1-EMC SR-73, Ranches Pkwy Campus Drive Improvements RFP.pdf

Eagle Mountain City

EMC SR-73, RANCHES PKWY & CAMPUS DRIVE

IMPROVEMENTS

REQUEST FOR PROPOSAL (RFP) NO. EMC-FY27-01

RFP Due Date: July 22, 2026, by 12:00 P.M.

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

Issued: July 1, 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 7

V. PROPOSAL EVALUATION CRITERIA 29

VI. PROPOSAL RESPONSE OUTLINE 30

IV. INSURANCE REQUIREMENTS 32

V. TIMELINE 34

VI. ADMINISTRATIVE GUIDANCE 34

VII. ISSUING OFFICE AND RFP REFERENCE NUMBER 34

VIII. SUBMISSION OF PROPOSAL 35

IX. BID BOND 35

X. VENDOR PREQUALIFICATION 35

XI. INQUIRIES 35

XII. RESPONDENT’S RESPONSIBILITY FOR PROPOSAL COSTS 36

XIII. EVALUATION OF PROPOSALS 36

XIV. KEY COMPANY PERSONNEL 36

XV. AWARD OF THE CONTRACT 36

XVI. PROTECTED INFORMATION 37

XVII. ADDENDUM TO RFP 37

XVIII. AUTHORIZED REPRESENTATIVES 37

XIX. ANTI-COLLUSION 37

XX. RESTRICTIONS / CONFLICT OF INTEREST 38

XXI. RIGHT TO REJECT 38

XXII. PRIVACY NOTICE 38

ATTACHMENT A 39

ATTACHMENT B 43

Revised: February 2026 3

OVERVIEW

I. INTRODUCTION

Eagle Mountain City is requesting proposals from responsible firms or individuals for a project called SR-

73, Ranches Parkway & Campus Drive Improvements. The project is located at the intersection of SR-73 and Ranches Parkway in Eagle Mountain, Utah.

II. SCOPE OF SERVICES

The work to be performed consists of furnishing and installing the equipment, facilities, services and appurtenances thereto as included in the Contract Documents. The work generally includes, but is not limited to, the following:

Construct a new traffic signal at Ranches Parkway and Campus Drive, including associated roadway improvements such as asphalt removal, asphalt pavement, curb and gutter, raised median curb, sidewalk, signage, and pavement markings.

The project also includes reconfiguration of existing traffic signals at Ranches Parkway and Pony Express Parkway, Ranches Parkway and SR-73, and Spring Run Parkway and Walmart access. This includes associated roadway improvements such as asphalt and concrete removal, asphalt pavement, curb and gutter, raised median curb, asphalt trail, concrete sidewalk, signage, and pavement markings.

The project shall be completed in 2026.

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

All work requiring lane closures, lane shifts, or lane reductions 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 in each direction.

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

Revised: February 2026 4

III. BID SCHEDULES

BID SCHEDULE A – BASE BID

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.

Item

No.

Description Quantity Units Unit Cost Total Cost

A-1 Mobilization & Demobilization 1 LS

A-2 Traffic Control 1 LS

A-3 Temporary Controls (SWPPP) 1 LS

A-4 Quality Control & Testing 1 LS

A-5 Construction Layout & Staking 1 LS

A-6 Site Clearing 42,800 SF

A-7 Remove Tree 16 EA

A-8 Remove Asphalt Pavement 17,100 SF

A-9 Remove Curb and Gutter 2,400 LF

A-10 Remove Concrete Flatwork 3,100 SF

A-11 Adjust Manhole Frame to Grade 2 EA

A-12 Obliterate Pavement Markings 1 LS

A-13 Roadway Excavation (Plan Quantity) 25 CY

A-14 Imported Roadway Embankment

(Plan Quantity) 200 CY

A-15 Granular Borrow (Plan Quantity) 1,600 CY

A-16 Untreated Base Course (Plan Quantity) 1,100 CY

A-17 Hot Mix Asphalt 1/2 Inch, PG 64-34 2,100 TON

A-18 12" UDOT Type M2 Curb - Modified 160 LF

A-19 15" UDOT Type M2 Curb - Modified 730 LF

A-20 UDOT Type B3 Curb Raised Median 950 LF

A-21 UDOT Type B1 Curb & Gutter w/ Base 330 LF

A-22 6" Concrete Sidewalk/Flatwork w/ Base 3,700 SF

A-23 4" Concrete Flatwork w/ Base 850 SF

A-24 Pedestrian Access Ramp w/ Base 235 SF

A-25 Segmental Retaining Wall 25 LF

A-26 Plowable End Section w/ Base 8 EA

A-27 Sign Panel 23 EA

A-28 Sign Post 6 EA

A-29 Sign Post (Slip Base) 6 EA

Revised: February 2026 5

No.

Description Quantity Units Unit Cost Total Cost

A-30 Relocate Sign 3 EA

A-31 Flexible Delineator 65 EA

A-32 Pavement Markings 1 LS

A-33 Traffic Signal (Campus Drive) 1 LS

A-34 Traffic Signal Modifications (Pony Express) 1 LS

A-35 Traffic Signal Modifications (SR-73) 1 LS

A-36 Site Restoration 1,400 SF

A-37 Landscape Restoration 2,110 SF

A-38 Landscaping 1 LS

BID SCHEDULE A TOTAL

BID SCHEDULE A TOTAL (IN WORDS)

BID SCHEDULE B – BID ALTERNATE #1

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, and SF is equal to square-feet.

No.

