3200 W Water & PI Improvements Project No. COB25001WS

Contract Documents and Specifications

March 2026

3/10/2026

City of Bluffdale – 3200 W Water & PI Improvements Table of Contents 2026

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TABLE OF CONTENTS

REFERENCE TITLE

SECTION I GENERAL INFORMATION

00 01 01 Cover Sheet 00 01 10 Table of Contents

SECTION II LEGAL AND PROCEDURAL DOCUMENTS

00 22 00 Advertisement for Bids 00 22 13 Contract Award and Execution 00 22 16 Information Required of Bidder 00 41 00 Scope of Work 00 43 00 Bid, Bid Schedule and Measurement and Payment 00 72 00 General Conditions

SECTION III SPECIAL PROVISIONS AND TECHNICAL SPECIFICATIONS

00 72 05S Bluffdale Quality Assurance Program 00 72 10S Materials Dispute Resolution 01 50 00S Construction Facilities 01 55 26S Traffic Control 01 55 27S Maintenance of Traffic 01 70 16S Construction Surveying 32 12 06S Hot Mix Asphalt (HMA) 32 12 07S Bituminous Concrete 33 11 00S Water Distribution and Transmission 33 13 00S Pipeline Testing and Disinfection

SECTION IV PROJECT PLANS

General G-1 Title Sheet G-2 County Map, Vicinity Map & Sheet Index G-3 Abbreviations & Legend G-4 General Notes & Utility Contacts

Design Sheets UT1 – UT6 Utility Plans

Details D1 Drinking Water Service Detail D2 Asphalt Repair Detail D3 Curb & Gutter Detail D4 Typical Street Cross-Section Detail

Table of Contents 2026

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D5 Paving Operation Requirements Detail D6 Thrust Blocking Restraints Detail D7 Mechanical Thrust Restraints Detail D8 Drinking Water Line Installation Detail D9 Fire Hydrant Detail D10 Valve Box Installation Detail D11 Driveway Approach Detail D12 Pressure Irrigation Installation Detail D13 Pressure Irrigation Service Detail

FOLLOW APWA STANDARDS FOR ANY WORK NOT COVERED BY THE ABOVE STANDARDS AND

SPECIALS

Section 00 22 00 – Advertisement for Bids 2026

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ADVERTISEMENT FOR BIDS

Owner: CITY OF BLUFFDALE Address: 2222 West 14400 South

BLUFFDALE, UT 84065

The City of Bluffdale is seeking qualified contractors to complete the 3200 W Water and PI Improvements project (Project No. COB25001WS). Bids are to be submitted electronically through a secure mailbox on the Utah Public Procurement Place (U3P) Bonfire website until 2:00 p.m. (local time), March 26, 2026.

To submit bid, upload all bidding documents listed. All attached documents shall be labeled and uploaded as separate files. As part of the bid, submit a bid bond in the amount of 5% of the total bid electronically through U3P.

Submit all required documents through U3P Bonfire prior to the deadline. Any bids sent through means other than the U3P Bonfire website will not be accepted. The City will not accept any bids submitted after the deadline.

Refer to purchasing.utah.gov if you have questions on how to use the Bonfire program, including how to submit a bid.

The principal items of work are approximately as follows:

Installation of approximately 400 linear feet of 8-Inch drinking waterline, new fire hydrant assembly, pressurized irrigations services, irrigation pipe tie overs, various concrete flatwork, and asphalt replacement.

Procure a copy of the plans on U3P Bonfire. All updates, including addendums and answers to inquiries will be made on Bonfire. All questions must be asked through the Bonfire site. The Contractor is responsible for getting all the updates on Bonfire before bidding the project.

All BIDDERS are required to have payment and performance bonds underwritten by a Surety Company approved by the U.S. Department of the Treasury. (Circular 570, latest edition).

Bluffdale City Corporation reserves the right to accept or reject any or all proposals, or any part of any proposal, including the right to waive any informalities in any part of any proposal within the best interest of Bluffdale City.

March 2026 Bruce Kartchner_

City Manager

City of Bluffdale – 3200 W Waterline & PI Improvements Section 00 22 13 – Contract Award and Execution 2026

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CONTRACT AWARD AND EXECUTION

PART 1 GENERAL

1.1 SECTION INCLUDES

Information on the bid and award process the City follows.

1.2 CONSIDERATION

A. Use only U3P to submit your bid. The City will open bids uploaded through the U3P portal. The summation of the products of the quantities and the unit bid prices in the bid are the basis for comparison.

1. The results of the comparisons are available to the public after completion on

U3P.

2. The unit bid prices govern if a discrepancy exists between unit bid prices and extensions.

B. Any bid or proposal can be rejected for any or no reason.

1. All contractors who perform work for the City, will be evaluated and scored according to City evaluation criteria as specified in Exhibit 1 below. Any contractor who scores less than 70% of the possible score is deemed to have a negative evaluation. Negative evaluations may affect future awards of bids.

2. Contractors that are determined to have scored less than 70% will be advised in writing by the City and will be given the opportunity to contest the score by submitting a written response within 30 days of receipt of notice.

Exhibit 1 Contractor Performance Review

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CONTRACTOR:

PROJECT:

COMPLETED BY: DATE:

SCHEDULE

1 Was a schedule submitted and updated on a regular basis?"

Yes (1) No (0) N/A 2 Did the City have to ask repeatedly forschedule updates?

