DRAPER CITY CORPORATION

ENGINEERING DIVISION

DRAPER, UTAH 84020

TELEPHONE: (801) 576-6585

FACSIMILE: (801) 576-6388

www.draperutah.gov

AUGUST 17TH, 2026

CONTRACT DOCUMENTS FOR THE

CITY HALL PARKING LOT

EXPANSION PROJECT

CITY HALL PARKING LOT EXPANSION

TABLE OF CONTENTS

SECTION I LEGAL AND PROCEDURAL DOCUMENTS

Invitation to Bid

Bidder Information

a. Bid Submittal

b. Site Examination

c. Required Bonds

d. Contract Award

e. Notification

f. Subcontractors

g. Standard Form Construction Agreement

h. Sources of Information

i. Confidentiality

j. Pre-Bid Conference

k. Question Submission Period

Additional Instructions to Bidders

Bidder Terms and Conditions

Bid Schedule

Measurement and Payment

Questionnaire and Statement of Qualifications

Bid Bond

Payment Bond

Performance Bond

Conditional Notice of Award

Construction Agreement Example

Notice to Proceed

Change Order

Preconstruction Conference Agenda

Full and Final Release

Project Acceptance for Maintenance

Final Project Acceptance

SECTION II SPECIFICATIONS

SECTION GC-A – GENERAL CONDITIONS – CONSTRUCTION PROJECTS

Part 1 – General Terms GC-A – 1 Part 2 – Control of the Work GC-A – 9 Part 3 – Control of Materials GC-A – 16 Part 4 – Legal Relations and Responsibilities to the Public GC-A – 19 Part 5 – Prosecution and Progress GC-A – 23 Part 6 – Measurement and Payment GC-A – 28 Part 7 – Disputes and Appeals GC-A – 29

STANDARD SPECIFICATIONS

DIVISION 1 – GENERAL REQUIREMENTS

Section 01035 – Field Survey Referencing Procedures 01035 – 1 Section 01041 – Project Coordination 01041 – 1 Section 01050 – Construction Surveying and Field Engineering 01050 – 1 Section 12 – Traffic Control 12 – 1 Section 15 – Detour Construction and Facilities 15 – 1 Section 01515 – Watering 01515 – 1 Section 01620 – Storage and Protection 01620 – 1 Section 01705 – Contract Closeout Procedures 01705 – 1 Section 01720 – Project Record Documentation 01720 – 1 Section 01820 – Material Testing 01820 – 1

DIVISION 2

Section 02016 – Protecting and Relocating Utilities 02016 – 1 Section 02020 – Clearing and Grubbing 02020 – 1 Section 02115 – Concrete and Asphalt Pavement Removal 02115 – 1 Section 02121 – Structures and Obstructions Removal 02121 – 1 Section 02214 – Shoring and Bracing Trenches 02214 – 1 Section 02220 – Excavation 02220 – 1 Section 02230 – Granular Materials, Flowable Fill, and Topsoil 02230 – 1 Section 02240 – Backfill, Compaction, and Embankment 02240 – 1 Section 02433 – Non-Pressure Pipe Installation 02433 – 1 Section 02438 – Structures to Finish Grade 02438 – 1 Section 02447 – Monuments 02447 – 1 Section 25 – Tack Coat 25 – 1 Section 02503 – Bituminous Paving Course 02503 – 1 Section 02511 – Asphalt Pavement Crack Sealing 02511 – 1 Section 02513 – Bituminous Concrete Paving Materials 02513 – 1 Section 02577 – Pavement Marking – At Grade 02577 – 1 Section 0264200 – Impressed Current Cathodic Protection 02744S – 1 Section 02740S – Highly Modified Asphalt Mix 02740S – 1 Section 02744D – Stone Matrix Asphalt (SMA) 02744S – 1 Section 02768 – Pavement Marking Materials 02768 – 1 Section 02800 – Irrigation and Planting of Streetscapes & Parks 02800 – 1 Section 02805 – Design Standards 02800 – 1 Section 02810 – Pressurized Irrigation Systems 02810 – 1 Section 02910 – Grading for Landscapes 02910 – 1 Section 02915 – Protection of Trees, Lawns, and Landscapings 02915 – 1 Section 02920 – Seed, Turf Seed, and Turf Sod 02920 – 1 Section 02925 – Topsoil 02925 – 1 Section 02930 – Trees, Shrubs, and Ground Covers 02930 – 1 Section 02935 – Vegetation Establishment Period 02935 – 1 Section 02961 – Rotomilling 02961 – 1