Description Quantity Units Unit Cost Total Cost

B-1 Mobilization & Demobilization 1 LS

B-2 Traffic Control 1 LS

B-3 Temporary Controls (SWPPP) 1 LS

B-4 Quality Control & Testing 1 LS

B-5 Construction Layout & Staking 1 LS

B-6 Site Clearing 4,400 SF

B-7 Remove Tree 3 EA

B-8 Remove Asphalt Pavement 2,300 SF

B-9 Remove Curb and Gutter 160 LF

B-10 Remove Concrete Flatwork & Waterway 350 SF

B-11 Obliterate Pavement Markings 1 LS

B-12 Roadway Excavation (Plan Quantity) 175 CY

B-13 Imported Roadway Embankment

(Plan Quantity) 10 CY

Revised: February 2026 6

No.

Description Quantity Units Unit Cost Total Cost

B-14 Granular Borrow (Plan Quantity) 90 CY

B-15 Untreated Base Course (Plan Quantity) 60 CY

B-16 Hot Mix Asphalt 1/2 Inch, PG 64-34 110 TON

B-17 Type A 30" Standard Curb w/ Base 150 LF

B-18 6" Concrete Sidewalk/Flatwork w/ Base 1,070 SF

B-19 Pedestrian Access Ramp w/ Base 170 SF

B-20 Concrete Waterway Transition w/ Base 430 SF

B-21 Flexible Delineator 11 EA

B-22 Pavement Markings 1 LS

B-23 Traffic Signal Modifications (Spring Run) 1 LS

B-24 Landscape Restoration 2,630 SF

B-25 Rock Mulch With Geotextile Fabric 370 SF

BID SCHEDULE B TOTAL

BID SCHEDULE B TOTAL (IN WORDS)

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, Revised: February 2026 7

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: ___________

IV. MEASUREMENT AND PAYMENT

BID SCHEDULE A

MOBILIZATION & DEMOBILIZATION, Bid Item A-1

a. Measurement shall be Lump Sum.

b. Payment shall be full compensation for all preparatory operations for the project, including but not limited to those items necessary for the project site: acquisition and payment of all permits; furnishing construction power and other utilities; furnishing, erecting, and maintenance of construction signs; construction fencing, mobilization, demobilization, installation of temporary facilities including the access roadway; and for all costs associated with the project that are not included in other bid items. Potential staging area shown on plans is not guaranteed or City-provided.

c. Payment also covers the cost of all items necessary to complete construction and restore the construction site to acceptable conditions. This includes, but is not limited to, removal of temporary construction structures, cleanup of all remaining materials on the construction site, Revised: February 2026 8 and all other necessary clean-up measures to be taken as directed by the specifications and approved by the Engineer.

d. Mobilization & Demobilization cost shall not exceed 10% of the combined total Base Bid amount.

e. Payments will be made in accordance with the following table:

BASIS OF PAYMENT FOR

MOBILIZATION & DEMOBILIZATION

Amount Paid When Paid

25% of bid item amount With first application for payment

Remaining portion of bid item paid as percentage of the contract completed

With each subsequent application for payment

TRAFFIC CONTROL, Bid Item A-2

b. Payment includes all costs to provide traffic and/or pedestrian control for the project.

c. Payments will be made in accordance with the following table:

TRAFFIC CONTROL

Amount Paid When Paid

25% of bid item amount With first application for payment and upon initial implementation of traffic control devices

Remaining portion of bid item paid as

TEMPORARY CONTROLS (SWPPP), Bid Item A-3

b. Payment includes the cost of complying with State of Utah UPDES Permit, including submitting a Notice of Intent to the Utah State Division of Water Quality, paying the Permit fees, and

Revised: February 2026 9 preparing and submitting a Storm Water Pollution Prevention Plan for City and State approval to address any erosion control measures.

c. Payment also covers the cost of noise control, dust and mud control, surface water control, ground water control, pollution control, and all erosion control required for the project, including furnishing, installing, and maintenance of all BMPs.

d. Payments will be made in accordance with the following table:

TEMPORARY CONTROLS (SWPPP)

Amount Paid When Paid

25% of bid item amount With first application for payment

Remaining portion of bid item paid as

QUALITY CONTROL & TESTING, Bid Item A-4

b. Payment for this item shall be considered compensation in full for all subcontractors, labor, materials and equipment necessary to verify and ensure the quality of the installed project including in part proctor, gradation, CBR values. Includes concrete testing. Includes compaction testing of the; trenches, buried structures, untreated base course and granular borrow. Includes asphalt density, asphalt core samples of the asphalt and other testing required in Eagle Mountain and in accordance with the design drawings, and where not covered under separate items.

c. Payment includes separate testing within UDOT right-of-way, meeting UDOT standards and specifications.

QUALITY CONTROL & TESTING

Amount Paid When Paid

Portion of bid item paid as percentage of the contract completed

With each application for payment

Revised: February 2026 10

CONSTRUCTION LAYOUT & STAKING, Bid Item A-5

b. Payment covers the cost of all labor, materials, equipment and appurtenances required for construction staking as required within the limits of construction.

CONSTRUCTION LAYOUT & STAKING

Amount Paid When Paid

25% of bid item amount With first application for payment and when project is 5% complete

Remaining portion of bid item paid as percentage of the contract completed, with 10% held as noted below

With each subsequent application for payment

Remaining 10% portion of bid item With final application for payment

(will be held until record drawings have been received by the Owner)

SITE CLEARING, Bid Item A-6

a. Measurement shall be Square Feet.

b. Payment covers all costs of labor, materials, equipment and appurtenances required to clear and grub, remove and dispose of all vegetation, landscaping, shrubs and waste materials as required within the limits as shown on the project plans, in a safe and legal manner. Cost includes stockpiling of topsoil on-site for re-use.

c. Payment includes removal of existing irrigation valves, piping, spray heads and coordinating termination with the City, as shown on the project plans.

d. Payment includes removal of decorative lighting, conduit and conductors, termination of conductors and coordination with the City, as shown on the project plans.

