DRAPER CITY CORPORATION

ENGINEERING DIVISION

DRAPER, UTAH 84020

TELEPHONE: (801) 576-6585

FACSIMILE: (801) 576-6388

www.draperutah.gov

APRIL 22, 2026

CONTRACT DOCUMENTS FOR THE

PIONEER ROAD IMPROVEMENTS

PROJECT

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

Additional Instructions to Bidders

Bidder Terms and Conditions

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

Preconstruction Conference Agenda

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 01035 – Field Survey Referencing Procedures 01035 – 1 Section 01041 – Project Coordination 01041 – 1 Section 01050 – Construction Surveying and Field Engineering 01050 – 1 Section 12 – Traffic Control 12 – 1 Section 15 – Detour Construction and Facilities 15 – 1 Section 01515 – Watering 01515 – 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

Section 02016 – Protecting and Relocating Utilities 02016 – 1 Section 02020 – Clearing and Grubbing 02020 – 1 Section 02115 – Concrete and Asphalt Pavement Removal 02115 – 1 Section 02121 – Structures and Obstructions Removal 02121 – 1 Section 02214 – Shoring and Bracing Trenches 02214 – 1 Section 02220 – Excavation 02220 – 1 Section 02230 – Granular Materials, Flowable Fill, and Topsoil 02230 – 1 Section 02240 – Backfill, Compaction, and Embankment 02240 – 1 Section 02433 – Non-Pressure Pipe Installation 02433 – 1 Section 02438 – Structures to Finish Grade 02438 – 1 Section 02447 – Monuments 02447 – 1 Section 25 – Tack Coat 25 – 1 Section 02503 – Bituminous Paving Course 02503 – 1 Section 02511 – Asphalt Pavement Crack Sealing 02511 – 1 Section 02513 – Bituminous Concrete Paving Materials 02513 – 1 Section 02577 – Pavement Marking – At Grade 02577 – 1 Section 0264200 – Impressed Current Cathodic Protection 02744S – 1 Section 02744D – Stone Matrix Asphalt (SMA) 02744S – 1 Section 02768 – Pavement Marking Materials 02768 – 1 Section 02800 – Irrigation and Planting of Streetscapes & Parks 02800 – 1 Section 02805 – Design Standards 02800 – 1 Section 02810 – Pressurized Irrigation Systems 02810 – 1 Section 02910 – Grading for Landscapes 02910 – 1 Section 02915 – Protection of Trees, Lawns, and Landscapings 02915 – 1 Section 02920 – Seed, Turf Seed, and Turf Sod 02920 – 1 Section 02925 – Topsoil 02925 – 1 Section 02930 – Trees, Shrubs, and Ground Covers 02930 – 1 Section 02935 – Vegetation Establishment Period 02935 – 1 Section 02961 – Rotomilling 02961 – 1

DIVISION 3

Section 03000 – Concrete Work 03000 – 1 Section 03050 – Concrete Curb, Gutter, Sidewalk, and Drive Approaches 03050 – 1 Section 03100 – Concrete Formwork 03100 – 1 Section 0313700 – RipRap or Rock Lining 0313700

Section 03200 – Concrete Reinforcement 03200 – 1 Section 0320113.61 – Slurry Seal 0320113.61 – 1 Section 0320113.65S – Scrub Seal 0320113.65S Section 0320113.69 – Micro-Surface Seal 0320113.69 – 1 Section 0321124S – Pulverized Pavement Base Course 03211124S – 1 Section 0321203 – Asphalt Binders 0321203 - 1 Section 0321216.13 – Plant-Mix Bituminous Paving 0321216.13 – 1

Section 03250 – Concrete Curing Compound and Joint Fillers 03250 – 1 Section 03300 – Cast-in-Place Concrete 03300 – 1 Section 0334105 – Ductile Iron Pipe 0334105 – 1 Section 03350 – Catch Basins and Inlets 03350 – 1 Section 03400 – Storm Drain Manholes 03400 – 1 Section 03450 – Structural Precast Concrete 03450 – 1 Section 0400564 – Butterfly Valves 0400564 – 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

April 15, 2026

REQUEST FOR BIDS

FOR THE PIONEER ROAD 700 EAST TO 1300 EAST

IMPROVEMENTS PROJECT

The scope of this project will be to provide all the labor, materials, tools and equipment necessary to construct improvements on Pioneer Road including new storm drain, curb and gutter, sidewalk and asphalt mill and overlay as described in the project plans and specifications.

The Public Notice is available at https://www.utah.gov/pmn/, and by calling Dillon Bliler at 801-

576-6336, or in person at 1020 E Pioneer Rd Draper, Utah 84020.

