constructing hot mix asphalt, complete in place, as specified in the Standard

22. Manhole to Finish Grade Manhole to finish grade shall conform to the provisions in Section 02438, “Structures to Finish Grade”, of the Draper City Standard Specifications, and these special provisions.

Quantities of manhole to finish grade will be determined by actual field count per each manhole cover raised to finish grade as shown in the plans. The contract price paid per each for manhole to finish grade shall include locating existing manhole covers in the roadway within the project limits, lowering them below the depth of existing asphalt and patching with asphalt if pavement is rotomilled, protecting them during construction, and raising them to finish grade. The above price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in manhole to finish grade as shown on the plans, as specified in the Standard

23. Water Valve to Finish Grade

Water Valve to finish grade shall conform to the provisions in Section 02438, “Structures to Finish Grade”, of the Draper City Standard Specifications, and these special provisions.

Quantities of water valve to finish grade will be determined by actual field count per each water valve cover raised to finish grade as shown in the plans. The contract price paid per each for water valve to finish grade shall include locating existing water valve covers in the roadway within the project limits, lowering them below the depth of existing asphalt and patching with asphalt if pavement is rotomilled, protecting them during construction, and raising them to finish grade. The above price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in water valve to finish grade as shown on the plans, as specified in the Standard

24. Micro-Surface Seal Micro-surface Seal shall conform to the provisions contained in Section 32 01 13.69 of the 2026 APWA Standard Specifications and direction from the Engineer.

Emulsified Asphalt: CSS-1h quick traffic type Aggregate: Type III

Micro-Surface Seal must be completed on a Sunday or as night time work (county permit required). Contractor shall distribute an approved public notice to each home or business in the construction area (one week and 24 hour notices). Sweep streets between two and four weeks after the micro-surface seal has been placed.

Measurement shall be made in square feet of micro-surface seal placed. Payment shall be made at the unit price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in placing micro-surface seal as specified herein and as directed by the Engineer.

25. Street Sign Relocation Street Sign relocation shall conform to the provisions in Section 02121, “Structures and Obstructions Removal”, of the Standard Specifications and these special provisions.

Street Sign shall include relocating the sign to a temporary location as needed during construction and then installing it again to its permanent location as indicated in the plans. Contractor shall furnish and install a post for signs that were previously mounted on a power pole.

Quantities of relocate sign to be paid for will be determined per each sign relocated. The contract price paid per each of remove sign shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in remove sign as shown on the plans, as specified in the

26. Flexible Object Marker Flexible object marker to be “SHUR-TITE” shur-flex surface mount object parker type III or an approved equal and shall conform to manufacturer specifications, Draper City Standard Specifications and these special provisions.

A product of equal quality and functionality may be used, subject to approval from the Engineer.

Quantities of Flexible object marker to be paid for will be determined per each Flexible object marker installed. The contract price paid per each shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing flexible object marker on concrete median as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

27. Pavement Striping and Marking Pavement striping and marking work shall conform to the provisions in Section 02577, “Pavement Markings”, of the Standard Specifications and these special provisions.

The contract lump sum price paid for pavement striping and marking shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved with pavement striping and marking, including two applications at the specified rates of all striping, as shown on the

28. Rip-Rap Swale, (removal and reinstallation)

Rip-Rap Swale shall conform to the provisions in, Section 02910, “Grading for Landscapes, of the Standard Specifications and these special provisions.

The contract lump sum price paid for Rip Rap Swale shall include full compensation for furnishing all labor, materials, tools, equipment, and incedentals, and for doing all the work involved with Rip-rap swale removal and reinstallation, including removing, stockpiling, and placing rip rap, as specified in the Standard Specifications, and these special provisions, and as directed by the Engineer.

29. Native Landscaping Restoration Native Landscaping Restoration shall conform to the provisions in Section 02925, “Topsoil”, Section 02910, “Grading for Landscapes,” Section 02920, “Seed, Turf Seed, and Turf Sod,” and Section 02935, “Vegetation Establishment Period,” of the Standard Specifications and these special provisions.

This item is intended for Item 42 on Sheet CP-4. Area shall be reseeded with the City Slope Seed Mix; as shown below.

Quantities of Native Landscaping restoration to be paid for as a lump sum of native landscape restored and shall be placed in any of the disturbed areas outside beyond the curb and gutter or swale.

The lump sum of Native Landscaping Restoration shall include full compensation for compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in Native Landscaping Restoration, as specified in the Standard

QUESTIONNAIRE AND STATEMENT OF QUALIFICATIONS

1. General Company Information:

Company Name:

Type of Corporation:

Company Owner or CEO:

Main Business Contact:

Business Address:

Business Phone Numbers (general & FAX lines):

Number of Years in the General Construction Business:

2. Contractor License Information:

Utah Number:

Date of Issue:

License Holder:

Type of License:

$ State and explain any disciplinary actions taken by the State of Utah to revoke or suspend the above license or attempts to investigate the license holder for business or construction related reasons (include on a separate and attached sheet of paper).

3. Company Similar Project Work Experience: List a minimum of three projects constructed by your company within the last 10 years with an equal or larger scope of work as compared with the Project described herein. Include a complete accounting of 1) total construction cost including all change order allowances; 2) name and phone number of project engineer; 3) name and phone number of project owner; 4) calendar days to complete from notice to proceed to final closeout; 5) name of each project manager or superintendent; and 6) dates of individual project completion.

Project 1.

Project 2.

Project 3.

BID BOND

KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned

____________________________ as Principal, and____________________________ as Surety, are hereby held and firmly bound unto __________________________ as Owner in the penal sum of _____________ for the payment of which, well and truly be made, we hereby jointly and severally bind ourselves, successors and assigns.

Signed the ________ day of _________________, 20_____.

The Condition of the above obligation is such that whereas the Principal has submitted to ____________ a certain Bid, attached hereto, and hereby made a part hereof to enter into a contract in writing, for the_________________________________________________________

NOW THEREFORE,

(a) If said Bid shall be rejected, or in the alternative,

(b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the FORM of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated.

The Surety for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid; and said Surety does hereby waive notice of any such extension.

IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are incorporations have…