Revised: February 2026 11

SITE CLEARING

Amount Paid When Paid

Portion of bid item paid as percentage of the contract completed

REMOVE TREE, Bid Item A-7

a. Measurement shall be Each.

b. Payment covers all costs for labor, materials, equipment, and appurtenances required to remove and properly dispose of tree, root system and foliage, including backfill and compaction as required.

c. Remove root system to at least 2 feet below finished ground level and within the limits of construction.

REMOVE ASPHALT PAVEMENT, Bid Item A-8

b. Payment covers all costs for labor, materials, equipment, and appurtenances required to saw-cut full depth, break-up, excavate, transport (trucking), and properly dispose of asphalt pavement, regardless of thickness.

REMOVE CURB AND GUTTER, Bid Item A-9

a. Measurement shall be Linear Foot along top back of curb.

b. Payment covers all costs for labor, materials, equipment, and appurtenances required to saw cut, remove to the nearest joint, and properly dispose of curb and gutter. Payment will only be given for the defined demolition areas. All work outside defined areas will be at the

Contractor’s cost.

REMOVE CONCRETE FLATWORK, Bid Item A-10 cut, remove to the nearest joint, and properly dispose of concrete sidewalk and flatwork.

Payment will only be given for the defined demolition areas. All work outside defined areas will be at Contractor’s cost.

ADJUST MANHOLE FRAME TO GRADE, Bid Item A-11

Revised: February 2026 12

b. Payment covers all costs for labor, materials, equipment, and appurtenances required to raise or lower utility manhole lid elevation to grade as indicated in the drawings, including saw cutting, pavement removal, adjusting or reconstructing the structure, replacing the lid at correct elevation, pouring a concrete collar as specified, protection during paving, replacement parts, and all incidentals necessary to bring the manhole to final grade.

OBLITERATE PAVEMENT MARKINGS, Bid Item A-12 remove pavement striping and messages by high pressure water spray.

OBLITERATE PAVEMENT MARKINGS

Amount Paid When Paid

Portion of bid item paid as percentage of the item completed

ROADWAY EXCAVATION (PLAN QUANTITY), Bid Item A-13

a. Measurement shall be Cubic Yard as shown on the project plans. No adjustment to quantities if staked quantities differ by 5 percent or less.

b. Payment covers all costs for labor, materials, equipment and appurtenances required for excavation and removal of materials as required within the limits of construction as shown on the project plans. Covers all earthwork and grading as necessary to the appropriate subgrade elevations. Dispose of all excess excavated material in an approved location. No payment will be made under any item for unauthorized excavation outside of the lines and grades shown on the plans (Grading Plan). Quantity was estimated based on the comparison between Existing

Ground and Finish Ground surface. Contractor shall be responsible for any and all adjustments due to swell, shrinkage, and any subgrade elements.

IMPORTED ROADWAY EMBANKMENT (PLAN QUANTITY), Bid Item A-14

b. Payment covers all costs for labor, materials, equipment and appurtenances required to import, place and compact embankment material as shown on the project plans. If clean excavated material meeting the appropriate gradation is hauled off and then returned to the

Revised: February 2026 13 site for use, the additional cost of hauling the material will be incidental to this bid item.

Quantity was estimated based on the comparison between Existing Ground and Finished

Ground surface. Contractor shall be responsible for any and all adjustments due to swell, shrinkage, and any subgrade elements.

GRANULAR BORROW (PLAN QUANTITY), Bid Item A-15

a. Measurement shall be Cubic Yard as shown on the project plans, compacted in place.

b. Payment covers all costs of labor, materials, equipment and appurtenances required to furnish and place granular borrow as required within the limits of construction as shown on the project plans including: hauling, placing, compaction, final grading, and any other work required to complete this item. Includes all pavement sections.

UNTREATED BASE COURSE (PLAN QUANTITY), Bid Item A-16

b. Payment covers cost of all labor, materials, equipment, coordination, and appurtenances required to furnish and place untreated base course as required within the limits of construction as shown on the project plans including: hauling, placing, compaction, final grading, and any other work required to complete this item. Includes base for all pavement sections.

HOT MIX ASPHALT ½ INCH, PG 64-34, Bid Item A-17

a. Measurement shall be per Ton of HMA (per APWA standards) placed for the depth shown on the plans and documented by weight tickets.

b. Bid price covers cost of provision, placement, plant mix asphalt, aggregates, asphalt binder, hydrated lime, prime coat, tack coat, additives, compaction, and equipment, labor, and material to place asphalt pavement.

12” UDOT TYPE M2 CURB - MODIFIED, Bid Item A-18

b. Payment covers costs for concrete, admixtures, reinforcement, forming, finishing, grading, and all labor, materials, equipment, and appurtenances required to furnish and construct 12” UDOT

Type M2 Modified Curb at the location shown on the plans. Match existing curb and gutter via transitions if necessary.

15” UDOT TYPE M2 CURB - MODIFIED, Bid Item A-19

Revised: February 2026 14 all labor, materials, equipment, and appurtenances required to furnish and construct 15” UDOT

Type M2 Modified Curb at the location shown on the plans. Match existing curb and gutter via

UDOT TYPE B3 CURB RAISED MEDIAN, Bid Item A-20 all labor, materials, equipment, and appurtenances required to furnish and construct UDOT

Type B3 Curb at the location shown on the plans.

