1-RFP EMC Pony Express South Widening-EM Blvd to Shadow Drive.pdf

Eagle Mountain City

EMC PONY EXPRESS WIDENING- EM BLVD to SHADOW DRIVE

REQUEST FOR PROPOSAL (RFP) NO. EMC-FY27-03

RFP Due Date: August 31, 2026, by 12:00 P.M.

RFP Administrator: Melissa Yates, Purchasing Agent P: (801) 789-6641 E: Myates@EagleMountain.gov

Issued: August 17, 2026

Interested parties may obtain a copy of this RFP and submit responses through the State of Utah’s Public

Procurement Portal:

purchasing.utah.gov https://purchasing.utah.gov/

Revised: February 2026 2

TABLE OF CONTENTS

OVERVIEW 3

I. INTRODUCTION 3

II. SCOPE OF SERVICES 3

III. BID SCHEDULES 4

IV. MEASUREMENT AND PAYMENT 13

V. PROPOSAL EVALUATION CRITERIA 27

VI. PROPOSAL RESPONSE OUTLINE 28

IV. INSURANCE REQUIREMENTS 30

V. TIMELINE 31

VI. ADMINISTRATIVE GUIDANCE 32

VII. ISSUING OFFICE AND RFP REFERENCE NUMBER 32

VIII. SUBMISSION OF PROPOSAL 32

IX. BID BOND 32

X. VENDOR PREQUALIFICATION 33

XI. INQUIRIES 33

XII. RESPONDENT’S RESPONSIBILITY FOR PROPOSAL COSTS 33

XIII. EVALUATION OF PROPOSALS 33

XIV. KEY COMPANY PERSONNEL 34

XV. ORAL PRESENTATION 34

XVI. AWARD OF THE CONTRACT 34

XVII. PROTECTED INFORMATION 35

XVIII. ADDENDUM TO RFP 35

XIX. AUTHORIZED REPRESENTATIVES 35

XX. ANTI-COLLUSION 35

XXI. RESTRICTIONS / CONFLICT OF INTEREST 35

XXII. RIGHT TO REJECT 36

XXIII. PRIVACY NOTICE 36

ATTACHMENT A 37

ATTACHMENT B 41

Revised: February 2026 3

OVERVIEW

I. INTRODUCTION

Eagle Mountain City is requesting bids from responsible firms or individuals for the construction of roadway improvements along Pony Express Parkway from Eagle Mountain Boulevard to the existing fire station. Pony Express Parkway is an important transportation corridor within Eagle Mountain City and serves the surrounding residential areas, schools, public facilities, and other development. As the City continues to grow, improvements to the roadway are needed to accommodate increasing traffic demands and provide a safer and more efficient transportation corridor.

The existing roadway within the project limits generally consists of one travel lane in each direction with a center median and limited roadside improvements. The proposed project will widen and reconstruct the roadway to provide a five-lane section consisting of two travel lanes in each direction and a center turn lane with shoulder and curb & gutter.

In addition to the roadway widening, the project will include associated storm drainage improvements, new and modified traffic signs and pavement markings, and improvements to the existing school crossing. School crossing improvements will include upgraded ADA pedestrian ramps and installation of a Rectangular Rapid Flashing Beacon (RRFB) to improve pedestrian visibility and safety. Existing sidewalk will generally remain in place, with improvements limited to areas necessary to accommodate the school crossing and tie into the proposed roadway improvements.

The project is intended to increase roadway capacity, improve traffic operations, enhance pedestrian safety at the school crossing, and provide roadway infrastructure that better accommodates the continued growth of Eagle Mountain City.

II. SCOPE OF SERVICES

The project consists of construction of roadway improvements, including removal of existing shoulder, median, pavement, signage, striping, and other features as necessary to accommodate the proposed improvements.

The proposed improvements include construction of a five-lane roadway section consisting of two travel lanes in each direction and a center turn lane. The work also includes construction of storm drainage infrastructure, installation of new traffic signs and pavement markings, installation of a Rectangular

Rapid Flashing Beacon (RRFB), and associated roadway improvements.

The Contractor shall provide all necessary traffic control and maintain traffic through the project area during construction. All work shall be completed in accordance with the construction plans, specifications, and applicable Eagle Mountain City standards.

Revised: February 2026 4

Preference will be given to proposals with a project completion date in 2026; however, completion in early 2027 is acceptable.

Daytime work will be permitted only for activities that do not require lane closures, lane shifts, lane reductions or work in the medians, unless otherwise approved in writing by the City Engineer or their designee.

All work requiring lane closures, lane shifts, lane reductions, and median work shall be performed during nighttime hours only. Nighttime work hours shall be between 8:00 PM and 6:00 AM.

No traffic control devices, lane closures, lane shifts, or lane reductions shall be installed prior to 8:00 PM.

All traffic control devices associated with lane closures, lane shifts, or lane reductions shall be completely removed, and all travel lanes reopened to normal traffic operations, no later than 6:00 AM.

During all nighttime traffic control operations, the Contractor shall always maintain a minimum of one open travel lane with flaggers. Residents and local businesses need to be notified with paper handouts prior to any closures.

Any deviation from these requirements must receive prior written approval from the City Engineer or their designee.

III. BID SCHEDULES

All applicable sales taxes, State, and/or Federal, and any other special taxes, patent rights, or royalties are included in the price quoted in this Proposal. Figures to be typewritten or clearly and legibly printed in ink. LS is equal to lump sum, LF is equal to linear-feet, CY is equal to cubic-yard, EA is equal to each, TON is equal to ton, and SF is equal to square-feet.