DIVISION 3

Section 03000 – Concrete Work 03000 – 1 Section 03050 – Concrete Curb, Gutter, Sidewalk, and Drive Approaches 03050 – 1 Section 03100 – Concrete Formwork 03100 – 1

Section 0313700 – RipRap or Rock Lining 0313700 Section 03200 – Concrete Reinforcement 03200 – 1 Section 0320113.61 – Slurry Seal 0320113.61 – 1 Section 0320113.65S – Scrub Seal 0320113.65S Section 0320113.69 – Micro-Surface Seal 0320113.69 – 1 Section 0321124S – Pulverized Pavement Base Course 03211124S – 1 Section 0321205 – Bituminous Concrete 0321205 – 1 Section 0321216.13 – Plant-Mix Bituminous Paving 0321216.13 – 1

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

SECTION III PROJECT DRAWINGS

SECTION I

LEGAL AND PROCEDURAL DOCUMENTS

DRAPER CITY CORPORATION

ENGINEERING DIVISION

1020 EAST PIONEER ROAD

DRAPER, UTAH 84020

TELEPHONE: (801) 576-6546

FACSIMILE: (801) 576- 6388

www.draperutah.gov

AUGUST 17TH, 2026

REQUEST FOR BIDS

FOR THE CITY HALL PARKING LOT EXPANSION PROJECT

The scope of this project will be to provide all the labor, materials, tools and equipment necessary to expand the City Hall parking lot and construct fenced dumpster pads as described in the project plans and specifications.

Bid documents and specifications will be posted to the Utah Public Procurement Place (U3P), PURCHASING.UTAH.GOV on or before MONDAY, AUGUST 17TH, 2026 at 4:30PM. A 5% Bid Bond will be required.

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

4:30PM on MONDAY, AUGUST 31ST, 2026. Responses received after this time will not be accepted.

Responses will be opened by Draper City staff and will be promptly posted to the Utah Public

Procurement Place (U3P) website within 24 hours of the above-stated time and date, with only the names of the firms submitting responses and their total bid amounts being presented.

Preliminary bid results will be located within the Q&A section of the said project on U3P.

Questions concerning the scope of work, response submittal, or process should be directed to us electronically through U3P before 4:30PM on THURSDAY, AUGUST 27TH, 2026.

The City is not responsible for expenses incurred prior to award by the City Council. Draper City reserves the right to reject any and all responses and to waive any irregularities, informalities, or technicalities deemed in the best interest of the City.

We look forward to receiving your response.

Respectfully, Dillon Bliler, Project Manager

Bidder Information

A.BID SUBMITTAL

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

✓ Submission Deadline: 4:30 on MONDAY, AUGUST 31ST, 2026

✓ Bids received after the deadline will not be considered.

✓ Bids will be opened electronically and the names of the bidders responding to the Request for Bids will be available online immediately thereafter. Bids and Bid

Bonds will then be checked by the Engineer.

B. SITE EXAMINATION

Bidders should carefully examine the drawings and specifications including addenda prior to the formal bid opening. Bidders should also visit the site of the work to become fully informed of all existing conditions and limitations. Any interpretation of the proposed documents will only be made by addenda duly issued and a copy of such addenda will be made available prior to bid opening to each plan holder.