UDOT TYPE B1 CURB & GUTTER W/ BASE, Bid Item A-21

a. Measurement shall be Linear Foot along top back of curb. Does not include curb adjacent to pedestrian access ramps.

all labor, materials, equipment, and appurtenances required to furnish and construct UDOT

Type B1 curb and gutter at the location shown on the plans. Match existing curb and gutter via

c. Payment covers cost of supplying, installing, and compacting untreated base course as leveling and foundation material.

6” CONCRETE SIDEWALK/FLATWORK W/ BASE, Bid Item A-22

a. Measurement shall be Square Feet as shown on the project plans.

b. Payment covers costs for provision, placement, forming, reinforcement, concrete, admixtures, finishing, curing, weather protections, cure agents, additives, expansion joints, contraction joints, doweling, epoxy, existing connections, grading, compaction, and all labor, materials, equipment, and appurtenances required to furnish and construct 6-inch thick concrete sidewalk at the location shown on the plans.

4” CONCRETE FLATWORK W/ BASE, Bid Item A-23

b. Payment covers costs for provision, placement, forming, concrete, admixtures, finishing, curing, weather protections, cure agents, additives, expansion joints, contraction joints, doweling, Revised: February 2026 15 epoxy, existing connections, grading, compaction, and all labor, materials, equipment, and appurtenances required to furnish and construct 4-inch thick concrete flatwork within the medians at the locations shown on the plans.

c. Payment covers cost of supplying, installing, and compacting 4-inch thick untreated base course as leveling and foundation material.

PEDESTRIAN ACCESS RAMP W/ BASE, Bid Item A-24

a. Measurement shall be Square Feet as shown on the project plans. Includes curb and gutter adjacent to pedestrian access ramp.

joints, doweling, epoxy, detectable warning surfaces, and all labor, materials, equipment, and appurtenances required to furnish and construct pedestrian access ramp at the location shown on the plans. Includes meeting all UDOT inspection and construction requirements.

SEGMENTAL RETAINING WALL, Bid Item A-25

a. Measurement shall be Linear Feet along back of wall.

b. Payment covers all cost of labor, equipment and materials required to install segmental retaining wall as shown on the project plans including excavation, geogrid and backfill.

PLOWABLE END SECTION W/ BASE, Bid Item A-26 joints, doweling, epoxy, and all labor, materials, equipment, and appurtenances required to furnish and construct UDOT plowable end section at the location shown on the plans per UDOT

Std. Dwg. No. GW 1B.

and foundation material. Payment covers cost of supplying and applying two coats of highway yellow paint.

Revised: February 2026 16

SIGN PANEL, Bid Item A-27

b. Payment covers costs for provision, placement, hardware, and all labor, materials, equipment, and appurtenances required to install traffic sign panels to posts.

SIGN POST, Bid Item A-28

b. Payment covers costs for provision, placement, posts, anchors, excavation, concrete, rebar, backfill, compaction, and all labor, materials, equipment, and appurtenances required to install a sign post.

SIGN POST (SLIP BASE), Bid Item A-29

b. Payment covers costs for provision, placement, posts, anchors, excavation, concrete, rebar, backfill, compaction, and all labor, materials, equipment, and appurtenances required to install a sign post with slip base per UDOT Std. Dwg. No. SN 10A.

RELOCATE SIGN, Bid Item A-30

b. Payment covers all cost of work and material to relocate traffic sign panels and posts. Cost includes, but is not limited to, all labor, materials, equipment and incidental items to relocate a sign. Includes providing new posts and/or footings as needed. Adjustments will not be made for size of sign.

FLEXIBLE DELINEATOR, Bid Item A-31

b. Payment covers all costs for provision, placement, hardware and all labor, materials, equipment, coordination, and appurtenances required to install yellow reflective flexible delineator. Delineators shall be 36-inches tall, and surface mounted to the medians.

c. Delineators shall meet the following specifications:

1) Tested Impact Resistance Temperature: 20° - 120° F

2) Post Tensile Strength: 1,500 lbs per sq in

3) Federally tested to withstand 10 impacts at 50 mph.

Revised: February 2026 17

PAVEMENT MARKINGS, Bid Item A-32

b. Payment covers the cost of all labor, materials, equipment, coordination, and appurtenances required to furnish and apply paint and thermoplastic striping, arrows, stop bars, crosswalks, and messages as shown on the project plans, complete and in place. Includes yellow paint for concrete medians within the project limits, as shown on the project plans. Application rates shall follow UDOT Specification Section 02765. Thermoplastic striping shall meet UDOT specifications.

c. Payment includes two paint applications on all drivable surfaces.

1) Place second application between 14 and 30 days after the first application.