Yes (0) No (1) N/A 3 Did the Contractor follow the agreed schedule?

Yes (1) No (0) N/A 4 Did the Contractor complete the project on time as required by the contract? (Not including City delays)

Yes (1) No (0) N/A

COMMUNICATION

5 Did the Contractor follow RFI, submittal and inspection procedures as required by the contract?

Yes (1) No (0) Sometimes (0) 6 Was the City notified of unforeseen circumstances and/or discrepancies as they were encountered?

Yes (1) No (0) Sometimes (0) 7 Did the Contractor respond to City staff correspondance in an acceptable time frame as required by the contract?

Yes (1) No (0) Sometimes (0) 8 Was proper notice as per the contract, given for water shut-offs or traffic disruptions?

Yes (1) No (0) Sometimes (0) 9 Did the resident questionnaires distributed by the Contractor show positive comments and results?

Yes (1) No (0) N/A

WORKMANSHIP

10 Did the Contractor perform the work to City standards?

Yes (1) No (0) Sometimes (0) 11 Did the City receive testing results as required?

Yes (1) No (0) Sometimes (0) 12 Were punch-list items completed in an acceptable time frame?

Yes (1) No (0) Sometimes (0)

BUDGET

13 Were change orders negotiated according to contract prices? (Or market prices if items not on bid schedule?)

Yes (1) No (0) N/A 14 Were pay requests submitted regularly?

Yes (1) No (0) N/A 15 Were pay requests accurate based on quantities installed?

Yes (1) No (0) N/A

SAFETY

16 Did the Contractor follow safety and OSHA requirements for the both the construction site and the public?

Yes (1) No (0) Sometimes (0) 17 Was traffic control implemented and carried out as per MUTCD standards?

Yes (1) No (0) Sometimes (1)

CONTRACTOR PERFORMANCE REVIEW

Documentation is required to justify any low score assigned. Attach as many sheets as necessary. Contractors earning a score below70% of available points will be deemed to have a negative evaluation which may affect future awards of bids.

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C. A bid can be withdrawn after bid opening by:

1. Submitting to the Engineer a notarized affidavit within 24 hours after bid opening declaring a clerical or mathematical error in bid preparation.

2. Submitting accompanying declaration with original work sheets used in bid preparation.

3. Describing specific errors in detail.

4. Verifying that an error has a significant monetary effect in the amount of 3 percent of the bid or greater.

D. No bids are withdrawn for judgmental errors.

1.3 CONTRACT AWARD

A. The City awards the contract to the lowest responsive and responsible bidder within 30 calendar days.

B. The City may withhold award beyond the 30 calendar days with the approval of the successful bidder.

C. The bidder may withdraw the proposal without liability if the award is not made within 30 calendar days.

D. The City notifies the successful bidder by letter mailed to the address shown on the proposal that the bid has been accepted and the contract has been awarded.

1.4 CANCELING THE AWARD

A. The City reserves the right to cancel the award of any contract before execution without liability.

1.5 RETURNING PROPOSAL GUARANTY

A. Proposal guaranties are returned after satisfactory contract bonds and all insurances have been furnished and the contract has been executed.

B. A bidder is not released from the bidding obligation because of an alleged error in the preparation of the proposal unless the City returns the proposal guaranty.

1.6 CONTRACT BONDS

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A. All Surety companies must be authorized to do business in the State of Utah.

Underwriting Limitation is stated in the United States Department of Treasury Circular 570; Surety Companies Acceptable on Federal Bonds. Only companies listed in the Department of Treasury Circular 570 are acceptable.

B. Return executed forms to the City as required by the Utah Procurement Code.

1. Payment Bond secures the payment of the claims of laborers, mechanics or material person employed on the work under the contract.

2. Performance Bond guarantees the faithful performance of the contract.

C. Submit bonds equal to 100 percent of the contract amount.

D. As an alternate contract bond, furnish a cash bond of two cashier’s checks, each in the amount of Contractor’s bid amount.

1. The City holds the cash bond and uses it when needed for correction of any non-performance or non-payment.

2. The City returns to the Contractor one half of the cash bond minus any cost against the bond upon release by the Engineer for satisfactory completion of the work.

3. The City releases the remaining cash bond if no payment claims have arisen within 90 calendar days after release by the Engineer.

4. The City holds the cash bond until the non-performance and non-payment issues are resolved. Contractor accrues no liability during this time.

5. The City decides the need for withholding the cash bond.

1.7 EXECUTING AND APPROVING THE CONTRACT

A. Return the signed contract, properly executed contract bonds, and all required insurances to the City within 10 calendar days after notice of award.

1. The bidder can withdraw the proposal without penalty if the City does not execute the contract within 30 calendar days after receiving signed contracts and bonds and insurances.

2. The contract is not considered in effect until executed by all parties.

1.8 MATERIALS GUARANTY

A. Furnish a complete statement of the origin, composition, and manufacturer of material proposed for use in the construction.

1. Furnish samples to be tested for meeting the contract.

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B. At the City request, furnish a written guaranty covering certain items of work for varying periods of time from the date of acceptance of the contract.