C. REQUIRED BONDS

Bids must be accompanied by the photocopy of a bid bond payable to Draper City

(OWNER) for five percent of the total amount of the bid. An original copy of the bid bond will be requested from the lowest responsible bidder (as totaled by Schedule A).

When the contract is executed, and the OWNER receives the performance, payment, and all other required bonds, the bid bond of the successful bidder will be returned. A certified check made payable to OWNER may be used in place of the bid bond.

A performance and payment bond, each in the amount of 100 percent of the contract price, with a corporate surety approved by the owner, will be required to ensure faithful performance of the contract. The duration of the performance and payment bond shall be one year after the anticipated completion date of the project.

Attorneys-in-fact whom sign the bid bond and performance and payment bond must file with each bond a certified and effective dated copy of their power of attorney signed with original signatures or facsimile.

The party to whom the contract is awarded will be required to provide the performance, payment and all other required bonds (including certificates of insurance), within ten calendar days from the date when Notice of Award is delivered to the bidder.

The party to who the contract is awarded will be required to execute the agreement within ten calendar days from the date when the Construction Agreement is delivered to the bidder. If bidder fails to execute the contract, the owner may consider the bidder in default, in which case the bid bond accompanying the bid shall become property of the owner.

D. CONTRACT AWARD

It is the intent of Draper City to award the contract based upon the lowest (as totaled by Schedule A) and most responsible bidder provided that the bid has been submitted in accordance with the requirements stated in the solicitation documents.

The experience and responsibility of the contractor will ultimately be a determining factor in the contract award. Furthermore, a contractor's previous experience with the city, including but not limited to contract change orders, failure to meet deadlines, relationships with the public, workmanship and materials, and/or claims or legal issues, will also be included in the consideration of the lowest bid (as totaled by Schedule A) when awarding the contract.

E. NOTIFICATION

After formal award of the project, verification of the bonds, and execution of the agreement, the contractor will then receive the Notice to Proceed, which will establish the date that work will begin under the contract. The work on this Project shall commence within 10 days of receipt of the Notice to Proceed. The work shall be completed within a maximum of 45 calendar days of Notice to Proceed. All work stoppages due to inclement weather conditions and other factors must be verified by the Project Manager. Work stoppages due to equipment failure will not be the responsibility of Draper City. Failure to comply with the project schedule will result in liquidated damages as specified in the agreement.

F. SUBCONTRACTORS

The bid submittal shall include a list of subcontractors to be used on the project. This list shall be binding upon the contractor, however, Draper City has the right to reject any or all subcontractors listed which the City feels is unqualified to do the work.

G. STANDARD FORM CONSTRUCTION AGREEMENT

An example form of the standard construction agreement to be executed has been attached to these bid documents. The agreement is only an example for informational purposes and is subject to change based on the circumstances of this particular project.

H. SOURCES OF INFORMATION

For information concerning Request for Bid procedures and regulations (i.e., submission deadline, forms required, etc.), or Americans with Disabilities (ADA) accommodations, interested parties may contact Dillon Bliler: 801-576-6336; email:

Dillon.bliler@draperutah.gov.

I. CONFIDENTIALITY

All responses, inquiries, and correspondence relating to this Request for Bids and all reports, charts, displays, schedules, exhibits, and other documentation produced by the bidder that is submitted to Draper City, as part of the bid or otherwise, shall become the property of Draper City when received by Draper City and may be considered public information under applicable law. Draper City is subject to the disclosure requirements of the Government Records Access and Management Act, (“GRAMA”)Title 63, Chapter

2, Utah Code Annotated. Draper City generally considers bids and all accompanying material to be public and subject to disclosure. Any material considered by the bidder to be proprietary must be accompanied by a written claim of confidentiality and a concise written statement of reasons supporting the claim as required by GRAMA §§63-

2-304 and 308. Blanket claims that the entire Request for Bids is confidential will be denied. Draper City cannot guarantee that any information will be held confidential. If the bidder makes a claim of confidentiality, Draper City, upon receipt of a request for disclosure, will determine whether the material should be classified as public or protected, and will notify the bidder of such determination.