Bid documents and specifications will be posted to the Utah Public Procurement Place (U3P), PURCHASING.UTAH.GOV / Bonfire on or before WEDNESDAY, APRIL 22ND, 2026 at 2:00 PM. A 5%

Bid Bond will be required.

The Engineering Division will receive electronic responses on PURCHASING.UTAH.GOV until

2:00PM on THURSDAY, MAY 7TH, 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 2:00PM on TUESDAY, MAY 5TH, 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, Dillon Bliler, Project Manager https://www.utah.gov/pmn/

Bidder Information

A.BID SUBMITTAL

✓ Submit the bid through UTAH PUBLIC PROCUREMENT PLACE (U3P)

✓ Submission Deadline: 2:00PM on THURSDAY, MAY 7TH, 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.

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 90 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 Dillon Bliler: 801-576-6336; email:

Dillon.bliler@draperutah.gov.

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 2:00 PM on TUESDAY, MAY 5TH, 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 fax or email.

Specifications have been updated from the previous published version.

2. Quality Assurance - 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. Quality Control – Material Testing. Contractor is to provide quality control testing for the asphalt paving process. The technician must use a thin-lift nuclear moisture density gauge or approved equivalent.

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

Contract Documents replaces Section 01554 “Traffic Control” of the

Draper City Standard Specifications.

5. Project Dates and Liquidated Damages. Work is to begin no later than

June 1st, 2026. Liquidated Damages for late completion are $1,000 per day.

6. 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. Storm drain manhole collars are to be square.

7. 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.

Contractor is responsible for staking for the striping.

8. Public Utilities. Utility companies have been notified of the requirement to relocate equipment and services for this project.

9. Google Fiber. There is Google Fiber present. Depths to the fiber line cannot be confirmed. Google has been notified in advance of this work.

10. Tree Trimming. Tree trimming will likely be required as part of this project.

The residents are to be given adequate advance notice to have the option (and given direction on how) to trim the trees themselves.

Otherwise, these costs are to be included in the unit costs for the project.

If not completed by the residents, trimming is the responsibility of the contractor in anticipation of milling and paving efforts. Tree trimming must meet Draper City Specifications.

11. Construction Staking. Construction staking will be provided by Sunrise

Engineering, 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.

12. Monument Collars. Contractor responsible to obtain a County permit for work to raise the monument collar to finished grade per Draper City and

Salt Lake County specifications.

13. UTA Trax Work. Contractor will need to obtain an encroachment permit from UTA for the work performed within or near the UTA ROW where Trax crosses Pioneer Road. Costs associated with obtaining this permit must be built into the bid schedule unit costs. The Contractor is expected to begin this permitting project immediately upon execution of the construction agreement.

14. Potholing. Utility investigations (pot-holing) and the costs associated with it are to be included in the bid unit costs. These are to be conducted at utility crossings of the new storm drain alignment (unless separations are already given on the profiles of the plan sheets) and must be expedited in order to notify utilities of necessary loops or relocations.

15. Storm Drain Functionality. Contractor to propose a plan for approval then execute on the approved plan to maintain storm drain functionality during storm events. Draper City weather forecasts will be made available as requested, but the Contractor remains responsible to ensure that runoff is managed adequately during storm events.

16. Draper Days. The city’s annual festival, Draper Days runs from July 10th to

July 18th, 2026. During this time, work is to be halted and the road opened and passable with minimal traffic control devices. No hazardous conditions may be present through the Right-of-Way during this timeframe. These days will not count towards the contract working days.

17. Parking in Front of City Hall. Construction in front of City Hall shall not restrict parking in more than half of the stalls at a time. A plan is to be presented to the Engineer indicating the schedule for work on these parking stalls. No parking stalls may be affected during Draper Days.

Ramps as appropriate should be used to enable parking to be used at this time.

18. Striping. The city’s contracted surveyor will provide survey and tabbing for the new striping on this project.

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

Storm Water Pollution Prevention

(SWPP)