Unit Price Base Bid Schedules

A. Number of Base Bid Schedules: Five (5)

B. Number of Alternate Bid Schedules: None

C. Base Bid Schedules

a. Schedule No. 1: General Requirements

b. Schedule No. 2: Removals & Site Preparation

c. Schedule No. 3: Roadway

d. Schedule No. 4: Signing & Striping

e. Schedule No. 5: Drainage & Utilities

Revised: February 2026 5

BASE BID - Schedule No. 1 (General Requirements)

Eagle Mountain Pony Express Widening

Bid

Item

M&P

Item

Specification Reference Number

Classification of Work

Estimated

Quantity

& Unit

Bid Unit

Price Bid Amount

101 AA

01 32 16

Progress Schedule

Lump Sum N/A $

102 AB

31 23 00

Soft spot repair

CY

103 AC

01 71 13

Mobilization

Lump Sum N/A $

104 AD

01 71 23 & 07 71 34

Construction Survey Staking

Lump Sum N/A $

105 AE

01 55 26

Traffic Control

Lump Sum N/A $

106 AF

01 57 00, 31 25 00, 01 71 13 & 06 10 00

Erosion Control

Lump Sum N/A $

107 AG

01 31 00 & 31 23 16

Pothole Existing Utilities

Each

Subtotal Schedule No. 1…. = $_______________________________

BASE BID - Schedule No. 2 (Removals & Site Preparation)

Eagle Mountain Pony Express Widening

Bid

Item

M&P

Item

Specification Reference Number

Classification of Work

Estimated

Quantity

& Unit

Bid Unit

Price Bid Amount

201 AH

02 41 14

Mill existing asphalt pavement to top of existing base course.

Stockpile asphalt pavement.

5,515

Square Yard

202 AI

31 23 00

Unclassified Excavation (includes roadway untreated base course and subbase)

10,003

Cubic Yard

203 AJ

02 41 13

Remove and dispose existing curb and gutter

Linear Feet

204 AK

02 41 13

Remove and dispose existing curb median

2,551

Linear Feet

205 AK

02 41 13

Remove and dispose wide curb median

Linear Feet

Revised: February 2026 6

BASE BID - Schedule No. 2 (Removals & Site Preparation)

Eagle Mountain Pony Express Widening

Bid

Item

M&P

Item

Specification Reference Number

Classification of Work

Estimated

Quantity

& Unit

Bid Unit

Price Bid Amount

206 AL

02 41 13

Remove and dispose plowable end section

Each

207 AM

02 41 13 & 31 23 00

Remove and dispose concrete sidewalk

Square Yard

208 AN

02 41 14 & 31 23 00

Remove and dispose asphalt trail section

Square Yard

209 AO

31 23 00

Remove and dispose landscape gravel

1,123

Square Yard

210 AP

31 11 00

Remove and dispose tree/bush

Each

211 AQ

31 11 00

Remove and dispose landscape rock

Each

212 AR

02 41 13

Remove pavement striping / message

Lump Sum

213 AS

02 41 13

Remove and dispose existing concrete median section to top of existing base course

Square Yard

214 AT

31 11 00

Clearing and grubbing strip and stockpile topsoil (6”)

7,269

Square Yard

Subtotal Schedule No. 2…. = $_______________________________

BASE BID - Schedule No. 3 (Roadway)

Bid

Item

M&P

Item

Specification Reference Number

Classification of Work

Estimated

Quantity

& Unit

Bid Unit

Price Bid Amount

301 AU

32 16 13 & 32 11 23

Type A curb & gutter per APWA Plan 205.1

3,284

Linear Feet

302 AU

32 16 13 & 32 11 23

Type A 30” ADA Access curb & gutter per APWA Plan 205.1

Linear Feet

303 AU

32 16 13 &32 11 23

Transition between standard curb & gutter and ADA access curb & gutter

Revised: February 2026 7

BASE BID - Schedule No. 3 (Roadway)

Eagle Mountain Pony Express Widening

Bid

Item

M&P

Item

Specification Reference Number

Classification of Work

Estimated

Quantity

& Unit

Bid Unit

Price Bid Amount

304 AV

32 12 16

Asphalt Pavement

3,276

Ton

305 AW

32 11 23

Untreated base course

2,874

Cubic Yard

306 AX

32 23 00

Subbase

5,747

Cubic Yard

307 AY

32 16 13

Back to back Type S curb per APWA Plan 209 with Type 2 median reflectors per UDOT STD DWG NO GW 1D

Linear Feet

308 AZ

32 16 13

Raised island plowable end with yellow paint, signage, and

Type 2 median reflectors per UDOT STD DWGS: GW 1A, GW

1B, GW 1C, and GW 1D.

309 BA

32 16 23 & 32 11 23

Concrete sidewalk, 4 inch thick, per APWA Plan 231

Square Feet

310 BB

Mid-block curb cut assembly ADA ramp per APWA Plan

236.1

311 BB

Corner curb cut assembly ADA ramp per APWA plan 235.1

312 BC

31 23 00

Spread salvaged topsoil

1,675

Square Yard

313 BD

Sawcut driveway approach with 7 inch flatwork behind per

APWA Plan 221.1 and Plan 222

Square Feet

Subtotal Schedule No. 3…. = $_______________________________

Revised: February 2026 8

BASE BID - Schedule No. 4 (Signing and Striping)

Eagle Mountain Pony Express Widening

Bid

Item

M&P

Item

Specification Reference Number

Classification of Work

Estimated

Quantity

& Unit

Bid Unit

Price Bid Amount

401 BE

34 71 13 & 03 30 00

New sign base (10”x30” depth)

Each

402 BF

34 71 13

New sign post

Each

403 BG

34 73 13 & 03 30 00

New push button pole break-away base & foundation

Each

404 BH

34 71 13

New sign flexipost

Each

405 BI

34 71 13

New sign – OM-L “Chevron”

Each

406 BI

34 71 13

New sign – R7-1 (L) “No Parking”

Each

407 BI

34 71 13

New sign – R7-1 (R) “No Parking”

Each

408 BI

34 71 13

New sign – R7-1 (LR) “No Parking”

Each

409 BI

34 71 13

New sign – R1-5 “Stop Here for Pedestrians”

