HEBER CITY

980 South Mill Road Intersection Improvements 2025

December 2025

Prepared by:

1180 N Mountain Springs Pkwy Springville, Utah 84663

Ph: (801) 704-5220

CONTRACT DOCUMENTS, SPECIFICATIONS, & PLANS

FOR

HEBER CITY

980 South Mill Road Intersection Improvements 2025

December 2025

Project Engineer

Jeffrey Mortimer, P.E.

Utah P.E. No. 11631694

Prepared by:

1180 N Mountain Springs Pkwy Springville, Utah 84663

Ph: (801) 704-5220

12/12/2025

Heber City – 980 S. Mill Rd. Intersection TOC-1 December 2025

TABLE OF CONTENTS

Contract Documents

00030 Requests for Bids 00100 Information for Bidders 00200 Information Required of Bidder 00210 Status Verification System Affidavit 00300 Bid 00310 Schedule of Values 00320 Measurements and Payments 00350 Bid Bond 00355 Certificate of Non-Collusion 00360 Notice of Award 00500 Agreement 00510 Notice to Proceed 00560 Change Order 00600 Payment Bond 00610 Performance Bond

General Conditions

00700 General Conditions 00750 Special Provisions

Standard Specifications & Special Provisions

See all Heber City Standard Specifications on Heber City Website:

https://www.ci.heber.ut.us/159/Standard-Specifications

00200 Permit Requirements

Division 1 – General Requirements

01030 Project Meetings 01200 Contract Closeout 01300 Submittals 01400 Quality Control 01450 Testing and Process Control 01500 Character of Workers, Methods & Equipment 01520 Environmental Control 01560 Construction Staking 01580 Work Site Management

Heber City – 980 S. Mill Rd. Intersection TOC-2 December 2025

Division 2 – Site Work

02000 Mobilization 02005 Traffic Control 02015 Clearing & Grubbing 02020 Subsurface Investigation 02205 Common Fill 02206 Select Fill 02225 Excavation and Backfill Operations 02250 Soil Compaction 02504 Asphalt Concrete 02510 Asphalt Paving 02512 Restoration of Surface Improvements 02513 Utility Pothole Repair-Keyhole Method 02520 Pavement Saw Cutting 02772 Ponds & Sumps 02890 Signs 02900 Landscaping

Division 3 – Concrete

03200 Concrete Reinforcement 03216 Concrete Structures, Driveway, Sidewalk, Trails, Curb and Gutter 03304 Portland Cement Concrete 03310 Concrete Work 03345 Concrete Finishing

Standard Drawings

See all Heber City Standard Drawings on Heber City Website:

https://www.ci.heber.ut.us/160/Standard-Drawings

Appendices

Appendix A TAPCO Pedestrian Crosswalk System: RRFB

A-1 Submittal Package A-2 Specifications

A-3 Bill of Materials

CONTRACT DOCUMENTS

Heber City – 980 S. Mill Rd. Intersection 00030-1 December 2025

DOCUMENT 00030

REQUEST FOR BIDS

Owner: Heber City Corporation

Address: 75 North Main, Heber, Utah 84032

SEALED BIDS for the Construction of the Heber City – 980 South Mill Road Intersection Improvements will be received by Heber City at 75 North Main, Heber, Utah until 2:00 p.m. MST, January 13, 2026 and then publicly opened and read aloud. Recommendation for award will be presented to the Heber City Council at the next scheduled meeting.

PROJECT DESCRIPTION:

Includes construction of intersection improvements at 980 South Mill Road in Heber City, Utah. The project will include removal of existing asphalt, curb and gutter, and sidewalk, followed by installation of traffic calming measures and pedestrian crossing improvements. Traffic calming measures include bulb out structures with new curb and gutter and sidewalk improvements. Pedestrian crossing improvements include overhead and at-grade crossing assemblies, and new pedestrian ramps and crosswalk locations. Re-striping of crosswalks, driving and bike lanes is also included. Construction is to begin onsite following the last day of school (May 29, 2026) and be completed by June 30, 2026.

A base bid schedule and two bid alternate schedules are included with this bid. The OWNER reserves the right to award the contract based on either the Base Bid or Bid Alternate #2, as determined to be in the best interest of the OWNER. The decision to accept bid alternates is at the sole discretion of the OWNER.

Bid Alternate #1 includes supplying an alternate equal to the specified Pedestrian Crosswalk System. Bidder shall provide detailed information about the equivalent equipment to be considered along with cost reductions to be considered. If selected, Bid Alternate #1 would replace Bid Item #21 in either the Base Bid schedule or Bid Alternate #2 schedule.

Bid Alternate #2 includes an alternative construction schedule to begin construction onsite on or after April 15, 2026 and be completed by June 30, 2026. Work completed during the school year will require coordination with the local district and maintaining a safe crossing route for children when school is in session.

The CONTRACT DOCUMENTS, consisting of Request for Bids, Information for Bidders, Information Required of Bidder, Status Verification System Affidavit, Bid, Measurements and Payments, Bid Bond, Certificate of Non- Collusion, Agreement, Payment Bond, Performance Bond, Notice of Award, Notice to Proceed, Change Order, Schedule of Values, General Conditions, Special Provisions, Specifications, Drawings, and Addenda.

The ENGINEER for this Contract will be Sunrise Engineering, LLC and they will be represented by Alex White, P.E. as Project Engineer.

Plans and specifications have been prepared by Sunrise Engineering, LLC, which will be available after December 12, 2025 and may be obtained electronically through the Utah Supplier Portal website at purchasing.utah.gov.