1. Use contract form and guarantee and time limits specified by the City.

2. Sign and deliver the guaranty to the Engineer before acceptance of the contract.

3. Upon completion of the contract, the required performance bond may be reduced to conform to the total amount of the contract bid prices for the items of work to be guaranteed. This amount continues in full force and effect for the duration of the guaranty period. Refer to this Section, article 1.6.

1.9 FAILURE TO EXECUTE CONTRACT

A. The City can cancel the notice of award and keep the proposal guaranty if the successful bidder does not execute the contract and file acceptable bonds and insurance certificates evidencing coverage within 10 calendar days after the date of the Notice of Award.

B. The City may then award the contract to the next lowest responsible bidder or may re-advertise the work.

1.10 BID DOCUMENTATION

A. Submit an electronic bid through the U3P portal to Bluffdale City Corporation, (herein called the "CITY"), by 2:00 p.m. (local time), March 26, 2026.

1. Label appropriately each file to be uploaded.

2. Use the required bid form. Fully complete the bid form, filling all blank spaces for bid Prices, in ink or typewritten. Submit only one form.

1.11 BID VALIDITY

A. The CITY may waive any informalities or minor defects or reject any and all bids.

1. Any bid may be withdrawn prior to the above scheduled time for the opening of bids or authorized postponement thereof.

2. Bids received after the time and date specified shall not be considered.

3. Any bids not sent through the U3P website will not be accepted.

4. 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 CITY and the BIDDER.

5. Failure to provide bid documentation renders the bid nonresponsive.

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6. The City will make every reasonable effort to ensure the confidentiality of bid documentation to the extent allowed by the Governmental Records Access and Management Act, Title 63, Title 2, Utah Code Annotated.

END OF SECTION

Section 00 22 16 Information Required of Bidder 2026

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INFORMATION REQUIRED OF BIDDER

Provide the following information. Failure to comply with this requirement will render the BID non-responsive and cause its rejection. Additional sheets shall be attached as required.

(1) Contractor's name and address:

(2) Contractor's telephone number: ___________________________

Email address: ___________________________

(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: _________________

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(7) Have there been any previous and/or current claims levied against the City or other entities? If yes, provide an explanation along with details, including the outcome and if litigation was threatened or filed.

Yes: ________________ No: ________________ (Attach separate sheets to provide details on YES responses.)

NOTE: The following information shall be PROVIDED AS SEPARATE ATTACHMENTS AND SHALL BE

SUBMITTED WITH BID.

(8) A copy of the Measurement and Payment signed by the company’s authorized representative stating they read and understand the bid items with inclusive work.

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

Name: _____________________ Telephone: __________________

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

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

(12) The bidder must demonstrate the ability to perform at least fifty (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.

(13) List of five (5) completed projects similar in nature to this project, including a reference list of at least two construction contracts completed by the Contractor during the last four (4) years involving work of similar type, and complexity and the most recently completed project. This list shall include the following information for each project as a minimum:

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- Name, address and - Contract amount telephone number of 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.

- Number of change orders - Amount of changes

(14) Upon request, a notarized and verified financial statement, references, and other information, sufficiently comprehensive to permit an appraisal of contractor's current financial condition.

(15) Provide a detailed project schedule.

(16) Provide an overview of the project traffic control and maintenance plan. Define how to minimize traffic impacts to residents while building the improvements. Explain how the plan provides protection and safety to pedestrians and vehicular traffic.

Selected contractor will need to provide a complete traffic control plan, for approval by the City, which includes all phases of the project at least two working days prior to the pre-construction meeting.

Section 00 41 00 – Scope of Work 2026

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SCOPE OF WORK

Identification and summary description of the Work, location, products furnished by Owner, activities by others, coordination, and early occupancy by Owner.

1.2 RELATED SECTIONS

A. Section 00 72 00: General Conditions

1.3 CONTRACT INTENT

A. The contract states the roles and obligations of the City and Contractor regarding the construction, execution, and completion of the project.

1.4 PROJECT SCOPE AND OBJECTIVES

A. The project scope and requirements are:

1. Project includes the installation of approximately 400 linear feet of 8-Inch drinking waterline, new fire hydrant assembly, pressurized irrigations services, irrigation pipe tie overs, various concrete flatwork and asphalt replacement.

2. To provide all resources and incidentals to complete the project on time (City Schedule).

Project must be completed by June 26, 2026

3. To abide by all requirements of this contract.

B. Except as specifically noted otherwise, provide and pay for:

1. Insurance and bonds.

2. Labor, materials, and equipment.

3. Tools, equipment, and machinery required for construction.

4. Utilities required for construction.

5. Temporary facilities including sheeting and shoring.

6. Traffic control and dust control measures.

7. Other facilities and services necessary for proper execution and completion of the Work.

C. Secure and pay for all permits including County and OSHA excavation permits, Department of

Transportation permits, government fees and licenses. If a City of Bluffdale permit is required, the City will cover the fee.

D. Comply with codes, ordinances, regulations, orders, and other legal requirements of public authorities having bearing on the performance of the Work.

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1.5 PROJECT LOCATION

A. The project is located at approximately 3200 West and 14600 South, Bluffdale, UT 84065.

1.6 LIMITATION OF OPERATIONS

A. Minimize interference with traffic during performance of the work.

B. Do not perform any work without written approval except for repairing or servicing equipment, protecting work, maintaining, or curing concrete, and maintaining traffic on Sundays or holidays.