1 LS

2 Traffic Control System 1 LS

3 Clearing and Grubbing 14590 SF

4 Concrete Flatwork Removal 1844 SF

5 Curb and Gutter Removal 303 LF

Remove and Dispose of Non-Roadway

Asphalt

778 SF

Remove and Dispose of Storm Drain

Structure

8 EA

8 Remove and Dispose of SD Pipe 265 LF

Connection to Existing Systems & Storm

Drain Capping

1 LS

10 4'x4' Storm Drain Cleanout Box 9 EA

11 Install 12-Inch Reinforced Concrete Pipe 297 LF

12 Install 18-Inch Reinforced Concrete Pipe 97 LF

13 Install 21-Inch Reinforced Concrete Pipe 1088 LF

14 Single Grate Hooded Inlet Box 10 EA

4'x6' Combination Box with Slotted Lid and Flush Grate

1 EA

16 Concrete Curb and Gutter 1173 LF

17 Concrete Pavement - 6" 11946 SF

18 Concrete Waterway 3822 SF

19 Roadway Asphalt Removal (Milling) 1402 CY

Soft Spot Repair – Remove and Replace

Untreated Base Course

67 CY

Highly-Modified Hot Mix Asphalt

(HMHMA) PG 76-34

2695 TON

22 Water Valve to Finish Grade (With Collar) 33 EA

23 Manhole to Finish Grade (With Collar) 28 EA

24 Replace Survey Monument Collar 1 EA

24" x 24" Cast Iron Detectable Warning

Plate

10 EA

26 Concrete Sidewalk 4944 SF

27 Remove and Replace Rails Along Culvert 75 LF

28 Concrete Driveway Transition 2438 SF

29 Asphalt Driveway 11 TON

Beef Hollow Landscape Rock Mulch (5"

Deep) and Weed Barrier

2936 SF

31 Relocate Mailbox Assembly 1 EA

32 Relocate Street Signs 1 EA

33 Street Signs 5 EA

34 Pavement Striping and Marking 1 LS

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 (SWPP)

A. Specification Reference: Draper City Storm Water

Management Plan

B. Method of Measurement / Basis for Payment:

a. 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.

b. Payment will be made on percentage basis as follows.

Percent of Original

Contract Amount Earned

Percent of Amount Bid to be Paid

33 33

66 33

100 34

2. Traffic Control System

A. Specification Reference:

a. 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.

B. Method of Measurement / Basis for Payment:

a. Lump Sum

b. Payment will be made on percentage basis as follows.

Percent of Original

Contract Amount Earned

Percent of Amount Bid to be Paid

33 33

66 33

100 34

C. Payment Includes:

a. 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.

D. Additional Notes / Requirements:

a. Within ten (10) calendar days of the Conditional Notice of Award, the Contractor shall provide the Engineer with the proposed Traffic Control Plan.

i. The Engineer will have two (2) working days to review the Traffic Control Plan and return it with an approval or denial.

ii. 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.

b. Contractor to maintain access to businesses and closely communicate with them and the Inspector when limitations are necessary.

3. Clearing and Grubbing

a. 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.

B. Method of Measurement / Basis for Payment:

a. Lump Sum

C. Payment Includes:

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

b. Full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in Clearing and Grubbing.

c. Hauling and disposal of removed material as needed, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

d. Removal and disposal of railroad ties and associated stakes, etc. as applicable.

D. Additional Notes / Requirements:

4. Concrete Flatwork Removal

a. 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.

B. Method of Measurement / Basis for Payment:

a. Quantities of Concrete Flatwork Removal to be paid for will be measured by the square foot of flatwork removed.

C. Payment Includes:

a. 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.

b. All costs (parts, labor, sub-contracting, etc.) associated with saw-cutting.

c. Includes curb wall removal, where separate from curb and gutter.

5. Curb and Gutter Removal

a. 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.

B. Method of Measurement / Basis for Payment:

a. Quantities of Curb and Gutter Removal to be paid for will be measured by the linear foot of curb and gutter removed.

C. Payment Includes:

a. 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 Non-Roadway

Asphalt and 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.

6. Remove and Dispose of Non-Roadway Asphalt

a. Remove and Dispose of Non-Roadway Asphalt 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.

B. Method of Measurement / Basis for Payment:

a. Quantities of Roadway Asphalt Removal, as specified herein, will be paid for at the contract price per cubic yard.

b. 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.

C. Payment Includes:

a. That price shall include milling (or other method of removal) to the full depth of existing asphalt, excavating, hauling, and legal disposal.

b. 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 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.

c. Includes any necessary saw-cutting.

7. Remove and Dispose of Storm Drain Structure

a. Remove and dispose of storm drain structure shall conform to the requirements of the construction plans for the project including applicable details and the

Draper City standard specifications.

B. Method of Measurement / Basis for Payment:

a. Quantities will be determined by actual field count of each storm rain structure (e.g. manhole, cleanout, combination box, inlet) removed.

a. This item shall include removal of the existing storm drain structure, lid, ring, risers, floor, pipe collars, and associated appurtenances.

b. Full compensation for furnishing all mobilization, labor, materials, tools, equipment, incidentals, and for doing all the work involved for this item per the plan set and

Draper City specifications. This includes removal efforts, hauling, and legal disposal of removed material as needed and specified in the construction drawings, Standard Specifications and these special provisions,

8. Remove and Dispose of SD Pipe

a. Remove and dispose of storm drain (SD) pipe shall conform to the requirements of the construction plans for the project including applicable details and the

Draper City standard specifications.