Notices regarding changes/amendments to the CONTRACT DOCUMENTS and DRAWINGS will be posted on the Utah Supplier Portal website at purchasing.utah.gov. Bidders are responsible for checking the website often to receive updates or additional documents/changes/amendments.

PRE-BID MEETING:

10:00 a.m. MST, January 6, 2026 at the office of Heber City at 75 North Main, Heber City, Utah. Attendance is advised, but not required.

Questions:

Questions must be submitted to Alex White at alex.white@sunrise-eng.com no later than January 8th at 2:00 PM.

Heber City – 980 S. Mill Rd. Intersection 00030-2 December 2025

DOCUMENTS REQUIRED AT BID OPENING:

1. Bid forms provided (Sections 00200, 00210, 00300, and 00310).

2. Cashier or Certified check or bid bond made payable to Heber City Corporation in an amount equal to at least five percent (5%) of the total amount of the bid. Bid bonds must be underwritten by a Surety Company approved by the U.S. Department of the Treasury. (Circular 570, latest edition).

If all required documents are not provided, the bid may be disqualified.

Heber City Corporation reserves the right to accept or reject any or all bids, or any part of any bid, including the right to waive any informality in any part of any bid within the best interest of Heber City.

Date: December 2025 Heidi Franco Mayor

Heber City – 980 S. Mill Rd. Intersection 00100-1 December 2025

DOCUMENT 00100

INFORMATION FOR BIDDERS

SEALED BIDS for the Construction of the Heber City – 980 South Mill Road Intersection Improvements will be received by Heber City (herein called the “OWNER”) at 75 North Main, Heber, Utah until 2:00 p.m. MST, January 13, 2026 and then publicly opened and read aloud. Recommendation for award will be presented to the Heber City Council at the next scheduled meeting.

Each BID must be submitted in a sealed envelope, addressed to Heber City at 75 North Main, Utah 84032.

Each sealed envelope containing a BID must be plainly marked on the outside as BID for Heber City – 980 South Mill Road Intersection Improvements and the envelope should bear on the outside the name of the BIDDER, his address, his license number if applicable and the name of the project for which the BID is submitted. If forwarded by mail, the sealed envelope containing the BID must be enclosed in another envelope addressed to the OWNER at Heber City Office Building, 75 North Main, Heber, Utah 84032.

These instructions are to be considered with and made a part of the contract.

All BIDS must be made on the required BID form. All blank spaces for BID Prices must be filled in, in ink or typewritten, and the BID form must be fully completed and executed when submitted. Only one copy of the BID form is required.

The OWNER may waive any informalities or minor defects or reject any and all BIDS. Any BID may be withdrawn prior to the above scheduled time for the opening of BIDS or authorized postponement thereof. Any BID received after the time and date specified shall not be considered. No BIDDER may withdraw a BID within 60 days after the actual date of the opening thereof. Should there be reasons why the contract cannot be awarded within the specified period; the time may be extended by mutual agreement between the OWNER and the BIDDER.

BIDDERS must satisfy themselves of the accuracy of the estimated quantities in the Bid Schedule by examination of the site and a review of the drawings and specifications including Addenda. After BIDS have been submitted, the BIDDER shall not assert that there was a misunderstanding concerning the quantities of work or of the nature of the work to be done.

The CONTRACT DOCUMENTS contain the provisions required for the construction of the project.

Information obtained from an officer, agent, or employee of the OWNER or any other person shall not affect the risks or obligations assumed by the CONTRACTOR or relieve him from fulfilling any of the conditions of the Contract.

Each BID must be accompanied by Section 00200 INFORMATION REQUIRED OF BIDDER and demonstrate qualifying experience on two similar projects in the past four years.

Each BID must be accompanied by Document 00210 STATUS VERIFICATION SYSTEM AFFIDAVIT.

Each BID must be accompanied by Document 00310 SCHEDULE OF VALUES.

Each BID must be accompanied by a Bid Bond payable to the OWNER for five, (5) percent of the total amount of the BID. As soon as the BID prices have been compared, the OWNER will return the bonds of all except the three lowest responsible BIDDERS. When the Agreement is executed, the bonds of the two remaining unsuccessful BIDDERS will be returned. The Bid Bond of the successful BIDDER will be retained until the Payment Bond and Performance Bond have been executed and approved, after which it will be returned. A certified check may be used in lieu of a Bid Bond.

A Performance Bond and a Payment Bond, each in the amount of 100 percent of the CONTRACT PRICE, with a corporate surety approved by the U.S. Department of the Treasury (Circular 570, latest edition) will be

Heber City – 980 S. Mill Rd. Intersection 00100-2 December 2025 required for the faithful performance of the contract. The OWNER will have sixty (60) days from the date of the bid opening to award the contract. The party of parties to whom the contract is awarded will be required to execute agreement.

Attorneys-in-fact who sign Bid Bonds or Payment Bonds and Performance Bonds must file with each bond a certified and effective dated copy of their power of attorney.

The party or parties to whom the contract is awarded will be required to execute the Agreement and obtain the Performance Bond and Payment Bond within ten (10) calendar days from the date when Notice of Award is delivered to the bidder. The Notice of Award shall be accompanied by the necessary Agreement and bond forms.

In case of failure of the BIDDER to execute the Agreement, the OWNER may at his option consider the BIDDER in default, in which case the Bid Bond accompanying the proposal shall become the property of the OWNER.