C. Night work:

1. Night work will not be allowed.

D. Perform work from 7A.M. to 7:00P.M., unless otherwise approved by the Engineer in writing.

E. Maintain two-way traffic at all times, provide certified flaggers for any approved temporary lane closures or when required by the Engineer, or provide alternate plan for traffic movement through or around the work zone.

F. Do not block any access along the project for more than 20 minutes without approval or authorization by the owner and the Engineer.

1.7 ACTIVITIES BY OTHER

A. Coordinate all work on the project with utility companies and/or other entities that may need to perform work within the project limits.

B. Schedule work with owners and/or utility companies.

1.8 PARTNERING

A. The City encourages partnership between the City, the Contractor, and the subcontractors.

This partnership uses the strengths of each organization to identify and achieve mutual goals.

1.9 USE OF ON-SITE MATERIALS

A. Obtain approval before using excavated materials found on the work site that are suitable for completing other bid items of work. The City pays for the quantity of excavated materials at the contract unit price for roadway excavation and under the pay item for which the material is used.

1. The City does not charge for the materials used.

2. Obtain written approval before excavating material outside grading limits.

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B. Replace excavated material used for completing other bid items of work with acceptable material at no additional cost to the City.

C. Unless otherwise specified in the contract, salvageable material is the property of the Contractor.

1.10 CONTRACTOR’S RESPONSIBILITY FOR WORK

A. Maintain and protect the work included in the contract against injury or damage from all causes whether or not related to performing the work until project final acceptance.

B. Rebuild, repair, restore, and make good all losses, injuries, or damage to any portion of the work under the control of the Contractor at no additional cost to the City before receiving final acceptance.

C. Rebuild, repair, restore, and make good all losses, injuries, or damage to any portion of the work not under the control of the Contractor, under agreed unit prices or as extra work using a force account.

1. Items not under the Contractor’s control include, but are not limited to, acts of God, acts of public enemies, acts of governmental authorities, fires, floods, unusually severe weather, damage caused by third party errant vehicles, and vandalism.

D. Maintain regular utilities access and delivery and mail service to the residents affected by the project.

E. When work is suspended for any cause:

1. Protect the project from damage.

2. Provide for normal drainage.

3. Erect any necessary temporary structures, signs, or other facilities.

4. Maintain all newly established plantings, seeding, and sodding and protect new tree growth and other designated vegetative growth in an acceptable condition.

1.11 TRAFFIC CONTROL PLAN

A. Provide a traffic control plan according to the latest MUTCD requirements as needed.

Section 00 43 00 – Bid, Bid Schedule, Measurement and Payment 2026

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BID, BID SCHEDULE, MEASUREMENT and PAYMENT

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 the City of Bluffdale (hereinafter called "CITY").

In compliance with the Advertisement for Bids, BIDDER hereby proposes to perform all work for the construction of the 3200 W Waterline & PI Improvements project 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 fully complete the project based on the terms of the Agreement.

BIDDER acknowledges receipt of the following ADDENDUM(S):

BIDDER acknowledges having reviewed project’s specifications (Initial)

BIDDER acknowledges having reviewed Contractor Performance Review sheet in Section 00 22 13 _____________

(Initial)

The BIDDER agrees to perform all the work described in the specifications and shown on the plans for the following UNIT PRICE BID (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.

2 | S p e c i f i c a t i o n s - S e c t i o n 0 0 4 3 0 0 – B i d , B i d S c h e d u l e , 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 Section 00 22 13 Contract Award and Execution.

The bid security amounting to five (5) percent of the base bid is hereby attached in the sum of

($ ) 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.

Bid Schedule

For a responsive bid, write in UNIT PRICE for each item. The Sum of the Total Cost will be used for the selection of the LOW BIDDER.

Ensure that the Measurement and Payment Section is signed and included along with the Bid

Schedule in your Bid.

ITEM

NO. ITEM DESCRIPTION QTY UNIT

UNIT

PRICE ITEM TOTAL

1 Mobilization 1 LS

2 Construction Survey 1 LS

3 Temporary Controls (SWPPP) 1 LS

4 Traffic Control 1 LS

5 Project Record Documents 1 LS

6 2-Inch Rotomill and Overlay 1,100 SF

7 6-Foot Wide Asphalt T-Patch 2,200 SF

8 Pavement Removal (including Saw-cut) 3,600 SF

4-inch HMA (Asphalt) - Including 8" Untreated

Base Course and 10" Granular Borrow

400 SF

30-inch Curb and Gutter Including 4" Untreated

Base Course

10 LF

6-inch thick Concrete Flatwork Including

Untreated Base Course

SF

12 Abandon Existing Waterline 1 LS

13 8-Inch Drinking Waterline 400 LF

14 8-Inch Gate Valve w/ MJ & TB 1 EA

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16 1-Inch Drinking Water Service 5 EA

17 1-Inch Water Service Line 1,500 LF

18 8-Inch x 8-Inch TEE w/ MJ & TB 1 EA

19 8" 90° Bend w/ MJ & TB 1 EA

20 1-Inch Pressurized Irrigation Service 2 EA

21 Type G Curb w/ 6-Inch Thick UTBC 600 LF

22 Concrete Hydrant Pads per City Detail W-5 120 SF

23 Remove and Haul-Off Existing Hydrant 1 EA

24 2'x2' ID Catch Basin 2 EA

TOTAL

4 | S p e c i f i c a t i o n s - S e c t i o n 0 0 4 3 0 0 – B i d , B i d S c h e d u l e , Measurement and Payment All specification numbers refer to APWA specs unless denoted otherwise.