PAVEMENT MARKINGS

Amount Paid When Paid

Portion of bid item paid as percentage of

TRAFFIC SIGNAL (CAMPUS DRIVE), Bid Item A-33

b. Payment covers all cost of labor, equipment, installation of Contractor and/or State furnished materials, power source connection, utility coordination and connections, installation of LiDAR sensor equipment, installation of CCTV Camera and ITS signal interconnect equipment, conduits, cabinets, controllers, luminaires, vibration mitigator, signage, foundation bases, pedestrian heads, push buttons, signal poles, mast arms, luminaire poles, installation and materials necessary to provide a complete and fully operational signal system, as shown on the project plans.

c. Includes all required agency inspections, testing, signal timing coordination, turn-on checklist, integration, warranty bonds, and related documentation where applicable.

d. Includes test holes associated with foundation installation.

e. Pickup and deliver “Owner / State Furnished Items” from UDOT facility in Salt Lake area, to project site or City provided location, as indicated on the drawings.

f. Payments will be made in accordance with the following table:

Revised: February 2026 18

TRAFFIC SIGNAL (CAMPUS DRIVE)

Amount Paid When Paid

Portion of bid item paid as percentage of

TRAFFIC SIGNAL MODIFICATIONS (PONY EXPRESS), Bid Item A-34 materials, new foundation bases, utility coordination and connections, installation of luminaires, conduit, junction boxes, signal poles, mast arms, push buttons, signage, relocation of signage and emergency signal preemption detector, removal of existing foundations and junction boxes, and any materials necessary to provide a complete and fully operational signal system, as shown on the project plans.

TRAFFIC SIGNAL MODIFICATIONS (PONY EXPRESS)

Amount Paid When Paid

Portion of bid item paid as percentage of

TRAFFIC SIGNAL MODIFICATIONS (SR-73), Bid Item A-35 materials, new foundation bases, utility coordination and connections, installation and/or relocation of poles, mast arms, luminaires, radar detection equipment, vibration mitigator, CCTV camera, pedestrian heads, push buttons, junction boxes, signage, conduits, circuits, Revised: February 2026 19 removal of existing foundations and junction boxes, and any materials necessary to provide a complete and fully operational signal system, as shown on the project plans. Includes salvaging signal pole, mast arm and signal heads to UDOT Region 3. Includes UDOT inspections, bonds, and testing requirements.

TRAFFIC SIGNAL MODIFICATIONS (SR-73)

Amount Paid When Paid

Portion of bid item paid as percentage of

SITE RESTORATION, Bid Item A-36 required to furnish or spread from stockpile 4 inches of topsoil and reseed as required within the limits of construction as shown on the project plans.

LANDSCAPE RESTORATION, Bid Item A-37 required to maintain any landscaping within the project limits throughout construction where existing irrigation systems are impacted by the work. Replace in kind any dead or damaged landscape resulting from failure to protect, water, or otherwise maintain at no additional cost to the Owner. Restore landscaping and irrigation systems in areas impacted by construction to match adjacent surfacing and existing landscape irrigation conditions where applicable.

Includes verification of irrigation system functionality with property owner prior to disturbance and after restoration.

Revised: February 2026 20

c. Includes relocating existing irrigation valves for zones to remain in service with new parts and equipment, and coordination with the City, as shown on the project plans.

d. Contractor required to match the adjacent surface treatment when restoring landscaping unless otherwise directed by the Owner.

LANDSCAPING, Bid Item A-38 required to install all plantings, rock, and weed barrier geotextile/fabric under all rock areas, including properly storing and maintaining stockpiled materials, as shown on the project plans.

c. Includes cost of all labor, materials, equipment, coordination, and appurtenances required to install irrigation systems. Includes connection to existing irrigation piping, valves, controller wire, driplines, and piping to provide an operating system complete and in place, as shown on the project plans.

d. 3/4” rock mulch shall match existing type and be 4-inches deep. 3-6” river rock cobble shall match existing type and be 12” deep. Weed barrier fabric shall be 5-ounces. Install a pre-emergent herbicide on bare soil and again after installation of rock mulch.

LANDSCAPING

Amount Paid When Paid

Portion of bid item paid as percentage of

BID SCHEDULE B

MOBILIZATION & DEMOBILIZATION, Bid Item B-1

b. Payment shall be full compensation for all preparatory operations for the project, including but not limited to those items necessary for the project site: acquisition and payment of all permits; furnishing construction power and other utilities; furnishing, erecting, and maintenance of construction signs; construction fencing, mobilization, demobilization, Revised: February 2026 21 installation of temporary facilities including the access roadway; and for all costs associated with the project that are not included in other bid items.

c. Payment also covers the cost of all items necessary to complete construction and restore the construction site to acceptable conditions. This includes, but is not limited to, removal of temporary construction structures, cleanup of all remaining materials on the construction site, and all other necessary clean-up measures to be taken as directed by the specifications and approved by the Engineer.

d. Mobilization & Demobilization cost shall not exceed 10% of the combined total Bid Schedule B amount.

MOBILIZATION & DEMOBILIZATION

Amount Paid When Paid

25% of bid item amount With first application for payment

Remaining portion of bid item paid as

TRAFFIC CONTROL, Bid Item B-2

b. Payment includes all costs to provide traffic and/or pedestrian control for the project.

TRAFFIC CONTROL

Amount Paid When Paid

25% of bid item amount With first application for payment and upon initial implementation of traffic control devices

Remaining portion of bid item paid as

TEMPORARY CONTROLS (SWPPP), Bid Item B-3

Revised: February 2026 22

b. Payment includes the cost of complying with State of Utah UPDES Permit, including submitting a Notice of Intent to the Utah State Division of Water Quality, paying the Permit fees, and preparing and submitting a Storm Water Pollution Prevention Plan for City and State approval to address any erosion control measures.

c. Payment also covers the cost of noise control, dust and mud control, surface water control, ground water control, pollution control, and all erosion control required for the project, including furnishing, installing, and maintenance of all BMPs.