The bidder is entitled under the GRAMA to appeal an adverse determination.

Draper City is not obligated to notify the bidder of a request, and will not consider a claim of confidentiality, unless the bidder’s claim of confidentiality is made in a timely basis and in accordance with the GRAMA.

REPRESENTATION REGARDING ETHICAL STANDARDS FOR DRAPER CITY OFFICERS

AND EMPLOYEES AND FORMER DRAPER CITY OFFICERS AND EMPLOYEES

The bidder certifies that it has not: (1) provided an illegal gift or payoff to a Draper City officer or employee or former Draper City officer or employee, or his or her relative or business entity; (2) retained any person to solicit or secure this contract upon an agreement or understanding for a commission, percentage, brokerage or contingent fee, other than bona fide employees or bona fide commercial selling agencies for the purpose of securing business; or (3) knowingly influenced, and hereby promises that it will not knowingly influence, any Draper City officer or employee or former Draper City officer or employee to breach any ethical standards set forth in Draper City’s conflict of interest policy or any of the provisions of Utah code title 67 Chapter 16.

J. Pre-Bid Conference A pre-bid conference has not been scheduled for this project.

K. Question Submission Period

All questions regarding this project must be submitted electronically through U3P on or before 4:30PM on THURSDAY, AUGUST 27TH, 2026.

Draper City reserves the right to reject any or all bids and to waive minor technicalities and irregularities in bids received, and/or to accept any portion of the offer if deemed in the best interest of Draper City. Failure of bidder to provide, in its bid, any information requested in the Request for Bids may result in rejection for non-responsiveness.

ADDITIONAL INSTRUCTIONS TO BIDDERS

1. Interpretation of Specifications. If the intent or meaning of the technical specifications is unclear or requires further clarification and/or additional information please submit a written request for information by fax or email.

Specifications have been updated from the previous published version.

2. Public Works Option. Should the total project pricing including the optional bid schedule exceed the project budget, Draper City Public

Works will be completing the items included in the optional bid schedule.

The city reserves the right to make this determination on a line-by-line basis.

3. Award based on Schedule A. The lowest, qualified bidder will be determined based on the total for Schedule A. As mentioned in #2 above, the city may elect, based on costs and budget to award one or multiple of the optional bid items.

4. Quality Assurance - Material Testing. In Section 01820, “Material Testing”, Part 1.03 B, of the Standard Specifications, the City chooses to perform the

“Acceptance Testing” at the City’s expense. All remaining applicable specifications in Section 01820 “Material Testing” will be the Contractor’s responsibility.

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

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

September 14th, 2026. If the contractor isn’t available by that time, we will allow work to be done in the Spring, starting in the timeframe between

March 29th and April 30th, 2027. Work may not be split between Fall 2026 and Spring 2027. Liquidated Damages for late completion are $2,000 per day.

7. Pavement Striping and Marking. All striping and pavement marking identified on the plans and as directed by the Engineer shall be applied twice at the application rates called out in Section 02577, “Pavement

Marking – At Grade”, Part 3.02 D of the Standard Specifications.

Contractor is responsible for staking for the striping.

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

Engineering, one time, at the City’s expense. After the one-time staking is performed, any additional staking requested will be paid for by the

Contractor. The Engineer will coordinate with the contractor to order the one time construction staking as it becomes necessary.

BIDDER TERMS AND CONDITIONS

1. The undersigned Bidder proposes and agrees, if this bid is accepted, to enter into an Agreement with Owner in the form included in the Contract

Documents to complete all Work as specified or indicated in the Contract

Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the Contract Documents.

2. Bidder accepts all of the terms and conditions of the Bidder Information.

Bidder accepts responsibility for all control, testing and acceptance of materials as per Draper City Specifications

Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work on time.