The OWNER within 30 days of receipt of acceptable Performance Bond, Payment Bond, and Agreement signed by the party to whom the Agreement was awarded shall sign the Agreement and return to such party an executed duplicate of the Agreement. Should the OWNER not execute the Agreement within such period, the BIDDER may by written notice withdraw his signed Agreement. Such notice of withdrawal shall be effective upon receipt of the notice by the OWNER.

The Notice to Proceed shall be issued within thirty (30) days of the execution of the Agreement by the OWNER. Should there be reasons why the Notice to Proceed cannot be issued within such period; the time may be extended by mutual agreement between the OWNER and CONTRACTOR. If the Notice to Proceed has not been issued within the thirty (30) day period or within the period mutually agreed upon, the CONTRACTOR may terminate the Agreement without further liability on the part of either party.

The OWNER may make such investigations as he deems necessary to determine the ability of the BIDDER to perform the work, and the BIDDER shall furnish to the OWNER all such information and data for this purpose as the OWNER may request. The OWNER reserves the right to reject any BID if the evidence submitted by, or investigation of, such BIDDER fails to satisfy the OWNER that such BIDDER is properly qualified to carry out the obligations of the Agreement and to complete the work contemplated therein.

A conditional or qualified BID will not be accepted.

All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the project shall apply to the contract throughout.

Each BIDDER is responsible for inspecting the site and for reading and being thoroughly familiar with the CONTRACT DOCUMENTS. The failure or omission of any BIDDER to do any of the foregoing shall in no way relieve any BIDDER from any obligation in respect to his BID.

Bidders are cautioned that they must inform themselves of the character of the work to be performed under this contract and that a deviation to any extent either way may be made from the approximate quantities, which are stated for the purpose of showing the class of work required and as a basis for determining the amount of the bid, but not to fix the amount of work to be done.

The Contractor will be paid for work actually done at the unit prices bid, regardless of differences in the estimated quantities listed in the bid proposal and the actual quantities. Final payments will be based on quantities in place, measured or determined by the Engineer at the site where work has been constructed or accomplished.

A base bid schedule and two bid alternate schedules are included with this bid. Award will be made to the lowest responsive, responsible BIDDER. The OWNER reserves the right to award based on either the Base Bid schedule or Bid Alternate #2 schedule, as determined to be in the best interest of the OWNER. Bid alternates may be accepted at the sole discretion of the OWNER.

When a proposal is made by a firm, the firm name, and also the individual name(s) of the member(s) of the firm must be signed in full.

Heber City – 980 S. Mill Rd. Intersection 00100-3 December 2025

No alterations by erasure will be allowed and permission will not, in any case, be given for the withdrawal, modifications, or explanation of any bid.

The Owner reserves the right to reject any and all proposals and to waive any informality or defects in the proposal received.

Transfers of contract, or of interest in contracts, are prohibited. The General Contractor will be responsible for all subcontractors. 50% of all work completed must be performed by the General Contractor.

All proposals shall be made and received with the express understanding that the bidder accepts the terms and conditions contained in the complete contract bound herewith.

A pre-bid meeting will be held at the office of Heber City, 75 North Main, Heber, Utah 84032, on January 6, 2026, at 10:00 a.m. MST. The purpose of the conference will be to discuss questions bidders may have on the project and clarify the intent of the Plans and Specifications.

Neither the Engineer nor Owner shall be held responsible for any oral instructions. Any changes to the Plans and Specifications will be in the form of a written Addendum which will be furnished to all plan holders.

Additional information can be obtained from the ENGINEER, prior to submitting your bid from Sunrise Engineering, LLC at the following location:

1180 North Mountain Springs Parkway, Springville, Utah 84663, telephone number (801) 704-5220.

Heber City – 980 S. Mill Rd. Intersection 00200-1 December 2025

DOCUMENT 00200

INFORMATION REQUIRED OF BIDDER

GENERAL INFORMATION

The bidder shall furnish the following information. Failure to comply with the requirement may render the BID non-responsive and may cause its rejection. Additional sheets shall be attached as required.

(1) Contractor's name and address:

(2) Contractor's telephone number:

(3) Contractor's license: Primary classification:

State License No.:

Supplemental classifications held, if any:

(4) Number of years as a contractor in construction work of this type:

(5) Names and titles of all officers of contractor's firm:

(6) Name of person who inspected site of proposed work for your firm:

Name: Date of Inspection:

NOTE: THE FOLLOWING INFORMATION SHALL BE PROVIDED AS SEPARATE ATTACHMENTS AND

SHALL BE SUBMITTED WITH BID.

(7) Name and telephone number of Surety Company and agent who will provide the required bonds on the contract:

Name: _____________________ Telephone: ________________

(8) Individual experience resume of person who will be designated chief construction superintendent.

(9) List of subcontractors and major suppliers anticipated to be utilized during the contract.

(Use other sheets as necessary)

Heber City – 980 S. Mill Rd. Intersection 00200-2 December 2025

(10) The bidder must demonstrate the ability to perform at least 50 percent of the work without subcontracting. Information on the bidder's ability to staff the project, both in the field and in his office, and the bidder's ability to directly supply major construction equipment to the project shall be submitted for review with the bidder's proposal.

(11) List of completed projects similar in nature to this project, including a reference list of at least two

(2) construction contracts completed by the Contractor during the last four (4) years involving work of similar type, and complexity. This list shall include the following information for each project as a minimum:

- Name, address and - Original Contract amount and telephone number of change order amount.

owner

- Name of Project - Date of completion of contract

- Name, address and - Brief description of telephone number of the work involved, project engineer size, length, etc.