Each

410 BI

34 71 13

New sign – W4-2 “Lane Ends”

Each

411 BJ

02 41 13

Remove sign from post

Each

412 BK

02 41 13 & 34 73 13

Relocate sign

Each

413 BL

03 73 13

Relocate post

Each

414 BM

02 41 13

Remove sign post

Each

415 BN

02 41 13

Remove sign base

Each

416 BO

32 17 23

Pavement markings, paint, 4” SWL

3,689

Linear Feet

417 BO

32 17 23

Pavement markings, paint 4” BWL

3,472

Revised: February 2026 9

BASE BID - Schedule No. 4 (Signing and Striping)

Eagle Mountain Pony Express Widening

Bid

Item

M&P

Item

Specification Reference Number

Classification of Work

Estimated

Quantity

& Unit

Bid Unit

Price Bid Amount

418 BO

32 17 23

Pavement markings, paint, 4” DWL

Linear Feet

419 BO

32 17 23

Pavement markings, paint, 4” SYL

Linear Feet

420 BO

32 17 23

Pavement markings, paint, 4”DYL

Linear Feet

421 BO

32 17 23

Pavement markings, paint, 4”S&BYL

2,706

Linear Feet

422 BO

32 17 23

Pavement markings, paint, 8” SWL

Linear Feet

423 BO

32 17 23

Pavement markings, thermoplastic, 12” solid white line

Linear Feet

424 BO

32 17 23

Pavement markings, thermoplastic, 24” solid white line

Linear Feet

425 BO

32 17 23

Pavement markings, thermoplastic, Left Turn Arrow

Each

426 BO

32 17 23

Pavement markings, thermoplastic, Right Turn Arrow

Each

427 BO

32 17 23

Pavement markings, thermoplastic, Thru Turn Arrow

Each

428 BO

32 17 23

Pavement markings, thermoplastic, Merge Arrow

Each

429 BO

32 17 23

Pavement markings, thermoplastic, School Crosswalk Stripe

(10-ft width)

Each

430 BO

32 17 23

Pavement markings, thermoplastic, “SCHOOL” Message

Subtotal Schedule No. 4…. = $_______________________________

Revised: February 2026 10

BASE BID - Schedule No. 5 (Drainage & Utilities)

Eagle Mountain Pony Express Widening

Bid

Item

M&P

Item

Specification Reference Number

Classification of Work

Estimated

Quantity

& Unit

Bid Unit

Price Bid Amount

501 BP

03 30 00

Install concrete collar for manhole per Eagle Mountain Drawing

No 23

Each

502 BQ

33 05 16

Raise/lower utility structure frame to finish grade per APWA plan 360.1

Each

503 BR

33 05 16, 03 30 00 & 33 44 13

Reconstruct manhole lid to finish grade & rotate existing eccentric manhole riser to fit lid outside of gutter flow line per

APWA plan 411. Remove existing ladder rungs & install new ladder rungs. Refer to detail 1/DR502.

Each

504 BS

33 05 16, 03 30 00 & 33 44 13

Reconstruct manhole and raise to finish grade. Replace existing manhole grate to new standard manhole lid per Eagle

Mountain Drawing No 23

Each

505 BT

33 44 1, 31 23 00 & 33 05 23

5’ Type A Cleanout box storm drain manhole per APWA Plan

331.1

Each

506 BU

33 44 13, 31 23 00 & 33 05 23

7’ Cast in place storm drain manhole per APWA Plan 341.1

Each

507 BV

33 40 01, 31 23 00 & 33 05 23

15” RCP Class V Storm drain – trench per APWA Plan 381 and

Linear Feet

508 BV

33 40 01, 31 23 00 & 33 05 23

18” RCP Class III Storm drain – trench per APWA Plan 381 and

Linear Feet

509 BV

33 40 01, 31 23 00 & 33 05 23

24” RCP Class III Storm drain – trench per APWA Plan 381 and

Linear Feet

510 BW

33 44 13, 31 23 00 & 33 05 23

2’x3’ Storm drain curb inlet structure per Eagle Mountain

Drawing No 20 and APWA Plan 308

Each

511 BX

01 31 00

Coordinate with Gas company to relocate gas marker

Revised: February 2026 11

BASE BID - Schedule No. 5 (Drainage & Utilities)

Eagle Mountain Pony Express Widening

Bid

Item

M&P

Item

Specification Reference Number

Classification of Work

Estimated

Quantity

& Unit

Bid Unit

Price Bid Amount

512 BY

01 31 00

Coordinate with Comcast utility to raise box to finish grade

Each

513 BZ

02 41 13 & 33 11 00

Remove existing water meter and return to Eagle Mountain

City. Cap waterline service lateral at the water main per Eagle

Mountain City standards and specifications.

Each

514 CA

02 41 13

Remove and dispose existing irrigation system and back-flow preventor

Lump Sum N/A $

515 CB

01 31 00

Coordinate with Rocky Mountain Power to relocate electric equipment 12 ft behind proposed back of curb.

Each

516 CC

01 31 00

Coordinate with utility company to re-route existing fiber line to match depth requirements with proposed roadway elevations.

Each

517 CD

01 31 00

Coordinate with utility company to remove/relocate telephone pedestal.

Subtotal Schedule No. 5…. = $_______________________________

Unit Price Bid Summary

1. Base Bid

a. Schedule No. 1 …………………………………………………=$ ___________________________

b. Schedule No. 2 …………………………………………………=$___________________________

c. Schedule No. 3 …………………………………………………=$___________________________

d. Schedule No. 4 …………………………………………………=$___________________________

e. Schedule No. 5 …………………………………………………=$___________________________

Total of All Unit Price Base Bid Items= $ ________________________________

Total Unit Price Base Bid (in words):_________________________________________________

Revised: February 2026 12

Documents and the INSTRUCTIONS FOR PREPARING PROPOSAL relating to what is to be furnished under each item of the PROPOSAL and to submittal of bid.