Specification Section 01 71 13 Mobilization

Item No. 1 Description: Mobilization Unit: Progressive Lump Sum

Amount Paid When Paid

The lesser of 25% of Mobilization or 2.5% of contract With first estimate if schedule is submitted.

The lesser of 50% of Mobilization or 5% of contract With any estimate following completion of 5% of contract

The lesser of 75% of Mobilization or 7.5% of contract With any estimate following completion of 25% of contract

The lesser of 100% of Mobilization or 10% of contract With any estimate following completion of contract

Amount bid in excess of 10% of contract price. Project Acceptance-Final

a. Measured by the lump sum, paid proportionally according to the schedule above.

b. This item includes all items as listed in the specifications and the City’s and Contractor’s public relation/information with the residents, including but not limited to providing construction updates to residents using flyers.

Specification Section 01 71 13 Construction Survey

Item No. 2 Description: Construction Survey Unit: Progressive Lump Sum

Amount Paid When Paid

The lesser of 25% of Construction Survey or 2.5% of contract

With first estimate if schedule is submitted.

The lesser of 50% of Construction Survey or 5% of

With any estimate following completion of 5% of contract

The lesser of 75% of Construction Survey or 7.5% of

With any estimate following completion of 25% of contract

5 | S p e c i f i c a t i o n s - S e c t i o n 0 0 4 3 0 0 – B i d , B i d S c h e d u l e , The lesser of 100% of Construction Survey or 10% of

With any estimate following completion of contract

Amount bid in excess of 10% of contract price. Project Acceptance-Final

a. Measured by the lump sum, paid proportionally according to the schedule above.

b. Includes all equipment, materials and labor to survey and stake improvements according to plans and specifications.

Specification Section 01 57 00 Temporary Controls (Dust Control and SWPPP)

Item No. 3 Description: Temporary Controls Unit: Progressive Lump Sum

Amount Paid When Paid

5% of the bid item amount After Receiving Project SWPPP Plans

20% of the bid item amount With first estimate if SWPP Plan has been submitted and it is current

Remaining is paid proportionally according to contract work completed

With each subsequent estimate if temporary controls are properly maintained

a. Measured by the lump sum, paid proportionally according to the schedule above. Payment may be withheld for each day the temporary control does not meet the approved Stormwater

Pollution Prevention Plan and the approved temporary control plans by an amount equal to the bid lump sum for this item divided by the number of days of the contract.

b. Payment includes all labor, materials, rental, equipment, plans and any other appurtenant item needed to prepare temporary control and Construction General Permit Stormwater Pollution Prevention plans and enact the temporary control plans as they are approved by and as directed by the City.

Specification Section 01 55 26 Traffic Control

Item No. 4 Description: Traffic Control Unit: Progressive Lump Sum

Amount Paid When Paid

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20% of the bid item amount

With first estimate if Traffic

Control has been submitted and it is current

Remaining is paid proportionally according to contract work completed

With each subsequent estimate if traffic control is properly maintained

a. Measured by the lump sum, paid proportionally according to the schedule above. Payment may be withheld for each day the traffic control does not meet the MUTCD and the approved traffic control plans by an amount equal to the bid lump sum for this item divided by the number of days of the contract.

b. This item includes all labor, materials, rental, equipment, plans, weekly meetings and traffic control plan updates and any other appurtenant item needed to prepare traffic control plans and enact the traffic control plans as they are approved by and as directed by the City.

Specification Section 01 78 39 Project Record Documents

Item No. 5 Description: As-Builts Unit:

Lump Sum

a. Measured by the lump sum for all the as-built records for all installed improvements, including but not limited to utilities, curb and gutter, road surface, valves, survey monuments, sidewalk, meter boxes, services, fences, etc.

b. Includes all equipment, materials and labor to survey and collect all the survey points for all installed items in Utah State Plane coordinates and submit them to the City in AutoCAD Civil3D and ESRI shape files.

Specification Section 32 12 05S HMA - Superpave

Item No. 6 Description: Hot Mix Asphalt (HMA) - 1/2 inch Mix, 2-inch thick PG64-28 Rotomill & Overlay

Unit:

Square Foot

a. Measured and paid for based on the actual quantity (unit price per square foot) of asphalt pavement milled and overlay placed.

b. Payment includes all labor, tools, materials, and equipment required to complete this item, including, but not limited to: edge and surface milling, removal and disposal of millings, furnish and place hot mix asphalt with all aggregates, asphalt binder, hydrated lime, tack coat, prime coat, and other additives, surveying, and quality control testing needed in accordance with Bluffdale City standards and specifications, adjust utility rims, covers, and concrete collars to match road elevation, replace all roadway striping, and all other appurtenances and work required to install 2-inch asphalt overlay.