Heber City – 980 S. Mill Rd. Intersection 00210-1 December 2025

DOCUMENT 00210

STATUS VERIFICATION SYSTEM AFFIDAVIT

PART 1 GENERAL

1.1 CONTRACTOR

A. Name:

B. Address:

C. Telephone number:

D. Facsimile number:

1.2 OWNER

A. The name of the OWNER is HEBER CITY CORPORATION.

1.3 CONSTRUCTION CONTRACT

A. The Construction Contract is known as

Heber City – 980 South Mill Road Intersection Improvements

PART 2 REQUIREMENTS

2.1 REGISTRATION AND PARTICIPATION

A. Contractor will be required by City ordinance to include the following wording in each subcontract at every tier:

“Any contractor or subcontractor who works under or for another contractor shall certify to the main contractor by affidavit that the contractor or subcontractor has verified through the State Verification System the employment status of each new employee of the respective contractor or subcontractor, in accordance with Utah Code Section 63G-11-103. Such affidavit must be provided prior to the Notice to Proceed for the subcontractor to perform the work.”

B. By submitting a proposal and/or by signing this contact, contractor certifies that it does not, nor shall during the performance of this contract knowingly employ, or subcontract with any individual contractor or entity which employs workers in violation of current Federal or State Immigration laws, or Title 15 of the Heber City Code, and Utah Code 63G-11-103.

C. Contractors and subcontractors shall produce at the City’s request, such documents which are required to verify the employment status of each new employee in compliance with such said current applicable Federal and State laws.

Heber City – 980 S. Mill Rd. Intersection 00210-2 December 2025

D. If the contractor and subcontractor knowingly employs workers in violation of any such laws, including Utah Code 63G-11-103, such violation shall be cause for unilateral cancellation of the contract between contractor and the City. In the event this contract is terminated due to such a violation by the contractor or by a subcontractor of the contractor, the contractor shall be liable for any and all costs associated with such termination including, but not limited to, all costs and attorney fees and any general damages incurred by the City.

PART 3 EXECUTION

3.1 CONTRACTOR'S SUBSCRIPTION AND ACKNOWLEDGMENT

A. CONTRACTOR's signature:

B. Please print name here:

C. Title:

D. CONTRACTOR's Utah license number:

Acknowledgment State of )

) ss.

County of )

The foregoing instrument was acknowledged before me this ________________ , 2026 by (person acknowledging and title or representative capacity, if any).

Notary’s signature

Residing at

My commission expires: Notary's seal

END OF DOCUMENT

Heber City – 980 S. Mill Rd. Intersection 00300-1 December 2025

DOCUMENT 00300

BID

HEBER CITY

Date:

Proposal of ________________________________________________ (hereinafter called "BIDDER", organized and existing under the laws of the State of Utah, doing business as

*Insert "a corporation", "a partnership", or "an individual" as applicable.

To Heber City Corporation (hereinafter called "OWNER").

In compliance with your Request for Bids, BIDDER hereby proposes to perform all work for the construction of Heber City – 980 South Mill Road Intersection Improvements in strict accordance with the CONTRACT DOCUMENTS, within the time set forth therein, and at the prices stated below.

By submission of this BID, each BIDDER certifies, and in the case of a joint BID, each party thereto certifies as to his own organization that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any competitor.

BIDDER hereby agrees to commence work under this contract on or before a date to be specified in the Notice to Proceed and to be 100 percent complete with the project by June 30, 2026.

BIDDER further agrees to pay as liquidated damages, the sum of $1,000 for each consecutive calendar day thereafter as provided in section 15 of the General Conditions.

BIDDER acknowledges receipt of the following ADDENDUM:

The BIDDER agrees to perform all the work described in the specifications and shown on the plans for the following bid unit prices (Figures are to be typewritten or clearly and legibly printed in ink.):

The BIDDER agrees that this bid shall be good and may not be withdrawn for 60 calendar days as stated in the specifications after the scheduled closing time for receiving bids.

The BID unit prices shall include all labor, materials, mobilization, rentals, bailing, shoring, removal, overhead, profit, insurance, sales tax, other applicable taxes and fees, etc., to cover the finished work of the several kinds called for.

Upon receipt of written notice of the acceptance of this bid, BIDDER will execute the formal contract attached within 10 days and deliver a Surety Bond or Bonds as required by the General Conditions. The bid security amounting to five (5) percent of the base bid is hereby attached and is to become the property of the OWNER in the event the contract and bond are not executed within the time above set forth, as liquidated damages for the delay and additional expense to the OWNER caused thereby.

Heber City – 980 S. Mill Rd. Intersection 00300-2 December 2025

BID SCHEDULE

980 South Mill Road Intersection Improvements

No. Item Quantity Unit Unit Price Amount

BASE BID

1 Mobilization 1 LS

2 Traffic Control 1 LS

3 Clearing, Grubbing, and Demolition 1 LS

4 Relocate Shallow Sump Inlet 1 EA

5 Remove Existing Asphalt Pavement 1,800 SF

6 Remove Existing Curb and Gutter 330 LF

7 Remove Existing Concrete Sidewalk 950 SF

8 Remove Existing Landscaping 1 LS

9 Install High-Back Curb and Gutter 365 LF

10 Install Concrete Sidewalk 1,000 SF

11 Install Perpendicular Curb Ramps 8 EA

12 Install Bike Ramp 1 EA

13 Install Mow Curb 10 LF

14 Asphalt Pavement Patching 730 SF

15 4” Dual Yellow Striping 10 LF

16 4” White Striping 10 LF

17 4” Dashed White Striping 500 LF

18 Pavement Marking Paint (School Crossings, Stop Lines) 460 LF

19 Thermoplastic Message (Yield Lines) 23 EA

20 Pavement Message Paint 12 EA

21 TAPCO RRFB Pedestrian Crosswalk System 1 LS

Heber City – 980 S. Mill Rd. Intersection 00300-3 December 2025

22 Signage 1 LS

23 Decorative Rock 1,020 SF

24 Sump Disposal 1 EA

TOTAL – BASE BID:

No. Item Quantity Unit Unit Price Amount

BID ALTERNATE #1 – RRFB PEDESTRIAN CROSSWALK SYSTEM

25 RRFB Pedestrian Crosswalk System 1 LS

No. Item Quantity Unit Unit Price Amount

BID ALTERNATE #2 – ALTERNATIVE SCHEDULE

1 Mobilization 1 LS

2 Traffic Control 1 LS

3 Clearing, Grubbing, and Demolition 1 LS

4 Relocate Shallow Sump Inlet 1 EA

5 Remove Existing Asphalt Pavement 1,800 SF

6 Remove Existing Curb and Gutter 330 LF

7 Remove Existing Concrete Sidewalk 950 SF

8 Remove Existing Landscaping 1 LS

9 Install High-Back Curb and Gutter 365 LF

10 Install Concrete Sidewalk 1,000 SF

11 Install Perpendicular Curb Ramps 8 EA

12 Install Bike Ramp 1 EA

13 Install Mow Curb 10 LF

Heber City – 980 S. Mill Rd. Intersection 00300-4 December 2025

14 Asphalt Pavement Patching 730 SF

15 4” Dual Yellow Striping 10 LF

16 4” White Striping 10 LF

17 4” Dashed White Striping 500 LF

18 Pavement Marking Paint (School Crossings, Stop Lines) 460 LF

19 Thermoplastic Message (Yield Lines) 23 EA

20 Pavement Message Paint 12 EA

21 TAPCO RRFB Pedestrian Crosswalk System 1 LS

22 Signage 1 LS

23 Decorative Rock 1,020 SF

24 Sump Disposal 1 EA

TOTAL – BID ALTERNATE #2:

Note: Figures are to be typewritten or clearly and legibly printed in ink. In case of discrepancy between unit price and total amount shown, the unit price shall govern. Bidder agrees to perform all work described in the CONTRACT DOCUMENTS for the unit price or lump sum as shown.

The undersigned has checked carefully all the above figures and understands that the Owner will not be responsible for any errors or omissions on the part of the undersigned in making up this Bid.

In submitting this Bid, it is understood that the right to reject any and all Bids and to waive irregularities in the Bidding has been reserved by the Owner.

ATTEST: Respectfully Submitted:

Signature

Utah License No. Address

Title Date

Phone

END OF SECTION

Heber City – 980 S. Mill Rd. Intersection 00310-1 December 2025

SECTION 00310

SCHEDULE OF VALUES

The BIDDER shall complete and submit this form with the BID. Include all rates for labor and equipment that are currently provided by your company and /or anticipated to be required for this project. The Schedule of Values of costs listed below shall include overhead and profit. The unit costs will be used for change orders if changes or additions are required during this project. Unit costs for equipment shall include the cost of an operator.

Description Unit Cost Labor Rates (i.e. Foreman, Laborer, etc.)

1. Supervisor

2. Foreman

3. Pipe Layer

4. Laborer

5. Operator 6.

7.

8.

9.

10.

Excavators (i.e. 220 Excavator, 400 Excavator, 580 Backhoe, etc.)

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

Loaders, Dozers, Graders, etc.

21.

22.

23.

24.

25.

26.

27.

Trucks (i.e. Water Truck, Truck & Pump, Dump Truck, Pickup) 28.

Heber City – 980 S. Mill Rd. Intersection 00310-2 December 2025

29.

30.

31.

32.

33.

34.

35.

36.

Misc. Equipment (Compactors, Generators, Trench Boxes, Pumps, etc.)

37.

38.

39.

40.

41.

42.

43.

44.

45.

Other 46.

47.

48.

49.

50.

(Add Pages if Necessary)

Respectfully Submitted:

Bidder:

Signature:

Heber City – 980 S. Mill Rd. Intersection 00320-1 December 2025

SECTION 00320

MEASUREMENTS AND PAYMENTS

PART 1 GENERAL

1.1 This Section covers measurement and payment practices utilized by the Engineer in performing its contract management services according to the requirements of these Specifications and other parts of the Contract Documents.

PART 2 MEASUREMENT

2.1 METHODS

The method of measurement and computations to be used in determination of quantities of material furnished, and of work performed under the Contract, will be those methods generally recognized as conforming to good engineering practice.

When items of improvement, equipment, or service referred to herein as "work" are shown on the plans and/or called for in the specifications for Contractor to furnish, install, or provide, the items of work shall be measured and paid for in one of two ways. First, if the item of work is considered incidental to other items in the Bid Schedule, no separate measurement and payment shall be made and no separate bid item in the bid schedule will appear. In this case measurement and payment for this work shall be included by Contractor in other bid items on the bid schedule. Second, when shown separately on the bid schedule, the item of work shall be measured as called for in the specifications and paid for at the contract unit price for that work.

2.2 ACCURATE PRICING

The Bidder shall include a price for all bid items in the Bid Schedule and the Schedule of Values if required. Failure to do so may render the Bid non-responsive and may cause its rejection. All bids will be checked for errors. In the event the total "amount" indicated on the Bid schedule for a bid item does not equal the product of the unit price times the estimated quantity, the unit price shall govern, and the amount will be corrected accordingly. In the event the Bid Total does not agree with the sum of the prices bid on the individual bid items, the individual item prices shall govern and the total for the Bid schedule will be corrected accordingly. Contractor shall be bound by any such corrections. For "Lump Sum" bid items, where applicable, the total shown on the Schedule of Values shall equal the amount entered for the corresponding bid item on the Bid schedule.