Bidder understands and agrees that the Owner reserves the right to reject any or all bids and to waive any informality in the bidding.

The bidder agrees that this bid shall be good and may not be withdrawn for a period of 75 calendar days after the scheduled closing time for receiving bids. Bidder acknowledges receipt of the following addenda:

The undersigned bidder shall acknowledge receipt of the following addenda, if any.

Addenda No(s).

Respectfully submitted, Bidder

(Corporate Seal)

If bid is by corporation By:

Title

Witness: if bidder is an individual Bidder’s post office address (if applicable):

Bidder's post office address:

Name and address of all members of the firm or names and titles of all officers of the corporation

Name and Title: Bidder’s address:

SEAL

Bidder’s phone number: ___________

Revised: February 2026 13

IV. MEASUREMENT AND PAYMENT

MEASUREMENT AND PAYMENT

M&P

Item

Bid

Item Measurement and Payment Item Description

AA 101

Progress Schedule

Measurement by Lump Sum and Payment is by percent complete.

A. No additional money will be due to the CONTRACTOR if CONTRACTOR chooses to complete the

Work early.

B. No additional money will be due if delay costs are incurred for not completing the Work early as anticipated by CONTRACTOR.

AB 102

Soft spot repair

Measurement by Cubic Yard:

A. Upper limit of excavation is proposed excavation limit.

B. Lower and lateral limits are as authorized by ENGINEER.

Payment includes the following:

A. All work and material shown in APWA Plan 245 and incidentals such as extra excavation of unstable subgrade material, excavation dewatering, disposal of excavated material, supply and installation of a geotextile and a stable foundation material that is similar to or better than a granular backfill borrow material and compaction. This item is to be used at ENGINEER’s discretion. Payment will not be made unless work was authorized by ENGINEER.

AC 103

Mobilization

Measurement by Lump Sum and Payment is by percent complete.

Includes installation of temporary facilities, bringing all necessary construction equipment to site, construction fencing, all bonds, insurances, permits and fees, traffic control, public outreach, materials testing, risk and incidentals such as coordination with and assisting utility companies while they do their utility work, public information dissemination, and demobilization.

AD 104

Construction Survey Staking

Measurement by Lump Sum and Payment is by percent complete.

Includes submission of a certificate by a licensed land surveyor that horizontal and vertical survey control shown in the Contract Documents, Construction Plans Set, and actual field construction have been checked and verified.

AE 105

Traffic Control

Measurement by Lump Sum and Payment is by percent complete.

A. Includes all incidentals such as police officer (as required), vehicular and pedestrian protection from work zone activity, services of a certified traffic control technician, temporary signage/striping, and temporary pavement required during all phases of demolition, construction, and cleanup.

B. Includes a traffic control plan acceptable to Salt Lake City’s transportation engineer and coordination with Salt Lake City during all phases of demolition, construction, and cleanup.

C. Contractor to maintain access to all residential and commercial driveways during all phases of demolition, construction, and cleanup.

Revised: February 2026 14

Eagle Mountain Pony Express Widening

M&P

Item

Bid

Item Measurement and Payment Item Description

AF 106

Erosion Control

Measurement by Lump Sum

A. Payment:

1. NOI

a. Twenty (20) percent when Notice of Intent (NOI) has been published on EPA’s website for at least seventy-two (72) hours and a copy of the Storm Water Pollution

Prevention Plan (SWPPP) has been submitted to ENGINEER.

b. Eighty (80) percent as work progresses.

2. On site SWPPP/Erosion Control and Invert Covers Payment is by percent complete.

B. Includes producing state NOI documents and coordination of permits with Salt Lake City.

C. Includes creating and coordinating Erosion Control Plans with Salt Lake City. Also includes all work and material shown on Erosion Control Plans during all construction phases.

D. Includes work and material shown in APWA Plan 412 and incidentals such as installation, maintenance, cleaning prior to removal, and removal of covers. All manholes, cleanouts, and pipelines leading away from manholes and cleanouts must be clear of debris before installation and after invert cover removal.

E. Contractor to maintain natural drainage paths and flows during all phases of construction.

AG 107

Pothole Existing Utilities

Measurement by Lump Sum and Payment is by percent complete.

A. Includes labor, equipment, expendable supplies, coordination, and services required.

B. Includes incidentals such as keyhole (test hole) coring to determine depth and location of existing utilities, and backfill, backfill compaction, and surface restoration of key holes, or other method of making the location determination. For specific locations indicated in plans or as needed at the approval of the ENGINEER.

C. Includes all incidental work required to locate existing utilities

AH 201

Mill existing asphalt pavement to top of existing base course. Stockpile asphalt pavement.

Measured by square yard – depth not measured for payment. Payment includes the following:

A. Includes labor, equipment, expendable supplies, coordination, and services required. Also includes removal and proper disposal of asphalt pavement to the top of existing base course.

B. Includes stockpiling asphalt pavement and transporting material to location specified by OWNER.

C. Includes sawcut and grinding to correct sawcut errors.

D. All incidental work required to remove asphalt pavement.

Revised: February 2026 15

Eagle Mountain Pony Express Widening

M&P

Item

Bid

Item Measurement and Payment Item Description

AI 202

Unclassified Excavation

Measured in volume to the following pay limits.

A. Length multiplied by average end areas that are determined by land survey, or

B. Area multiplied by specified thickness.

C. Not measured are excavations done for CONTRACTOR's benefit or excavation error, dewatering of excavation, slough or over break.

Payment includes the following:

A. Includes all roadways and site excavation from lip of proposed curb to the limit of disturbance line.

B. Proper removal and disposal of excess materials.

C. All incidental work required to excavate existing materials under impervious surfaces.

AJ 203

Remove and dispose existing curb and gutter

Measured by linear foot in a horizontal plane from top back of curb to lip of gutter curb - depth not measured. Payment includes the following:

A. Includes labor, equipment, expendable supplies, coordination, and services required. Also includes removing and disposing concrete waste, debris, and dust within the vicinity of work.