TEMPORARY CONTROLS (SWPPP)

Amount Paid When Paid

25% of bid item amount With first application for payment

Remaining portion of bid item paid as

QUALITY CONTROL & TESTING, Bid Item B-4

b. Payment for this item shall be considered compensation in full for all subcontractors, labor, materials and equipment necessary to verify and ensure the quality of the installed project including in part proctor, gradation, CBR values. Includes concrete testing. Includes compaction testing of the; trenches, buried structures, untreated base course and granular borrow. Includes asphalt density, asphalt core samples of the asphalt and other testing required in Eagle Mountain and in accordance with the design drawings, and where not covered under separate items.

QUALITY CONTROL & TESTING

Amount Paid When Paid

Portion of bid item paid as percentage of the contract completed

CONSTRUCTION LAYOUT & STAKING, Bid Item B-5

Revised: February 2026 23

b. Payment covers the cost of all labor, materials, equipment and appurtenances required for construction staking as required within the limits of construction.

CONSTRUCTION LAYOUT & STAKING

Amount Paid When Paid

25% of bid item amount With first application for payment and when project is 5% complete

Remaining portion of bid item paid as percentage of the contract completed, with 10% held as noted below

With each subsequent application for payment

Remaining 10% portion of bid item With final application for payment

(will be held until record drawings have been received by the Owner)

SITE CLEARING, Bid Item B-6

b. Payment covers all costs of labor, materials, equipment and appurtenances required to clear and grub, remove and dispose of all vegetation, landscaping, shrubs and waste materials as required within the limits as shown on the project plans, in a safe and legal manner. Cost includes stockpiling of topsoil on-site for re-use.

c. Payment includes removal of existing irrigation valves, piping, spray heads and coordinating termination with the City, as shown on the project plans.

SITE CLEARING

Amount Paid When Paid

Revised: February 2026 24

Portion of bid item paid as percentage of the contract completed

REMOVE TREE, Bid Item B-7 remove and properly dispose of tree, root system and foliage, including backfill and compaction as required.

c. Remove root system to at least 2 feet below finished ground level and within the limits of construction.

REMOVE ASPHALT PAVEMENT, Bid Item B-8

b. Payment covers all costs for labor, materials, equipment, and appurtenances required to saw-cut full depth, break-up, excavate, transport (trucking), and properly dispose of asphalt pavement, regardless of thickness.

REMOVE CURB AND GUTTER, Bid Item B-9 cut, remove to the nearest joint, and properly dispose of curb and gutter. Payment will only be given for the defined demolition areas. All work outside defined areas will be at the

Contractor’s cost.

REMOVE CONCRETE FLATWORK & WATERWAY, Bid Item B-10 cut, remove to the nearest joint, and properly dispose of concrete sidewalk, flatwork, and waterway. Payment will only be given for the defined demolition areas. All work outside defined areas will be at Contractor’s cost.

OBLITERATE PAVEMENT MARKINGS, Bid Item B-11 remove pavement striping and messages by high pressure water spray.

Revised: February 2026 25

OBLITERATE PAVEMENT MARKINGS

Amount Paid When Paid

Portion of bid item paid as percentage of

ROADWAY EXCAVATION (PLAN QUANTITY), Bid Item B-12

b. Payment covers all costs for labor, materials, equipment and appurtenances required for excavation and removal of materials as required within the limits of construction as shown on the project plans. Covers all earthwork and grading as necessary to the appropriate subgrade elevations. Dispose of all excess excavated material in an approved location. No payment will be made under any item for unauthorized excavation outside of the lines and grades shown on the plans (Grading Plan). Quantity was estimated based on the comparison between Existing

Ground and Finish Ground surface. Contractor shall be responsible for any and all adjustments due to swell, shrinkage, and any subgrade elements.

IMPORTED ROADWAY EMBANKMENT (PLAN QUANTITY), Bid Item B-13

b. Payment covers all costs for labor, materials, equipment and appurtenances required to import, place and compact embankment material as shown on the project plans. If clean excavated material meeting the appropriate gradation is hauled off and then returned to the site for use, the additional cost of hauling the material will be incidental to this bid item.

Quantity was estimated based on the comparison between Existing Ground and Finished

Ground surface. Contractor shall be responsible for any and all adjustments due to swell, shrinkage, and any subgrade elements.

GRANULAR BORROW (PLAN QUANTITY), Bid Item B-14

b. Payment covers all costs of labor, materials, equipment and appurtenances required to furnish and place granular borrow as required within the limits of construction as shown on the project

Revised: February 2026 26 plans including: hauling, placing, compaction, final grading, and any other work required to complete this item. Includes all pavement sections.

UNTREATED BASE COURSE (PLAN QUANTITY), Bid Item B-15 required to furnish and place untreated base course as required within the limits of construction as shown on the project plans including: hauling, placing, compaction, final grading, and any other work required to complete this item. Includes base for all pavement sections.

HOT MIX ASPHALT ½ INCH, PG 64-34, Bid Item B-16

a. Measurement shall be per Ton of HMA (per APWA standards) placed for the depth shown on the plans and documented by weight tickets.

b. Bid price covers cost of provision, placement, plant mix asphalt, aggregates, asphalt binder, hydrated lime, prime coat, tack coat, additives, compaction, and equipment, labor, and material to place asphalt pavement.

TYPE A 30” STANDARD CURB W/ BASE, Bid Item B-17

a. Measurement shall be Linear Foot along top back of curb. Does not include curb adjacent to pedestrian access ramps.

all labor, materials, equipment, and appurtenances required to furnish and construct Type A

30” Standard curb and gutter at the location shown on the plans. Match existing curb and gutter via transitions if necessary.