3. The terms used in this Bid which are defined in the provisions of the

Construction Agreement or General Conditions included as part of the

Contract Documents have the meanings assigned to them in the

Construction Agreement or General Conditions.

Include in lump sum or unit price all labor, materials, tools, equipment, and required testing for the work described in the plans and specifications. Bids shall include sales tax and all other applicable taxes and fees. All work shall conform to the Draper City Standard Specifications and Details for Municipal

Construction, latest edition

BID SCHEDULE

The Bid Schedule contains the schedule of prices that will be incorporated into the Agreement by reference. BIDDER agrees to perform all the work described in the CONTRACT DOCUMENTS for the indicated unit prices or lump sum prices. Measurement shall be made in the units or lump sums shown on the bid schedule.

Bid Item

Description Quantity Unit Unit Cost Item Total

Schedule A

1 Stormwater Pollution Prevention (SWPP) 1.0 LS

Soft Spot Repair - Remove and Replace Untreated Base Course (Including WSF 315 Geotextile) 14.0 CY

3 Untreated Base Course 360.0 CY

4 Hot Mix Asphalt – PG 58/28 362.0 TON

5 Concrete Dumpster Pad 1,251.0 SF

6 Curb and Gutter – Outfall (Reverse) 180.0 LF

7 Curb and Gutter – Catch (Normal) 185.0 LF

Beef Hollow Rock Mulch (5" Deep) with Landscape Fabric 343.0 SF

9 Chainlink Fence with white privacy slats 156.0 LF

10 Chainlink Fence Gates - Small 10.5' 2.0 EA

11 Chainlink Fence Gates - Large 21' 1.0 EA

12 Concrete Bollards 4.0 EA

13 Pavement Striping and Marking 1.0 LS

14 Note 7 – Grading Gravel 402.0 SF

TOTAL

Bid Item

Description Quantity Unit Unit Cost Item Total

Schedule B - Optional Bid Items

1 Clearing and Grubbing 1.0 LS

2 Saw-Cut and Remove Asphalt 1,085.0 SF

3 Remove Sidewalk 372.0 SF

4 Remove Curb and Gutter 64.0 LF

5 Remove Concrete Flatwork 385.0 SF

6 Remove Existing Fences and Gates 1.0 LS

7 3'x3' Storm Drain Cleanout Box 2.0 EA

18" Perforated HDPE SD Pipe with Drain Gravel and Filter Fabric 60.0 LF

Tie-in to Existing Grade - Roto-Mill Tailings 1.0 LS

10 Concrete Sidewalk 737.0 SF

11 Excavation / Site Grading 185.0 CY

Schedule B Total

Grand Total

ENTER PRICES FOR EACH LINE ITEM AS INSTRUCTED ON U3P. DO NOT SUBMIT THIS

BID SCHEDULE.

MEASUREMENT AND PAYMENT

A. Measurement and calculation of quantities for payment to be as indicated in this section.

B. Unit prices or lump sum amounts to include full compensation for furnishing all labor, materials, products, tools, equipment, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit, and doing all work shown on the

Drawings, defined in the Specifications, and/or stipulated herein.

C. Payment covers the cost of incidental work which includes: progress schedule; QC program; mobilization; temporary facilities; erosion control measure during construction; construction surveying; materials testing; saw cutting, removal and disposal of existing trench pavement;

unclassified excavation; pot hole excavations; trench excavations;

trench shoring or trench boxes as applicable; removal and disposal of waste materials; trench dewatering; miscellaneous dewatering; pipe zone material; select import fill material (where needed); compaction of trench backfill materials; compaction density testing; construction water; dust control; traffic control; managing storm water runoff during construction; removing and replacing fencing impacted by construction; constructing needed temporary access to construction areas; monument restoration; road base restoration; repairing existing utilities damaged upon construction; protecting cast-in-place concrete from extreme weather; replacing top soil on trench area in unimproved areas; repairing existing clay curtain if disturbed during construction;

removal and replacement of landscape materials irrigation systems equal to or better than existing if damaged by the CONTRACTOR’S operations and all other damages to existing improvements resulting from the completion of the specified Contract Work; supporting existing utilities extending through trench section; coordinating utility relocations to be performed by others; demobilization; site cleanup; and all other necessary work, to install the Work complete in place.