B. Method of Measurement / Basis for Payment:

a. Quantities of remove and dispose SD pipe will be determined by the linear foot of pipe removed

(regardless of pipe diameter, material, shape or condition), measured from end to end of pipe, as directed by the Engineer.

C. Payment Includes:

a. This item shall include removal and disposal of the existing storm drain pipe, pipe collars, and associated appurtenances.

b. The contract price paid per linear foot for this item shall include full compensation for furnishing all mobilization, labor, materials, tools, equipment, incidentals, and for doing all the work involved for this item per the plan set and Draper City specifications. This includes removal efforts, hauling, and legal disposal of removed material as needed and specified in the construction drawings, Standard Specifications and these special provisions,

9. Connection to Existing Systems & Storm Drain Capping

a. Shall conform to the requirements of the construction plans for the project including applicable details and the Draper City Standard Specifications.

B. Method of Measurement / Basis for Payment:

a. The contract lump sum price paid for this item shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in connecting to the existing storm drain system and any necessary capping as specified in the project plans and as directed by the

Engineer and Draper City Specifications.

b. Payment will be made one time after connections and capping are completed, quality assurance inspection

(cameraing, as necessary according to the Engineer), and approval by the Engineer.

C. Payment Includes:

a. The contract price paid for this time on a lump sum basis shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved with connecting to the existing pipe, including excavation of existing material and pipe, saw-cutting, establishing pipe zone sand bedding, any necessary fitting to make connection, poly wrap, marking tape, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

b. Any costs and compensation for labor, materials, tools, equipment, and incidentals for capping the existing storm drain lines as per the project plan set.

D. Additional Notes / Requirements:

a. Pipes are to be capped with portland cement concrete per the Draper City Specifications.

10. 4’x4’ Cleanout Box

a. 4’x4’ cleanout box shall conform to the provisions in

Division 3, “Concrete”, of the Standard Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

a. Quantities of 4’x4’ cleanout box will be determined by actual field count per each constructed as shown in the plans.

a. The contract price paid per each for 4’x4’ 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, 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.

D. Additional Notes / Requirements:

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

AASHTO H20 loading.

11. Install 12-Inch Reinforced Concrete Pipe

a. 12-inch reinforced concrete pipe (RCP) 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.

B. Method of Measurement / Basis for Payment:

a. Quantities of 12-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.

C. Payment Includes:

a. The contract price paid per linear foot for 12-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.

12. Install 18-Inch Reinforced Concrete Pipe

a. 18-inch reinforced concrete pipe (RCP) 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.

B. Method of Measurement / Basis for Payment:

a. Quantities of 18-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.

C. Payment Includes:

a. The contract price paid per linear foot for 18-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

13. Install 21-Inch Reinforced Concrete Pipe

a. 18-inch reinforced concrete pipe (RCP) 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.

B. Method of Measurement / Basis for Payment:

a. Quantities of 18-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.

C. Payment Includes:

a. The contract price paid per linear foot for 18-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

14. Single Grate Hooded Inlet Box

a. Single grate hooded inlet box shall conform to the provisions in Division 3, “Concrete”, of the Standard

Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

a. Quantities of single grate hooded inlet box will be determined by actual field count per each constructed as shown in the plans.

C. Payment Includes:

a. The contract price paid per each for single grate hooded inlet 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, furnishing and installing all reinforcing steel, frames and grates, connecting new pipe to new or existing facilities, including concrete collars and reinforcement, 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.

D. Additional Notes / Requirements:

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

AASHTO H20 loading.

15. 4’x6’ Combination Box with Slotted Lid and Flush Grate

a. Shall conform to the provisions in Division 3, “Concrete”, of the Standard Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

a. Quantities of this item will be determined by actual field count per each constructed as shown in the plans.

a. The contract price paid per each for 4’x6’ combination box with slotted lid and flush grate 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.

D. Additional Notes / Requirements:

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

AASHTO H20 loading.

b. Manhole lid to be slotted.

c. Grate to be flush with lid.

16. Concrete Curb and Gutter

a. Concrete curb and gutter shall conform to the provisions in Section 02115, “Concrete and Asphalt

Pavement Removal”, and Section 03050, “Concrete

Curb, Gutter, Sidewalk, and Drive Approaches,” of the

Standard Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

a. Quantities of concrete curb and gutter to be paid for will be determined by the linear foot measured along the centerline of the curb and gutter.