6” CONCRETE SIDEWALK/FLATWORK W/ BASE, Bid Item B-18 joints, doweling, epoxy, existing connections, grading, compaction, and all labor, materials, equipment, and appurtenances required to furnish and construct 6-inch thick concrete sidewalk at the location shown on the plans.

Revised: February 2026 27

PEDESTRIAN ACCESS RAMP W/ BASE, Bid Item B-19

a. Measurement shall be Square Feet as shown on the project plans. Includes curb and gutter adjacent to pedestrian access ramp.

Payment covers costs for provision, placement, forming, reinforcement, concrete, admixtures, joints, doweling, epoxy, detectable warning surfaces, and all labor, materials, equipment, and appurtenances required to furnish and construct pedestrian access ramp at the location shown on the plans. Includes meeting all City inspection and construction requirements.

b. Payment covers cost of supplying, installing, and compacting untreated base course as leveling

CONCRETE WATERWAY TRANSITION W/ BASE, Bid Item B-20

b. Payment covers all costs for provision, placement, forming, reinforcement, concrete, admixtures, finishing, curing, weather protections, cure agents, additives, expansion joints, contraction joints, doweling, epoxy, and all labor, equipment, and appurtenances required to furnish and construct concrete waterway structure at the location shown on the plans.

FLEXIBLE DELINEATOR, Bid Item B-21

b. Payment covers all costs for provision, placement, hardware and all labor, materials, equipment, coordination, and appurtenances required to install yellow reflective flexible delineator. Delineators shall be 36-inches tall, and surface mounted to the medians.

c. Delineators shall meet the following specifications:

1) Tested Impact Resistance Temperature: 20° - 120° F

2) Post Tensile Strength: 1,500 lbs per sq in

3) Federally tested to withstand 10 impacts at 50 mph.

PAVEMENT MARKINGS, Bid Item B-22

Revised: February 2026 28

b. Payment covers the cost of all labor, materials, equipment, coordination, and appurtenances required to furnish and apply paint striping, arrows, stop bars, crosswalks, and messages as shown on the project plans, complete and in place. Includes yellow paint for concrete medians within the project limits, as shown on the project plans. Application rates shall follow UDOT

Specification Section 02765.

c. Payment includes two paint applications on all drivable surfaces.

1) Place second application between 14 and 30 days after the first application.

PAVEMENT MARKINGS

Amount Paid When Paid

Portion of bid item paid as percentage of

TRAFFIC SIGNAL MODIFICATIONS (SPRING RUN), Bid Item B-23 materials, new foundation bases, utility coordination and connections, relocation of pole, mast arm, luminaire, signal heads, signage, radar detection, vibration mitigator, pedestrian heads and push buttons, conduit, signal circuits, removal of existing foundations and junction boxes, and any materials necessary to provide a complete and fully operational signal system, as shown on the project plans.

TRAFFIC SIGNAL MODIFICATIONS (SPRING RUN)

Amount Paid When Paid

Revised: February 2026 29

Portion of bid item paid as percentage of

LANDSCAPE RESTORATION, Bid Item B-24 required to maintain any landscaping within the project limits throughout construction where existing irrigation systems are impacted by the work. Replace in kind any dead or damaged landscape resulting from failure to protect, water, or otherwise maintain at no additional cost to the Owner. Restore landscaping and irrigation systems in areas impacted by construction to match adjacent surfacing and existing landscape irrigation conditions where applicable.

Includes verification of irrigation system functionality with property owner prior to disturbance and after restoration.

c. Includes relocating existing irrigation valves for zones to remain in service with new parts and equipment, and coordination with the City, as shown on the project plans.

d. Contractor required to match the adjacent surface treatment when restoring landscaping unless otherwise directed by the Owner.

ROCK MULCH WITH GEOTEXTILE FABRIC, Bid Item B-25 required to remove and stockpile existing rock mulch, properly store and maintain stockpiled materials, install new weed barrier geotextile/fabric under limits of rock area, and install stockpiled rock mulch, as shown on the project plans. Price includes furnishing any additional rock mulch needed to complete the work.

c. Rock mulch shall be 4-inches deep and weed barrier fabric shall be 5-ounces. Install a pre-emergent herbicide on bare soil and again after installation of rock mulch.

V. PROPOSAL EVALUATION CRITERIA

Proposals will be evaluated based on the response to all provisions of this RFP. Since this solicitation is an

RFP as opposed to a Bid, pricing alone will not constitute the entire selection criteria. The city may use some or all of the following criteria and corresponding percentages in its evaluation and comparison of proposals submitted. The criteria listed are not necessarily an all-inclusive list. The order in which they appear is not intended to indicate their relative importance. The City reserves the right to modify the

Revised: February 2026 30 evaluation criterion and percentage of the score as deemed appropriate prior to the commencement of evaluation.

Evaluation Process

Proposals will be reviewed by the individual committee members against certain criteria through a pre-prepared scoring matrix. The committee will submit their scores to the City

Purchasing Agent who will compile the scores and rank the submissions. The committee will meet to review the top three scoring firms and may schedule a 1-hour virtual or in-person presentation from each vendor. The presentations will not be scored, but the evaluation committee will, at the conclusion of all presentations, select a firm for award or withdraw the

RFP.

VI. PROPOSAL RESPONSE OUTLINE

Proposals must be clear, concise, specific and, in an outline, format not exceeding 15 single side pages.