B. Includes sawcut and grinding to correct sawcut errors.

C. All incidental work required to remove curb and gutter.

AK

204, Remove and dispose existing curb median & wide curb median

Measured by linear foot in a horizontal plane from top back of curb to face of curb - depth not measured.

Payment includes the following:

A. Includes labor, equipment, expendable supplies, coordination, and services required. Also includes removing and disposing concrete waste, debris, and dust within the vicinity of work.

B. Includes sawcut and grinding to correct sawcut errors.

C. All incidental work required to remove curb median.

AL 206

Remove and dispose plowable end section

Measured by each - depth not measured. Payment includes the following:

D. Includes labor, equipment, expendable supplies, coordination, and services required. Also includes removing and disposing concrete waste, debris, and dust within the vicinity of work.

E. Includes sawcut and grinding to correct sawcut errors.

F. All incidental work required to remove plowable end section.

AM 207

Remove and dispose concrete sidewalk

Measured by square yard - depth not measured. Payment includes the following:

A. Includes labor, equipment, expendable supplies, coordination, and services required. Also includes removing and disposing concrete waste, debris, and dust within the vicinity of work.

B. Includes sawcut and grinding to correct sawcut errors.

C. Includes removal of untreated base course to bottom of proposed basecourse elevation.

D. All incidental work required to remove concrete pavement / flatwork.

Revised: February 2026 16

Eagle Mountain Pony Express Widening

M&P

Item

Bid

Item Measurement and Payment Item Description

AN 208

Remove and dispose asphalt trail section

Measured by square yard – depth not measured. Payment includes the following:

A. Includes labor, equipment, expendable supplies, coordination, and services required. Also includes removal and proper disposal of asphalt pavement and existing base course to the bottom of proposed base course.

B. Includes sawcut and grinding to correct sawcut errors.

C. All incidental work required to remove asphalt pavement.

AO 209

Remove and dispose landscape gravel

Measured by square yard – depth not measured. Payment includes the following:

A. Includes labor, equipment, expendable supplies, coordination, and services required. Also includes removal and proper disposal of landscape gravel section to top of proposed subgrade elevation.

B. Includes removal of excess debris, irrigation piping, and landscaping fabric within landscape gravel area.

C. All incidental work required to remove landscape gravel.

AP 210

Remove tree/bush

Measured at its smallest diameter between ground level and 4.5 feet above ground level. Ground level is defined as the average ground (or sod) elevation adjacent to the tree’s trunk.

A. Measurement can be made using a specially calibrated tape called a diameter tape (d-tape) available from arborist or forestry supply dealer or using a standard measuring tape, measure the circumference of the tree and divide by 3.14, round to the nearest inch.

Payment includes the following:

A. Includes labor, equipment, expendable supplies, coordination, and services required. Also includes removal and proper disposal of existing tree, grinding of stump, and removal of debris and dust within the work vicinity.

B. All incidental work required to remove tree and stump.

AQ 211

Remove and dispose landscape rock

Measured by each – boulder size not measured. Payment includes the following:

A. Includes labor, equipment, expendable supplies, coordination, and services required. Also includes removal and proper disposal of boulder.

B. All incidental work required to remove landscape rock.

AR 212

Remove pavement striping / message

Measurement by Lump Sum and Payment is by percent complete.

A. Contractor to maintain access to all residential and commercial driveways during all phases of demolition, construction, and cleanup.

B. Includes complete removal of pavement markings and clean-up while protecting the existing pavement.

C. Includes labor, equipment, expendable supplies, coordination, and services required to remove striping and paint messages.

D. All incidental work required to remove striping and paint messages.

Revised: February 2026 17

Eagle Mountain Pony Express Widening

M&P

Item

Bid

Item Measurement and Payment Item Description

AS 213

Remove and dispose existing concrete median section to top of existing base course

Measured by square yard - depth not measured. Payment includes the following:

A. Includes labor, equipment, expendable supplies, coordination, and services required. Also includes removing and disposing concrete waste, debris, and dust within the vicinity of work.

B. Includes sawcut and grinding to correct sawcut errors.

C. All incidental work required to remove concrete.

AT 214

Clearing and grubbing strip and stockpile topsoil (6”)

Measured by square yard - depth (6”). Payment includes the following:

A. Includes labor, equipment, expendable supplies, coordination, and services required to clear and grub, strip and stockpile.

B. Includes coordination with Eagle Mountain City for approved stockpile location.

C. Includes removing and disposing waste, debris, and dust within the vicinity of work.

D. All incidental work required to clear and grub

AU

301, 302, Curb and Gutter: Type A

Measured in linear feet along lip of gutter. Payment includes the following:

A. Driveway aprons, curb cut assemblies, transitions and similar curb and gutter anomalies, and ADA ramp aprons.

B. Includes work and material shown in APWA Plan 205.1 and incidentals such as expansion joints, contraction joints, reinforcement, matching other curb and gutter types using transitions, matching existing curb and gutter using transitions if necessary, and protection and repair.

C. Includes eight (8) inches of untreated base course required under all curbs.

D. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to curb and gutter according to plans and specifications.

E. All incidental work required to place curb and gutter.

AV 304

Asphalt Pavement

Measurement in tons. Payment includes the following.

A. Aggregates, asphalt binder, hydrated lime, and other additives, etc.

B. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to place high mod asphalt pavement according to plans and specifications.

C. Includes crack seal at sawcut lines between new and existing asphalt.

D. All incidental work required to place high mod asphalt pavement.

AW 305

Untreated Base Course

Measured by plan cubic yard. Payment includes the following:

A. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to install and compact untreated base course according to Eagle Mountain

Standards and Specifications.