D. BID ITEM DESCRIPTIONS

SCHEDULE A

1. Storm Water Pollution Prevention (SWPP)

A. Specification Reference: Draper City Storm Water

Management Plan

B. Method of Measurement / Basis for Payment:

a. The contract lump sum price paid for storm water pollution prevention plan shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in developing and implementing the SWPPP as specified herein and as directed by the Engineer.

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

Percent of Original

Contract Amount Earned

Percent of Amount Bid to be Paid

33 33

66 33

100 34

C. Payment Includes:

a. Storm Water Pollution Prevention Plan shall consist of work and operations, including but not limited to, all work involved in developing and implementing a storm water pollution prevention plan (SWPPP)

b. The implementation of construction site best management practices (BMP’s) for sediment control, tracking control, non-storm water management, waste management, and materials pollution control and all other methods used to control water pollution effectively during construction as identified in the

SWPPP.

c. The SWPPP shall include temporary concrete washout, inlet protection, and any BMP’s the Contractor deems necessary above and beyond those items cited in this description.

D. Additional Notes / Requirements:

a. Within five (5) calendar days of the Conditional Notice of Award, the Contractor shall provide the Engineer with the proposed SWPPP and proof of the Notice of Intent

(NOI) filed with the State of Utah.

i. The Engineer will have two (2) working days to review the SWPPP and return it with an approval or denial. If denied, the Contractor will then have one (1) calendar day to re-submit the SWPPP.

ii. If necessary, after the allotted time set forth herein, each re-submittal and review will be allotted one calendar day until a written approval is provided by the Engineer.

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

(Including WSF 315 Geotextile)

A. Specification Reference:

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

Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

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

C. Payment Includes:

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

Replace Untreated Base Course shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in excavating, hauling, and disposing of existing roadbase, preparing subgrade, hauling, installing WSF 315 woven geotextile (or approved equivalent), and installing new untreated base course, complete in place, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

D. Additional Notes / Requirements:

a. Soft spot repairs shall go to a depth of 18”. Actual depths will vary depending on site conditions.

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

3. Untreated Base Course

A. Specification Reference:

a. Untreated base course (UTBC) shall be UDOT 2721 and conform to the provisions in Section 02230, “Granular

Materials, Flowable Fill, and Topsoil”, and Section 02240, “Backfill, Compaction, and Embankment”, of the

Standard Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

a. Quantities of untreated base course to be paid for by the cubic yard will be calculated on the basis of the dimensions shown on the plans adjusted by the amount of any change ordered by the Engineer.

a. The contract price paid per cubic yard for untreated base course shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in hauling and constructing untreated base course, complete in place, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

D. Additional Notes / Requirements:

a. No allowances will be made for untreated base course placed outside those dimensions unless otherwise ordered by the Engineer.

b. This item is intended for the asphalt area. All other necessary roadbase is to be included in the unit prices for those other items (e.g. soft spots, curb and gutter, sidewalk, concrete dumpster pad).

c. This includes any necessary finish grading on the sub-grade in preparation for placement of roadbase.

4. Hot Mix Asphalt – PG 58/28

a. Hot Mix Asphalt shall conform to the provisions in

Section 02503, “Bituminous Paving Course”, and Section

02513, “Bituminous Concrete Paving Materials”, of the

Standard Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

a. Quantities of Hot Mix Asphalt will be measured by weight tickets in tons of Hot Mix Asphalt actually placed as shown on the plans and as directed by the Engineer.