2.3 U.S. STANDARD MEASURE

All work completed under this Contract will be measured by U.S. standard measure for the units described herein. Work performed by Contractor will be measured in those units in accordance with the procedure described herein.

2.4 MEASUREMENT BY ENGINEER

Since the quantities appearing on the Bid Schedules are approximate only and are prepared for the comparison of bids, all work and materials are subject to measurement by Engineer. Measurement

Heber City – 980 S. Mill Rd. Intersection 00320-2 December 2025 of work performed by Contractor on Bid items with unit prices other than "lump sum" will be for the actual quantities of work performed and accepted, or material furnished in accordance with the Contract. In the case of lump sum bid items, Engineer will verify that all of the work represented by the bid item has been completed.

2.5 VARIATIONS IN QUANTITIES OF WORK

The scheduled quantities of work to be done and materials to be furnished may each be increased, decreased, or omitted at Owner's discretion without modifications to the unit price.

2.6 MEASUREMENT BY LUMP SUM

The term "Lump Sum" when used as a unit of measurement for a specific improvement or separate component of a unit shall include all work necessary to complete that entire unit, including all necessary fittings and accessories delineated by the pay limits as shown on the Drawings. If no pay limits are shown on the Drawings, then the improvement shall include all fittings and accessories within 5-feet of the item.

2.7 MEASUREMENT BY LINEAL FOOT

All work measured by the lineal foot shall be measured parallel to the centerline. For water and gas piping, no deduction will be made for valve, fittings or carrier pipe. For sewer collection piping, measurement shall be to the inside surface of connecting manholes. Piping connected to structures, except headwalls, shall be measured to a point five (5) feet outside of that structure, unless indicated otherwise on the Drawings.

A station, when used as a unit of measurement, will be 100 lineal feet.

Items measured by the lineal foot; such as pipe culverts, guardrail, under-drains, etc., will be measured parallel to the base or foundations upon which structures are placed.

2.8 MEASUREMENT BY AREA

Area computations will be made from actual horizontal and transverse measurements made on the site of the work.

Structures will be measured to the neat lines shown on the plans or as altered to fit site conditions.

2.9 MEASUREMENT BY VOLUME

In computing volumes of excavation, the average end area method will be used unless Engineer and Contractor agree, in writing, to an alternate method.

Materials to be measured by volume or by load count shall be hauled in approved vehicles and measured at the point of delivery. Vehicles for this purpose may be of any size or type, provided the body is shaped so the actual volume may be readily and accurately determined.

2.10 MEASUREMENT BY WEIGHT

The term "ton" will mean the short ton of 2,000 pounds avoirdupois.

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When measurement units require weighing materials for payment, Contractor shall be responsible for providing weight measurement from commercial certified scales or from scales provided at the job site which are certified in the state wherein the work is located.

2.11 CONVERSION OF WEIGHT TO VOLUME

When requested by Contractor and approved by Engineer in writing, materials specified to be measured by the cubic yard may first be weighed and the weight converted to cubic yards for payment purposes. Factors for conversion from weight measurement to volume measurement will be determined by Engineer and agreed to by Contractor before this method of measurement of quantities is used.

2.12 SPECIFIC MANUFACTURED ITEMS

When standard manufactured items are specified such as fence, wire, plates, rolled shapes, pipe conduit, etc., and these items are identified by gauge, unit, weight, section dimensions, etc., such identification will be considered to be nominal weights or dimensions. Unless more stringently controlled by tolerance in cited specifications, manufacturing tolerances established by the industries involved will be accepted.

2.13 MEASUREMENT BY EACH

All work measured by each shall be an individual or single unit.

PART 3 PAYMENT

3.1 SCOPE OF PAYMENT

Contractor shall receive and accept compensation provided in the Contract as full payment for:

Furnishing all materials, labor, equipment, tools, transportation, and incidentals required for completion of work.

All loss or damage due to the nature of the work, action of the elements and unforeseen difficulties until final acceptance by Engineer, subject to the provisions of the General Conditions.

All costs arising from any infringement of a patent, trademark, or copyright.

Bids shall include all sales tax and all other applicable fees.

3.2 NON-PAYMENT

No payment will be made for:

Work which is in excess of that described in the Contract Documents.

Removal and replacement of defective work.

Loss of anticipated profits.

3.3 LUMP SUM

The term "lump sum", when used as a unit for payment, shall include all work required to complete the item, including all necessary fittings and accessories, as described in the Bid Schedule.

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3.4 FULL PAYMENT

Contractor shall receive and accept compensation provided for in the Contract as full payment for furnishing all materials and for performing all work under the Contract in a complete and acceptable manner and for all risk, loss, damage or expense of whatever character arising out of the nature of the work or the execution thereof.

3.5 VARIATION IN QUANTITY OF WORK

Owner reserves the right to make variations in quantities by adding to, or deleting from, quantities listed in the bid schedule in order to match the total bid with the money available in the budget.