B. Excludes untreated base course under sidewalks, trail sections, curb and gutter, and concrete driveways.

C. Includes all untreated base course under roadway asphalt paving.

D. All incidental work required to place untreated base course.

Revised: February 2026 18

Eagle Mountain Pony Express Widening

M&P

Item

Bid

Item Measurement and Payment Item Description

AX 306

Subbase

Measured by plan cubic yard. Payment includes the following:

A. All excavation, backfill, compaction, and related earthwork to prepare the surface of areas to place subbase.

B. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to install and compact subbase according to Eagle Mountain Standards and

Specifications.

C. Includes preparation of subgrade prep per Eagle Mountain City Standards and Specifications chapter

15.25.

D. Includes scarifying subgrade depth of eight (8) inches below with 95% compaction ASTM D1557

E. All incidental work required to place subbase.

AY 307

Back to back Type S curb per APWA Plan 209 with Type 2 median reflectors per UDOT STD DWG NO GW 1D

Measured in linear feet along center of curb. Payment includes the following:

A. Includes incidentals such as expansion joints, contraction joints, and reinforcement.

B. Dowelled cold joint into concrete flared end section or separate pours of median (when new type S curb meets existing concrete).

C. Surface preparation of asphalt pavement and drilling for dowel/reinforcement.

D. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to place concrete curb according to plans and specifications.

E. Includes Type 2 median reflectors spaced evenly along curb per UDOT Standards and specifications.

F. All incidental work required to place Type R Curb.

AZ 308

Raised island plowable end with yellow paint, signage, and Type 2 median reflectors per UDOT STD DWGS:

GW 1A, GW 1B, GW 1C, and GW 1D.

Measured by each. Payment includes the following:

A. Includes work and material shown in in the plans and incidentals such as expansion joints, contraction joints, matching existing surfaces using transitions, if necessary, protection, repair, and sawcutting (with removal and proper disposal) of asphalt pavement before concrete placement.

B. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to install plowable end section in accordance to plans and specifications.

C. Reinforcement into Type S Curb and flexipost sign post measured and paid as separate items.

D. Includes yellow reflective paint.

E. Includes UTBC placement and 95% compaction.

F. Includes adding Type 2 Median reflectors.

G. All incidental work required to place plowable end section.

Revised: February 2026 19

Eagle Mountain Pony Express Widening

M&P

Item

Bid

Item Measurement and Payment Item Description

BA 309

Concrete sidewalk, 4 inch thick, per APWA Plan 231

Measurement in square feet. Payment includes the following.

A. Includes incidentals such as dowels, rebar, concrete joint saw cutting and concrete cure application, contact joint, broom finish, and other items shown APWA Plan 231.

B. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to install PCCP according to plans and specifications.

C. All excavation, backfill, compaction, and related earthwork to prepare the surface of areas to place untreated base course.

D. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to install and compact untreated base course according to Eagle Mountain

Standards and Specifications.

E. All incidental work required to place concrete sidewalk.

BB

310, Mid-block curb cut assembly ADA ramp per APWA Plan 236.1 & Corner cut assembly ADA ramp per APWA

Plan 235.1

Measurement by each. Payment includes the following.

A. Includes incidentals such as dowels, rebar, concrete joint saw cutting and concrete cure application, contact joint, broom finish, and other items shown APWA Plan 231.

B. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to install PCCP according to plans and specifications.

C. All excavation, backfill, compaction, and related earthwork to prepare the surface of areas to place untreated base course.

D. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to install and compact untreated base course according to Eagle Mountain

Standards and Specifications.

E. Includes drilling holes in the concrete base slab to install “yellow” panels in accordance with manufacturer’s recommendations and construction plans.

F. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to install detectable direction indicator in accordance with plans and specifications.

G. All incidental work required to place concrete sidewalk.

BC 312

Spread salvaged topsoil

Measured by square yard. Payment includes the following:

A. Includes labor, equipment, expendable supplies, coordination, and services required to spread salvaged top soil.

B. All incidental work required to spread salvaged top soil

Revised: February 2026 20

Eagle Mountain Pony Express Widening

M&P

Item

Bid

Item Measurement and Payment Item Description

BD 313

Sawcut driveway approach with 7 inch flatwork behind per APWA Plan 221.1 and Plan 222

Measurement by square feet. Payment includes the following.

A. Includes incidentals such as dowels, rebar, concrete joint saw cutting and concrete cure application, contact joint, broom finish, and other items shown APWA Plans 221.1 and 222.

B. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to install PCCP according to plans and specifications.

C. All excavation, backfill, compaction, and related earthwork to prepare the surface of areas to place untreated base course.

D. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to install and compact untreated base course according to Eagle Mountain

Standards and Specifications.

E. All incidental work required to place concrete sidewalk.

BE 401

New sign base

Measured by each. Payment includes the following:

A. Includes all work, materials, fasteners, foundations, and associated items required to sign base. Post depth, 36” minimum; 24” with footing. Meet latest MUTCD retro reflectivity requirements. Coordinate post heights depending on number of signs, site, and MUTCD. Includes angle brackets for angled signs.

B. Footing surface is to be flat.

C. This work may include boring into concrete, brick or landscaping and/or grout and bolts.

CONTRACTOR is responsible for cleaning up site after installation. Payment includes surface restoration.

BF 402

New sign post

Measured for types and sizes as shown in the price schedules and project drawings. Payment includes the following:

D. Includes all work, materials, fasteners, foundations, and associated items required to install sign and galvanized square Telespar signposts. Post depth, 36” minimum; 24” with footing. Meet latest

MUTCD retro reflectivity requirements. Coordinate post heights depending on number of signs, site, and MUTCD. Includes angle brackets for angled signs.

E. Types and preliminary locations are indicated on Signage Plans. Contractor to field mark preliminary locations of signage.

F. Footing surface is to be flat.

G. This work may include boring into concrete, brick or landscaping and/or grout and bolts.

CONTRACTOR is responsible for cleaning up site after installation. Payment includes surface restoration.