7 | S p e c i f i c a t i o n s - S e c t i o n 0 0 4 3 0 0 – B i d , B i d S c h e d u l e , Specification Section 32 12 05S HMA - Superpave

Item No. 7 Description: 6-Foot Wide Asphalt T-Patch per APWA Plan

Unit:

Square Foot

a. Measured by the square foot of the area within the polygon formed by the edges of placed asphalt. Existing asphalt has been measured to be 3-Inch thick.

b. Payment includes all labor, tools, materials, and equipment required to complete this item, including, but not limited to: furnish and place hot mix asphalt with all aggregates, asphalt binder, hydrated lime, tack coat, prime coat, and other additives, surveying, and quality control testing needed in accordance with Bluffdale City standards and specifications, adjust utility rims, covers, and concrete collars to match road elevation, base and sub-grade preparation and testing, and all other appurtenances and work required to install asphalt.

Specification Section 02 41 14 Pavement Removal

Item No. 8 Description: Pavement Removal (Including Saw-cut) Unit:

Square Foot

a. Measured by the square foot of all asphalt material, including but not limited to base, granular borrow, and existing curb and gutter removed and disposed, to allow the construction and reconstruction of the new asphalt.

b. Payment includes all road saw-cutting, pulverizing, clearing, removals of existing features and proper disposing of all removed materials to allow the project to be built according to plans.

Specification Section 32 12 05S HMA – Superpave

Item No. 9

Description: Hot Mix Asphalt (HMA) – PG 64-28 ½ inch Mix, 4-inch thickness with 8-inch UTBC and 10-Inch Granular

Borrow

Unit:

Square Foot

a. Measured by the square foot of the area within the polygon formed by the edges of placed asphalt, base, and sub-base material.

b. Payment includes all labor, materials, equipment to excavate, pave asphalt concrete in place, with all aggregates, untreated base course, granular borrow, asphalt binder, hydrated lime, tack coat, prime coat, and other additives, surveying, and quality control testing needed for asphalt and base layers.

c. Submit mix design for acceptance at least 2 weeks prior to placement.

d. Submit weight tickets with appropriate job name for payment.

Specification Section 32 16 13 Driveway, Sidewalk, Curb, Gutter

8 | S p e c i f i c a t i o n s - S e c t i o n 0 0 4 3 0 0 – B i d , B i d S c h e d u l e , Item No. 10 Description: 30-inch Concrete Curb and Gutter Unit:

Linear Foot

a. Measured by the linear foot of curb and gutter placed according to standards along the roadway face.

b. Payment includes all labor, materials, excavation, to place curb and gutter, including untreated base course, and quality control testing needed for a complete curb and gutter according to plans and specifications.

Specification Section 32 16 13 Drive Approach

Item No. 11 & 22 Description: 6-inch thick Concrete Flatwork Including Untreated Base Course and Concrete Hydrant Pads per

City Detail W-5

Unit: Square

Foot

a. Measured by the square foot of concrete flatwork placed.

b. Includes all labor, excavation, compaction, formwork, vibratory work, expansion joints, untreated base course, equipment, materials, and quality control testing needed for a complete concrete flatwork according to plans and City specifications.

Specification Section 33 11 00 Water Distribution and Transmission

Item No. 12 Description: Abandon Existing Waterline Unit: Lump

Sum

a. Measured as a lump sum for the abandonment of all waterlines according to plans and specifications.

b. Payment includes all labor, equipment, and materials needed to disconnect existing waterlines, place mechanical plugs, cap and abandon pipe, inclusive of all cutting, excavation, soil preparation and restoration, compaction, testing, backfilling, thrust block or

Mega-lug fittings, and other needed appurtenances according to Plans and Specifications.

Specification Section 33 05 07.1S Polyvinyl Chloride Pipe

Item No. 13 Description: 8-Inch Drinking Waterline Unit: Linear Foot

9 | S p e c i f i c a t i o n s - S e c t i o n 0 0 4 3 0 0 – B i d , B i d S c h e d u l e ,

a. Measured by the linear foot of pipe installed as shown on the drawings and specified in the specifications. Begin measuring at the first fitting. Measure along the horizontal centerline of the pipe.

b. Payment includes all labor, equipment, and materials necessary, including but not limited to:

excavation; dewatering; shoring; furnishing and installing the pipe to make a functional system, safety tape and tracer wire, joint restraints; poly-wrapping of all associated ductile iron fittings; backfilling with import pipe zone material, and topsoil; compaction; removal and disposal of excess excavated material; commissioning of pipeline including cleaning and flushing, disinfection and pressure testing; furnishing, installing, and removing temporary blow-off valves and fittings required to flush, test and disinfect new pipelines; protection of buried utilities; additional potholing as needed of existing utilities; looping and/or re-routing of any affected utilities (either temporarily or permanently); quality control testing, and all other operations and materials required to complete this portion of the work as herein described and as shown on the drawings.

Specification Section 33 05 07.1S Polyvinyl Chloride Pipe

Item No. 14 Description: 8-Inch Drinking Water Gate Valve w/ MJ & TB Unit: Each

a. Measured by each valve assembly installed.

b. Payment includes all labor, equipment, and materials necessary, including but not limited to:

excavation; dewatering; shoring; furnishing and installing the valve and valve box to make a functional system, safety tape and tracer wire, mechanical joint restraints, thrust blocks, polywrapping, backfilling material, and topsoil; compaction, removal, and disposal of excess excavated material, concrete collars and any other appurtenances for a complete installation according to plans and standards.