Font size must be an 11- or 12-point font. Paper size not to exceed 8.5 x 11 inches. Pertinent supplemental information should be referenced and provided as attachments but will not be considered part of the

POTENTIAL PROPOSAL EVALUATION CRITERIA

Evaluation Criteria Description Percentage

Firm Experience Qualifications and experience of the firm. Demonstrated expertise and subject matter expertise in the requested Scope of Services

25%

Project Team Experience Qualifications and experience of the Firm’s Project Team, including the Firm’s Project Team’s demonstrated expertise and subject matter expertise in the requested Scope of Services

25%

Functional Approach The Firm’s project team demonstrates the ability to formulate a plan that includes the elements listed in the scope of work.

20%

Technical Approach The quality and clarity of the Firm’s proposal demonstrates the ability to formulate a plan that is concise and easily understood by stakeholders.

17%

Cost Project costs / fee schedule as compared to other firms. 10%

Introduction

Introductory Letter contains all the information requested.

3%

Revised: February 2026 31 proposal. All proposals must be organized and tabbed to comply with the following sections. Tabs will not be counted toward page count as long as they do not contain proposal information.

Tab 1 - LETTER OF TRANSMITTAL. The letter of transmittal should include an introduction of the Project

Team: the name, address, telephone number, and email address of the person to be contacted along with others who are authorized to represent the company in dealing with this RFP.

Tab 2 - EXECUTIVE SUMMARY. Should include an introduction of the Firm and parent company: the name, address, telephone number, email address, nature of firm’s principal business, number of years in business, state and federal licensing certificates and Federal Tax Identification. Provide a brief statement that summarizes the unique qualifications of the Firm in relation to the unique and general requirements of this project. The respondent shall provide evidence of their firm’s capability to apply and commit staff and equipment successfully to the project and to complete the required services in a timely manner.

The respondent shall list all bankruptcy filings within the last ten years, and all current pending litigation involving the firm. Failure to provide full information may result in the proposal being deemed nonresponsive.

Tab 3 - DETAILED DISCUSSION. This section should constitute the major portion of the proposal and must contain:

1. Proposed Project Team Organization and Qualifications: Provide a chart that identifies the roles of each of the Key Individuals involved in each phase of the project. Firm should provide a listing of staff to be assigned to the project and commentary on their existing workload, and a description of the project management processes used to ensure work continues uninterrupted and communication with the city and firm is strong. Respondent shall provide, rather than a standard resume, only relevant experience and qualification of each technical person who will be involved on the project, including:

a. Educational background, academic degrees, professional association.

b. Current job title, responsibilities and type of work performed.

c. Experience on projects similar to that requested in this RFP.

Provide a matrix that indicates past project collaborations carried out by the proposed team.

2. Proposed Project Team Performance on Past Projects: Provide information for similar studies that demonstrate the Firm’s ability to accomplish this project. For each project identified, provide the following information: Owner, Description of Work, and Project Team Members’ involvement.

3. References: Provide a reference for each project listed above who may be contacted for further information regarding the performance of the Firm’s Project Team. The respondent should

Revised: February 2026 32 provide examples of similar projects through access to deliverables such as studies, reports, maps, images, video, etc.

4. Team Roles and Responsibilities: Provide a description of the roles and responsibilities of the

Firm’s Project Team members and how the Team will work together to achieve the objectives of the project. List any applicable sub-consultants.

5. Proposed Project Schedule: Provide a schedule that includes individual phases as applicable. The proposed schedule shall list important dates, times, and locations of meetings and submittals.

6. Proposed Project Approach: Outline the tasks, any special approaches, and the plan for completion. Innovation and alternatives to the scope proposed here are welcome.

7. Information addressing Project Objectives and Scope that have not been addressed.

Tab 4 - COST PROPOSAL. The Firm must submit a cost proposal allowing costs to be evaluated independently of other criteria in the proposal, both in grand total, as well as component pricing for logical subsets of service with any associated discounts listed separately. The cost proposal should include the method of determining compensation for the required services with a not-to-exceed cost estimate. It should also include the estimated cost to complete all of the Firm’s Basic Services.

Tab 5 – BID FORM (Attachment A), Certificate of Insurance AND MISCELLANEOUS additional information and attachments, including company literature and catalogs.

IV. INSURANCE REQUIREMENTS

Should the successful firm be invited to negotiate a contract for the work identified in this RFP, it shall have the capability of maintaining insurance and indemnification as follows to cover any claims incurred or arising as a result of the work. The Contractor / Consultant shall furnish Eagle

Mountain a Certificate of Insurance applying to the contract for each type of insurance required, to be approved by Eagle Mountain City. The Consultant’s insurer must be authorized to do business in Utah and must meet the specified A.M. Best rating or better at the time this contract is executed. The following insurance shall be maintained in force until all activities which are required by the Contract or as changed by contract modification are completed and accepted by Eagle Mountain:

f. General Liability insurance with a limit of not less than $1,000,000 per occurrence and not less than $3,000,000 aggregate and having an A.M. Best rating of A-class VIII or better. If this coverage is written on a claims-made basis, the Certificate of Insurance shall so indicate. Consultant represents that as long as commercially available the insurance shall remain in effect such that claims reported up to three (3) years beyond the date of substantial completion of this contract are covered.

Revised: February 2026 33

g. Commercial Automobile insurance with a minimum combined single limit of $1,000,000 per occurrence OR $500,000 liability per person, $1,000,000 per occurrence, $250,000 Property Damage, and having an A.M. Best rate of A-class VIII or better.

h. Architect and/or Engineers Professional Liability (errors and omissions) insurance having an A.M.

Best rating of A-class VIII or better, is required at the coverage amount of $1,000,000 per claim and $3,000,000 aggregate. If this coverage is written on a claims-made basis, the Certificate of Insurance shall so indicate.