Revised: February 2026 21

Eagle Mountain Pony Express Widening

M&P

Item

Bid

Item Measurement and Payment Item Description

BG 403

New push button pole break-away base & foundation

Measured by each. Payment includes the following:

A. Includes all work, materials, fasteners, and associated items required to install sign on existing post and assembly on breakaway base. Coordinate sign mounting heights depending on number of signs, site, and MUTCD. Includes angle brackets for angled signs.

B. SLC Modified is per Signage Plans.

C. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to install on existing post and assembly on breakaway base.

D. All incidental work required to install on existing post and assembly on breakaway base.

BH 404

New sign flexipost

Measured by each. Payment includes the following:

A. Includes all work, materials, fasteners, and associated items required to install post on concrete median. Meet the latest MUTCD requirements.

B. Types and preliminary locations are indicated on Signage Plans. Contractor to field mark preliminary locations of signage and striping.

C. This work may include boring into concrete, brick or landscaping and/or grout and bolts.

CONTRACTOR is responsible for cleaning up site after installation. Payment includes surface restoration.

D. Including labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to install post flat concrete base.

E. All incidental work required to install flexi post on concrete median/flared end section.

BI

405, 406, 407, 408, 409, New sign

Measured by each. Payment includes the following:

A. Includes all work, materials, fasteners, and associated items required to install sign on signpost.

Coordinate sign mounting heights depending on number of signs, site, and MUTCD. Includes angle brackets for angled signs.

B. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to install on signpost.

C. Includes purchasing, erecting, and transporting new sign.

D. All incidental work required to install on signpost.

BJ 411

Remove sign from post

Measured by each. Payment includes the following:

A. Includes the removal of all signs per Signage Plans within the project limits and all associated hardware and to be salvaged to Eagle Mountain City – contact David Salazar.

B. Includes labor, equipment, expendable supplies, coordination, and services required to remove and salvage sign.

C. All incidental work required to remove sign from post.

Revised: February 2026 22

Eagle Mountain Pony Express Widening

M&P

Item

Bid

Item Measurement and Payment Item Description

BK 412

Relocate sign

Measured by each. Payment includes the following:

A. Includes removal and installation of all signs and posts and all associated hardware per Signage

Plans. Final location of to be located by Eagle Mountain City. Coordinate with David Salazar prior to relocating.

B. Includes labor, equipment, expendable supplies, coordination, and services required to relocate sign.

C. All incidental work required to relocate sign.

BL 413

Relocate post

Measured by each. Payment includes the following:

A. Includes the removal and relocation of all signposts per Signage Plans within the project limits and all associated hardware and to be salvaged to Eagle Mountain City – contact David Salazar.

B. Includes labor, equipment, expendable supplies, coordination, and services required to remove, salvage, and relocate sign post.

C. All incidental work required to relocate signpost.

BM 414

Remove sign post

Measured by each. Payment includes the following:

D. Includes the removal of all signposts per Signage Plans within the project limits and all associated hardware and to be salvaged to Eagle Mountain City – contact David Salazar.

E. Includes labor, equipment, expendable supplies, coordination, and services required to remove and salvage sign post.

F. All incidental work required to remove signpost.

BN 415

Remove sign base

Measured by each. Payment includes the following:

G. Includes the removal of base and obliterate foundation to 1’ below finish grade.

H. Includes labor, equipment, expendable supplies, coordination, and services required to remove base foundation.

I. All incidental work required to remove sign base.

Revised: February 2026 23

Eagle Mountain Pony Express Widening

M&P

Item

Bid

Item Measurement and Payment Item Description

BO

416, 417, 418, 419, 420, 421, 422, 423, 424, 425, 426, 427, 428, 429, Pavement markings

Measured per unit given for types, widths and sizes as shown in the price schedule and project drawings.

Payment includes the following:

A. Includes, but is not limited to, incidentals such as reinstallation of existing pavement markings due to fresh asphalt being tracked on it by CONTRACTOR or other vehicles if site left unsecure.

Coordination with Salt Lake City Transportation Division if reinstallation is required. All markings are paint, unless otherwise noted.

B. Includes Preformed Thermoplastic pavement markings.

C. Includes Methyl Methacrylate (MMA) pavement markings.

D. Black Backing shall be used under all paint on concrete pavement.

E. Includes Reflective Yellow Paint on Plowable End Sections and Flare Alternatives

F. All incidental work required for pavement markings paint at no additional cost to OWNER.

a. Cleanup of spillage or splotch paint locations.

b. If paint is damaged/smeared from vehicle traffic or other reasons before drying/settling, removal and replacement is required.

BP 501

Install concrete collar for manhole per Eagle Mountain Drawing No 23

A. Includes work and material shown in Eagle Mountain Drawing No 23 and incidentals such as sawcut asphalt pavement, locating utility lid, placement of concrete collar, cleaning and commissioning.

B. All incidental work required for installation of concrete collar.

BQ 502

Raise/lower utility structure frame to finish grade per APWA Plan 360.1

A. Includes adjusting elevation of an existing frame and cover using plastic forms and concrete (APWA

Plan 360) or grade rings (APWA Plan 361), and incidentals such as securing the cover to frame to prevent rattle or pop-out.

B. All excavation, bedding, backfill, compaction, rock excavation and related earthwork.

C. Removal of excavated materials including hauling and disposal costs.

D. Borrow materials, royalties and import costs.

E. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to adjust manhole.

F. Surface restoration and cleanup.

G. All incidental work required to adjust manhole.

Revised: February 2026 24

Eagle Mountain Pony Express Widening

M&P

Item

Bid

Item Measurement and Payment Item Description

BR 503

Reconstruct manhole lid to finish grade & rotate existing eccentric manhole riser to fit lid outside of gutter flow line per APWA Plan 411. Remove existing ladder rungs & install new ladder rungs. Refer to detail

1/DR502.