Specification Section 33 11 11 Fire Hydrant Assembly

Item No. 15 Description: Fire Hydrant Assembly Unit: Each

a. Measured by the each of a complete and installed unit according to the plans and standards.

b. Payment includes all labor, materials and equipment needed to install completely the hydrant including TEE, foot valve, valve box, spool, bend, concrete pad, gravel, tracer wire, bedding tape, backfill material, quality control testing according to City standards connected to the system according to plans and specifications.

Specification Section 33 11 00 Water Utilities

Item No. 16 Description: 1-Inch Drinking Water Service Unit: Each

10 | S p e c i f i c a t i o n s - S e c t i o n 0 0 4 3 0 0 – B i d , B i d S c h e d u l e ,

a. Measured by each 1-inch drinking water service installed.

b. Payment includes all labor, equipment and materials needed to trench and install including, but not limited to: pipe saddle, service line, meter can, setter, ring and lid, all bedding, compaction, tracer wire, landscape restoration, fittings and any other appurtenances for a complete installation according to plans and standards.

c. Note: Connections to existing homeowners service line are paid under Item No. 17

Item No. 17 Description: 1-Inch Water Service Line Unit: Linear Foot

a. Measured by the linear foot of 1-inch water service installed. This includes drinking water and pressurized irrigation service lines.

b. Payment includes all labor, equipment and materials needed to trench and install including, but not limited to: service line, fittings, connection to owners existing service line, all bedding, compaction, landscape restoration, and any other appurtenances for a complete installation according to plans and standards.

Item No. 18 & 19 Description: 8-Inch x 8-Inch TEE, 8-Inch Bend Unit: Each

a. Measured by each fitting assembly installed.

b. Payment includes all labor, equipment, and materials necessary, including but not limited to:

excavation; dewatering; shoring; furnishing and installing the fitting to make a functional system, safety tape and tracer wire, mechanical joint restraints, polywrapping, backfilling material, and topsoil; compaction, removal, and disposal of excess excavated material, concrete thrust blocks, mechanical joint restraints, quality control testing, and any other appurtenances for a complete installation according to plans and standards.

Item No. 20 Description: 1-Inch Pressurized Irrigation Service Unit: Each

a. Measured by each 1-inch pressurized irrigation service installed.

b. Payment includes all labor, equipment and materials needed to trench or bore and install including, but not limited to: pipe saddle, corp stop, service line, meter can, setter, ring and lid, gravel, all bedding, compaction, tracer wire, landscape restoration, connections to existing homeowner sprinkler systems, fittings and any other appurtenances for a complete installation according to plans and standards.

Item No. 21 Description: Type G Curb and Gutter including 6-Inch

Untreated Base Course

Unit:

Linear Foot

11 | S p e c i f i c a t i o n s - S e c t i o n 0 0 4 3 0 0 – B i d , B i d S c h e d u l e ,

a. Measured by the linear foot of curb and gutter placed according to standards along the roadway face.

b. Payment includes all labor, materials, excavation, to place curb and gutter, including untreated base course, and quality control testing needed for a complete curb and gutter according to plans and specifications.

Specification Section 33 11 11 Remove and Haul Off Existing Hydrant

Item No. 23 Description: Remove and Haul Off Existing Hydrant Unit: Each

a. Measured by each hydrant removed and hauled off.

b. Payment includes all labor, equipment and materials needed to cut sidewalk and curb & gutter, excavate, disconnect hydrant, install blind flange, backfill, compact, testing , and any other appurtenances for a complete removal according to plans and specifications.

Item No. 24 Description: 2’x2’ ID Catch Basin Unit:

Each

a. Measured by each inlet box or cleanout with traffic rated grate and frame assembly installed according to plans.

b. Payment includes all labor, equipment and materials needed to install a Catch Basin assembly, including grate and frame, risers, concrete collar, steps, connection to irrigation pipes, grout, sub-base and base preparation, compaction, testing, backfilling, and other needed appurtenances according to plans and specifications.

I ______________________ of ___________________________ hereby certify I have read and understand the Measurement and Payment items, their description, and inclusions.

Signature

Print Name and Title of Signer and his/her Authorization

Section 00 72 05S Bluffdale Quality Assurance Program 2026

1 | S p e c i f i c a t i o n s - S e c t i o n 0 0 7 2 0 5 S B l u f f d a l e Q u a l i t y A s s u r a n c e P r o g r a m

BLUFFDALE QUALITY ASSURANCE PROGRAM

1.1 Scope

A. Bluffdale Quality Assurance Program defines policies, elements, activities, and guidelines to assure that the materials and workmanship in all roadway construction projects conform to the requirements of the approved plans and specifications. The program consists of a Materials Acceptance Program and Independent Assurance requirements. All quality assurance personnel are expected to be familiar with all aspects of the Quality Assurance Program (QAP) and the Independent Assurance (IA) requirements.

PART 2 QUALITY ASSURANCE PROGRAM OVERVIEW

Bluffdale Quality Assurance Program implements a schedule of activities and requirements to cover testing personnel competency and equipment operations during both owner performed and contractor performed testing programs. The program includes two levels of assurance.