PART 4 MEASUREMENTS AND PAYMENTS

This section seeks to more clearly identify those tasks which are specifically included in each of the respective Bid Schedule items and thereby minimize confusion that sometimes arises with regard to measurement of and payment for specific tasks comprising the Work. Inclusion or exclusion of any item or task from this Section shall in no way be construed to mean that additional payment shall be required of Owner. All materials, transportation, equipment, expenses, operations, overhead, and labor necessary to complete the work in the manner intended by the Drawings and Contract Documents and Specifications not specifically listed as a line item in the Bid Schedule or described in the following subsections shall be considered incidental to the Work and shall not cause Contractor to be eligible for additional payment by Owner. Bid items for pipe, valves, conduit, etc. shall also include any miscellaneous parts, fittings, accessories, connections, or tie-ins as necessary to complete the work in the manner intended by the Drawings and Contract Documents and Specifications.

ITEM 1: MOBILIZATION

Measurement and payment for mobilization will be made on a lump sum basis. Payment shall be made as a percentage of the total lump sum amount based on the portion of the project completed, as determined by the Engineer. The total amount paid for this item shall not exceed ten (10) percent of the total contract amount. The lump sum price shall include all materials, equipment, labor, and incidentals necessary for mobilizing and preparing for construction in accordance with Heber City Improvement Requirements, Section 00700.

This item includes, but is not limited to, the following work:

1. Preparing and submitting all required documentation prior to beginning work, including the construction schedule, permits, bonds, insurance certificates, traffic control plans, and other submittals as required by the Contract Documents and the City Engineer.

2. Attending and participating in the pre-construction conference with Heber City, and coordinating with the City Engineer, Inspector, and utility companies prior to the start of construction.

3. Moving personnel, equipment, supplies, and incidentals to the project site, establishing staging areas, temporary facilities, sanitary and potable water facilities, and providing access to the work areas.

4. Preparing preconstruction photographs and videos of the project area, if directed by the Engineer.

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5. Procuring and maintaining all required bonds, insurance, and licenses necessary for the performance of the work.

6. Developing and submitting a detailed construction schedule for review and acceptance by the Engineer prior to beginning work.

7. Performing subsurface utility investigations to confirm the location of existing underground facilities and coordinating with all affected utility owners before excavation or trenching.

8. Setting up initial traffic control, signage, and safety measures in accordance with the current Manual on Uniform Traffic Control Devices (MUTCD) and Heber City requirements.

9. Installing and maintaining dust control, noise abatement, and storm water pollution prevention measures, including Best Management Practices (BMPs) consistent with the Heber City Storm Water Design Manual and Utah Department of Environmental Quality requirements.

10. Performing initial surveying, layout, and staking required for construction. This includes verifying existing benchmarks, protecting and resetting disturbed survey monuments, and ensuring that construction staking is complete and accurate.

11. Conducting public relations activities, including providing notices, flyers, or door hangers to affected residents and businesses prior to work that affects access, utilities, or traffic.

12. Performing quality assurance and process control testing required to ensure compliance with project specifications.

13. Coordinating with adjacent and overlapping projects, property owners, and agencies as required to minimize conflicts and maintain access.

14. Providing security, lighting, and protection for materials, equipment, and temporary facilities at the project site.

15. Performing daily site housekeeping, including waste cleanup and rubbish disposal, and maintaining a clean and orderly work environment throughout the project duration.

16. Performing demobilization and project close-out operations, including removal of temporary facilities, debris, and equipment, and restoration of all disturbed areas to a clean and acceptable condition upon completion of construction.

Payment for mobilization shall constitute full compensation for all materials, labor, equipment, permits, insurance, and incidentals required to perform all work described above, including compliance with Heber City’s Improvement Requirements (Section 00700) and as directed by the Engineer.

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ITEM 2: TRAFFIC CONTROL

Measurement and payment for traffic control will be paid as a percentage of the project complete when traffic control (TC) is fully compliant with approved TC plans. This item shall be paid for as a percentage in relationship to the project completion. This item will be compensation in full for compliance with Heber City standards providing, preparing, and submitting a site-specific traffic control plan by an ATSSA- or AGC-certified individual (or Utah licensed engineer if required) to Heber City for review and acceptance; including furnishing, installing, and maintaining traffic control devices through the duration of the project limits, maintaining the traffic control plan and devices, flagging, certified traffic control maintainer, and public notification.

ITEM 3: CLEARING, GRUBBING & DEMOLITION

Measurement and payment for this item will be lump sum. Payment will be made at the contract lump sum price for clearing, grubbing and demolition completed within the project limits as shown on the Plans. Such payment will be compensation in full for furnishing all labor, equipment, and materials required for the complete removal and disposal of vegetation, trees, brush, stumps, roots, logs, organic material, and other unsuitable debris;

stripping and stockpiling topsoil where required; removal of obstructions and other objectionable material; backfilling and compacting depressions caused by grubbing; and grading to a uniform surface. All cleared and grubbed material shall be disposed of offsite in accordance with local regulations unless otherwise approved by the Engineer.

ITEM 4: RELOCATE SHALLOW SUMP INLET

Measurement and payment for relocating a shallow sump inlet will be made on a per each basis. Work includes excavation and removal of the existing inlet structure, install of a new inlet structure in a new location, install of 12-inch RCP connection to manhole sump, and repairing the old manhole connection and installing a new connection as shown on the plans or as directed by the Engineer. Includes installation of all fittings, concrete, labor and materials required for a complete and functional system. Also includes restoration of surrounding hardscape and landscape improvements. Payment shall be full compensation for all labor, equipment, materials, and incidentals necessary to complete the work in accordance with Heber City Standards and as directed by the Engineer.