C. Payment Includes:

a. 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 placing curb and gutter, including excavation and backfill, as shown on the plans, as specified in the

Standard Specifications and these special provisions,

17. Concrete Pavement

a. Concrete pavement shall conform to the provisions in

Section 03050, “Concrete Curb, Gutter, Sidewalk, and

Drive Approaches”, of the Standard Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

a. Quantities of concrete pavement to be paid for will be measured by the square foot of constructed concrete sidewalk.

C. Payment Includes:

a. 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 pavement including placing and compacting a minimum of six (6) inches of untreated base material below as shown on the plans, and placing six (6) inches of Portland cement concrete and jointing and finishing, as specified in the Standard Specifications and these

18. Concrete Waterway

a. Concrete Waterway shall conform to the provisions in

Section 02115, “Concrete and Asphalt Pavement

Removal”, and Section 03050, “Concrete Curb, Gutter, Sidewalk, and Drive Approaches,” of the Standard

Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

a. Quantities of concrete waterway to be paid for will be determined by the linear foot measured along the centerline of the waterway.

C. Payment Includes:

a. The contract price paid per linear foot of concrete waterway shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing the concrete waterways, including excavation and backfill, placing and compacting a minimum of six (6) inches of untreated base course below, as shown on the plans, and placing 6 inches of concrete and grading the waterway properly as specified in the Standard

Specifications and these special provisions, and as directed by the Engineer.

19. Roadway Asphalt Removal (Milling)

E. Specification Reference:

a. 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.

F. Method of Measurement / Basis for Payment:

a. Quantities of Roadway Asphalt Removal, as specified herein, will be paid for at the contract price per cubic yard.

b. 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.

G. Payment Includes:

a. That price shall include milling, excavating, hauling, and legal disposal.

b. ‘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.

c. Includes any necessary saw-cutting.

H. Additional Notes / Requirements:

a. Based on several core holes performed for the project, the existing asphalt is approximately 4.5-6.5 inches in thickness. The plan set calls for milling of 2 inches of the existing asphalt thickness in some areas, 2.5 inches in others.

b. The Inspector may require ramps, include the costs for ramps in the unit price for milling.

20. Soft Spot Repair – Remove and Replace Untreated Base Course

a. Remove & Replace Untreated Base Course shall conform to the provisions in Section 02220, “Excavation”, Section 02230, “Granular Materials, Flowable Fill, and Topsoil”, and Section 02240, “Backfill, Compaction, and Embankment”, of the Standard

Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

a. Measured and paid in cubic yards (CY) of untreated base course (UTBC) (Roadbase) removed and replaced for soft spot repair.

C. Payment Includes:

a. The contract price paid per cubic yard of Remove &

Replace Untreated Base Course shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in excavating, hauling, and disposing of existing roadbase, preparing subgrade, hauling, installing WSF 315 woven geotextile (or approved equivalent), and installing new untreated base course

(UTBC), complete in place, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

D. Additional Notes / Requirements:

a. Soft spot repairs shall go to a depth of 18” of UTBC.

Actual depths will vary depending on site conditions.

b. Soft spot scope and areas are to be determined via proof rolling at the direction of the City’s inspector.

21. Highly-Modified Hot Mix Asphalt (HMHMA) PG 76/34

a. This item shall conform to the provisions in Section

02503, “Bituminous Paving Course”, Section 02513, “Bituminous Concrete Paving Materials”, of the standard specifications and Section 32 12 03 of the 2026 APWA

Standard Specifications.

B. Method of Measurement / Basis for Payment:

a. Quantities of this item to be paid for will be measured by the weight tickets in tons of HMHMA actually placed as shown on the plans and as directed by the Engineer.

C. Payment Includes:

a. The contract price paid per ton for HMHMA shall include full compensation for furnishing all labor, materials, tools equipment and incidentals, and for doing all the work involved in hauling and placing

HMHMA, complete in place, as specified in the

Standard Specifications and these special provisions,

22. Water Valve to Finish Grade (With Collar)

a. 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.

B. Method of Measurement / Basis for Payment:

a. 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.

C. Payment Includes:

a. 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 roto-milled, protecting them during construction, and raising them to finish grade and installing concrete collar.

b. 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 Specifications and these special provisions, and as directed by the

Engineer.

c. Steel plates per Draper City specifications necessary to protect recently-poured collars.

d. If approved, costs associated with rapid-set concrete to more quickly allow traffic loads.

23. Manhole to Finish Grade (With Collar)

a. 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.

B. Method of Measurement / Basis for Payment:

a. Quantities of manhole to finish grade will be determined by actual…