1. Material Acceptance Testing

2. In place Testing

2.1 MATERIALS ACCEPTANCE DECISION BASED ON MANUFACTURER INFORMATION

A. This applies to off-the-shelf or off-site manufactured materials where production of products/materials is independent of project considerations. Covered under this program are all piping and fixtures, geotextile fabric, landscape materials, electrical wiring and equipment, etc.

2.2 MATERIAL ACCEPTANCE BASED ON UDOT QUALITY MANAGEMENT PLANS (QMPs)

A. This City will use the information from the UDOT QMP to for acceptance of supplied materials such as Portland cement, asphalt binders and emulsions, steel reinforcement, hydrated lime, pavement marking paint, etc.

2.3 MATERIAL ACCEPTANCE USING SAMPLING AND TESTING

A. This applies to all mass-produced materials where large lots or batches can be tested and can represent multiple projects. Materials covered under this approach include

2 | S p e c i f i c a t i o n s - S e c t i o n 0 0 7 2 0 5 S B l u f f d a l e Q u a l i t y

Portland cement, asphalt binder and emulsions, steel reinforcement, hydrated lime, pavement marking paint, etc.

1. Testing Category 1 – City Performed Testing. City employees or their representatives perform acceptance testing according to the Bluffdale Minimum Sampling and Testing Requirements (BMS&TR) and project specifications. The validation of any testing program follows Section 007210, Material Dispute Resolution and the Independent Assurance Program

2. Testing Category 2 - Quality Testing Performed by Contractor/Supplier (QC) The City may use Contractor / Supplier quality control (QC) sampling and testing as part of the acceptance decision when material quality is validated by Bluffdale through additional testing and data verification in accordance to this document and Section 007210, Materials Dispute Resolution.

2.4 INDEPENDENT ASSURANCE PROGRAM

A. The Independent Assurance program sampling according to the UDOT Minimum

Sampling and Testing program and testing laboratories that follow the UDOT Laboratory Qualification Program (LQP).

2.5 INSPECTOR AND TEST TECHNICIAN QUALIFICATION

A. All inspection and testing of materials and construction must be performed by personnel properly trained according to the UDOT Inspector Qualification Program or a program approved by the Engineer and that the inspections be completed according to an APWA or UDOT procedure or another defined procedure as approved by the Engineer.

2.6 LABORATORY QUALIFICATION

A. The material testing laboratories must be qualified according to UDOT testing lab qualification program. Submit all qualifications certifications to the Engineer.

PART 3 MATERIALS ACCEPTANCE PROGRAM

3.1 MATERIALS ACCEPTANCE DECISION BASED ON MANUFACTORER INFORMATION

A. Submit all certifications for off-the-shelf or off-site manufactured materials where production of products/materials being placed/installed/incorporated into the project, including piping and fixtures, geotextile fabric, landscape materials, electrical wiring and equipment, etc.

B. Acceptance of materials based on:

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1. Manufacturer’s product data, specifications, and recommended installation instructions

2. Manufacturer’s labeling

C. Submit all other material certifications to the City prior to installation, and completion of a visual inspection form describing installation details. Submittals and inspection forms must identify all pertinent product data indicating conformance with standards and specifications.

3.2 MATERIAL ACCEPTANCE BASED ON UDOT QUALITY MANAGEMENT PLANS (QMPs)

A. Supply Materials from qualified suppliers and producers under the UDOT Qualified Supplier List based on the following UDOT Materials Quality Management Plans:

1. 502 Cement

2. 503 Reinforcing Steel Epoxy

3. 504 Reinforcing Steel

4. 505 Precast/Pre-stressed Concrete Structures

5. 507 Fly-ash and Pozzolan

6. 508 Asphalt Emulsion

7. 509 Asphalt Binder

8. 510 Hydrated Lime

9. 511 Concrete Pumping

10. 512 Reinforcing Steel Galvanize Coating

11. 513 Pavement Marking Pain

12. 514 Hot Mix Asphalt

B. Provide documentation, including bills of lading and a visual inspection form identifying the quantity of material used and the qualified source.

3.3 MATERIAL ACCEPTANCE USING SAMPLING AND TESTING

A. Submit to the City proper plat material certifications showing that the material/products meet City Standards for any and all materials coming from or used by a plant that is supplying construction materials for a City projects

3.4 SOURCE TESTING

A. Submit a certificate of compliance to the City before using or placing the materials.

The City may verify the certificates.

3.5 FIELD TESTING

A. Field testing is required for all field placed/installed/constructed items including Portland cement concrete, hot mix asphalt and soil/aggregate applications. Have only

4 | S p e c i f i c a t i o n s - S e c t i o n 0 0 7 2 0 5 S B l u f f d a l e Q u a l i t y qualified technicians meeting qualifications of the Inspector Qualification program (Section 2.2.1) and laboratory and equipment that meet the requirements of this program.

3.6 ACCEPTANCE TESTING

A. The City or its authorized representatives performs all the acceptance testing in accordance to this program and specification. Sampling and testing for all the various construction activities and listed on Table 1, Bluffdale Minimum Sampling and Testing Requirements and can be validated by independent assurance (IA) activities.

3.7 QUALITY CONTROL TESTING

A. At minimum, perform all testing and inspection according to the latest APWA Standard Specifications – Quality Assurance testing requirements for all project products and construction activities.