ITEM 5: REMOVE EXISTING ASPHALT PAVEMENT

Measurement and payment for this item will be per square foot. Payment will be made at the unit bid per square foot of asphalt pavement that is removed. Such payment will be compensation in full for furnishing all labor, equipment and materials for saw-cutting, removal and proper disposal of existing asphalt pavement offsite. This item only includes sections of asphalt pavement indicated on the Plans for removal. Any asphalt pavement damaged by Contractor that is not intended to be removed shall be replaced at Contractor’s expense.

ITEM 6: REMOVE EXISTING CURB AND GUTTER

Measurement and payment for this item will be per linear foot. Payment will be made at the unit bid per linear foot of curb & gutter removed. Such payment will be compensation in full for furnishing all labor, equipment and materials for saw-cutting, removal and proper disposal of existing curb & gutter offsite. This item only includes sections of curb & gutter indicated on the Plans for removal. Any curb & gutter damaged by Contractor that is not intended to be removed shall be replaced at Contractor’s expense.

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ITEM 7: REMOVE EXISTING CONCRETE SIDEWALK

Measurement and payment for this item will be per square foot. Payment will be made at the unit bid per square foot of concrete sidewalk removed. Such payment will be compensation in full for furnishing all labor, equipment and materials for saw-cutting, removal and proper disposal of existing concrete sidewalk offsite. This item only includes sections of concrete sidewalk indicated on the Plans for removal. Any sidewalk damaged by Contractor that is not intended to be removed shall be replaced at Contractor’s expense.

ITEM 8: REMOVE EXISTING LANDSCAPING

Measurement and payment for this item will be lump sum. Payment will be made at the contract lump sum price for removing existing landscaping improvements and modifying the irrigation system of adjacent improvements to maintain irrigation function of the adjacent improvements (as shown on the Plans). Such payment will be compensation in full for furnishing all labor, equipment, and materials required for the removal and disposal of existing landscaping and required modifications to adjacent irrigation/landscape improvements. All removed landscape material shall be disposed of offsite in accordance with local regulations unless otherwise approved by the Engineer.

ITEM 9: INSTALL HIGH-BACK CURB AND GUTTER

Measurement and payment for this item will be per linear foot. Payment will be made at the unit price bid per linear foot of high back curb and gutter installed. Such payment will be compensation in full for furnishing all labor, equipment, and materials required for construction of high back curb and gutter including subgrade preparation, placement of untreated base course, compaction, placement of forms, placement and finishing of concrete, and completely installing high back curb and gutter to match existing, and all other appurtenances required for proper installation as outlined in the Plans and Specifications.

ITEM 10: INSTALL CONCRETE SIDEWALK

Measurement and payment for this item will be per square foot. Payment will be made at the unit bid per square foot of concrete sidewalk installed. Such payment will be compensation in full for furnishing all labor, equipment, and materials required for placement of concrete sidewalk, including subgrade preparation, placement of untreated base course, compaction, placement of forms, placement and finishing of concrete, and all other appurtenances required for the proper installation of the concrete sidewalk as outlined in the Plans and Specifications. This pay item includes all Concrete Sidewalk and turning spaces. Perpendicular Curb Ramps are paid under the Install Perpendicular Curb Ramps pay item.

ITEM 11: INSTALL PERPENDICULAR CURB RAMPS

Measurement and payment for parallel and/or perpendicular pedestrian curb ramps will be made on a per each basis. Work includes removal of existing curb, gutter, and sidewalk as necessary; construction of new ADA-compliant pedestrian curb ramps in the configurations shown on the plans; placement of concrete, detectable warning surfaces, and all required transitions to adjacent sidewalk, curb, and pavement; and restoration of disturbed areas. All ramps shall meet current ADA requirements and Heber City Standard Specifications and Drawings. Payment shall be full compensation for all labor, equipment, materials, and incidentals required to complete the work as shown on the plans and as directed by the Engineer. Turning spaces are paid under the Install Concrete Sidewalk pay item.

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ITEM 12: INSTALL BIKE RAMP

Measurement and payment for bike ramp will be made on a per each basis. Work includes construction of a new concrete ramp at the locations shown on the plans; forming, placing, and finishing concrete to match adjacent grades and surfaces; and ensuring smooth transitions between roadway, trail, and sidewalk areas. All work shall conform to Heber City Standard Specifications and Drawings. Payment shall be full compensation for all labor, equipment, materials, and incidentals required to complete the work as specified and as directed by the Engineer.

ITEM 13: INSTALL MOW CURB

Measurement and payment for this item will be per linear foot. Payment will be made at the unit price bid per linear foot of mow curb installed. Such payment will be compensation in full for furnishing all labor, equipment, and materials required for construction of mow curb including subgrade preparation, placement of untreated base course, compaction, placement of forms, placement and finishing of concrete, and completely installing mow curb to match adjacent high-back curb and gutter and sidewalk, and all other appurtenances required for proper installation as outlined in the Plans and Specifications.

ITEM 14: ASPHALT PAVEMENT PATCHING

Measurement for payment for this item will be per square foot. Payment will be made at the unit price bid per square foot of finished asphalt. Such payment will be compensation for completely installing each square foot of asphalt matching adjacent thickness (4-inch minimum) complete in place including all cost of removal of obstructions, imported granular fill or UBC required, compaction, compaction testing, surface restoration, and all appurtenances as specified or indicated on the Plans and Specifications and Heber City Standard Specifications and Drawings.

ITEM 15: 4” DUAL YELLOW STRIPING

Measurement and payment for 4-inch yellow dual striping will be made per linear foot.

Payment will be made at the unit price bid per linear foot of yellow dual striping installed complete in place as shown on the plans and in accordance with MUTCD and Heber City standards.