H. Includes adjusting elevation of an existing frame and cover using plastic forms and concrete (APWA

Plan 360) or grade rings (APWA Plan 361), and incidentals such as securing the cover to frame to prevent rattle or pop-out.

E. Includes work and material. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to remove existing and install new ladder rungs according to plans and specifications.

I. All excavation, bedding, backfill, compaction, rock excavation and related earthwork.

J. Removal of excavated materials including hauling and disposal costs.

K. Borrow materials, royalties and import costs.

L. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to adjust manhole.

M. Surface restoration and cleanup.

N. All incidental work required to adjust manhole.

BS 504

Reconstruct manhole and raise to finish grade. Replace existing manhole grate to new standard manhole lid per Eagle Mountain Drawing No 23

O. Includes adjusting elevation of an existing frame and cover using plastic forms and concrete (APWA

Plan 360) or grade rings (APWA Plan 361), and incidentals such as securing the cover to frame to prevent rattle or pop-out.

P. All excavation, bedding, backfill, compaction, rock excavation and related earthwork.

Q. Removal of excavated materials including hauling and disposal costs.

R. Borrow materials, royalties and import costs.

S. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to adjust manhole.

T. Surface restoration and cleanup.

U. All incidental work required to adjust manhole.

BT 505

5’ Type A Cleanout box storm drain manhole per APWA Plan 331.1

Measured by each. Payment includes the following:

C. Includes work and material shown in APWA Plan 331.1 and incidentals such as additional excavation outside the typical trench section due to the additional size of the structure, additional excavation and backfill for foundation stabilization, backfill around the structure, compaction, the manhole structure, connect to existing or new pipe, placement of concrete grade rings, adjustment of frame and cover to final grade, cleaning and commissioning.

D. Concrete collar paid as separate item.

Revised: February 2026 25

Eagle Mountain Pony Express Widening

M&P

Item

Bid

Item Measurement and Payment Item Description

BU 506

7’ Cast in place storm drain manhole per APWA Plan 341.1

Measured by each. Payment includes the following:

A. Includes work and material shown in APWA Plan 341.1 and incidentals such as additional excavation outside the typical trench section due to the additional size of the structure, additional excavation and backfill for foundation stabilization, backfill around the structure, compaction, the manhole structure, connect to existing or new pipe, placement of concrete grade rings, adjustment of frame and cover to final grade, cleaning and commissioning.

B. Concrete collar paid as separate item.

BV

507, 508, RCP Storm drain pipe

Measured along pipe with no deduction for fittings, boxes, or manholes. No measurement or payment for over excavation and backfill unless approved in writing by ENGINEER. Payment includes the following:

A. Includes work and material shown in APWA Plan 381, 382 and Public Utilities Department Standard

Practice No. 1, and incidentals such as excavation, removing interfering structures and obstructions, groundwater control, shoring and bracing, gaskets, tees, bends, sleeves, couplings, reducers, plugs, caps, fittings, connections, closure collars, pipe zone and trench backfill and compaction, temporary roadway or sidewalk surfacing materials, cleaning and commissioning.

B. Includes the roadway pavement structural section composed of crushed aggregate base and asphalt concrete as shown in APWA Plan 255 or Portland cement concrete as shown in APWA Plan 256.

C. Includes all labor, materials, and equipment needed to place flowable fill in locations where compaction of pipe bedding could cause damage to utility crossing.

BW 510

2’x3’ Storm drain curb inlet structure per Eagle Mountain Drawing No 20 and APWA Plan 308

Measured by each. Payment includes the following:

A. Includes work and material shown in APWA Plan 308 and incidentals such as excavation outside of typical trench section due to additional size of structure, additional excavation and backfill for foundation stabilization, backfill around the structure, compaction, adjusting frame and grate to match top back of curb and flow line grade requirements, and pavement tie-in unless specified otherwise.

BX 511

Coordinate with Gas company to relocate gas marker

Measured by Lump sum payment is by percent complete.

Coordinate and accommodate Gas company facility relocations in conflict with improvements as noted in the project design drawings. Contact utility company at the beginning of the project and a minimum of two weeks prior to construction, in any area where conflicts are noted. Estimate timeframe for relocation/reconstruction: approx. 2 weeks. Coordinate relocation/reconstruction timeframe with utility company prior to construction. Reference Work Order Number.

Revised: February 2026 26

Eagle Mountain Pony Express Widening

M&P

Item

Bid

Item Measurement and Payment Item Description

BY 512

Coordinate with Comcast utility to raise box to finish grade

Measured by Lump sum payment is by percent complete.

Coordinate and accommodate utility company facility relocations in conflict with improvements as noted in the project design drawings. Contact utility company at the beginning of the project and a minimum of two weeks prior to construction, in any area where conflicts are noted. Estimate timeframe for relocation/reconstruction: approx. 2 weeks. Coordinate relocation/reconstruction timeframe with utility company prior to construction. Reference Work Order Number.

BZ 513

Remove existing water meter and return to Eagle Mountain City. Cap waterline service lateral at the water main per Eagle Mountain City Standards and Specifications

Measured by each. Payment includes the following:

A. Remove existing water meter and return to Eagle Mountain City.

B. Contractor to coordinate with residents and SLC for water shutoff and reconnection as required.

C. Includes all parts, labor, and equipment required for disconnection to water lateral at the water main in accordance with specifications.

D. All excavation, bedding, backfill, compaction, rock excavation and related earthwork.

E. Removal of excavated materials including hauling and disposal costs.

F. Includes labor, shipping and import costs, equipment, expendable supplies, coordination, and services required to remove and return water meter.

G. All incidental work required to remove and return water meter.

CA 514

Remove and dispose existing irrigation system and back-flow preventor

Measured by each. Payment includes the following:

A. Remove existing backflow preventor and return to Eagle Mountain…