C. Payment Includes:

a. The contract price paid per ton for Hot Mix Asphalt shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in hauling and constructing hot mix asphalt, complete in place, as specified in the

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

D. Additional Notes / Requirements:

Special Provisions

Mix Design: Superpave

Binder Grade: PG 58-28

Gradation: SP-3/8”

Compaction Level: 50Nd

RAP Content: 15% Max.

5. Concrete Dumpster Pad

a. Shall conform to the following provisions in the Standard

Specifications and these special provisions:

i. Section 03000, “Concrete Work”

ii. Section 03050, “Concrete Curb, Gutter, Sidewalk, and Drive Approaches”

B. Method of Measurement / Basis for Payment:

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

C. Payment Includes:

a. The contract price paid per square foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing the concrete dumpster pads, including placing and compacting a minimum of six (8) inches of untreated base material below as shown on the plans, and 6” thick concrete, as specified in the

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

D. Additional Notes / Requirements:

6. Concrete Curb and Gutter – Outfall (Reverse)

a. Shall conform to the provisions in Section 02115, “Concrete and Asphalt Pavement Removal”, and

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

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

B. Method of Measurement / Basis for Payment:

a. Quantities of concrete curb and gutter – outfall

(reverse) to be paid for will be determined by the linear foot measured along the centerline of the curb and gutter.

C. Payment Includes:

a. The contract price paid per linear foot of concrete curb and gutter shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in placing outfall curb and gutter, including excavation and backfill, import and placement of untreated base course (UTBC) as shown on the plans, as specified in the

Standard Specifications and these special provisions,

7. Concrete Curb and Gutter – Catch (Normal)

a. Shall conform to the provisions in Section 02115, “Concrete and Asphalt Pavement Removal”, and

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

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

B. Method of Measurement / Basis for Payment:

a. Quantities of concrete curb and gutter – catch

(normal) to be paid for will be determined by the linear foot measured along the centerline of the curb and gutter.

C. Payment Includes:

a. The contract price paid per linear foot of catch concrete curb and gutter shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in placing curb and gutter, including excavation and backfill, import and placement of untreated base course (UTBC) as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

8. Beef Hollow Landscape Rock Mulch (5” Deep) with Landscape

Fabric

A. Specification Reference:

a. Beef Hollow Rock Mulch shall conform to the Standard

Specifications and these special provisions.

b. Park Strip Weed Fabric shall be “Dewitt Pro 5” or approved equivalent and shall conform to the provisions in the manufacturer specifications, the

Standard Specifications, and these special provisions.

B. Method of Measurement / Basis for Payment:

a. Quantities of Beef Hollow Rock Mulch to be paid for will be measured by the square foot of Park Strip Rock

Mulch actually placed as shown on the plans and as directed by the Engineer.

a. The contract price paid per square foot of Beef Hollow

Rock Mulch shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in placing Beef

Hollow Rock Mulch as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

b. Includes costs associated with preliminary installation of the weed barrier fabric.

D. Additional Notes / Requirements:

a. Beef Hollow Rock Mulch shall be from The Staker Beef

Hollow Pit or approved equal with 2” to 5” diameter.

9. Chainlink Fence with White Privacy Slats

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

B. Method of Measurement / Basis for Payment:

a. Quantities of this item will be determined by the linear foot of chainlink fence with white privacy slats installed, measured from end to end (post to post) of installed fence, as directed by the Engineer.

C. Payment Includes:

a. The contract price paid per linear foot for this item shall include full compensation for furnishing all mobilization, labor, materials, tools, equipment, incidentals, and for doing all the work involved for this item per the plan set and Draper City specifications. This includes procurement, post hole digging, concrete for pole installation, chainlink fence, white privacy flats as needed and specified in the construction drawings, Standard Specifications and these special provisions,

10. Chainlink Fence Gate – Small – 10.5’

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

a. Quantities of this item will be determined per each chainlink fence gate – small – 10.5’ installed, as directed by the Engineer.

C. Payment Includes:

a. The contract price paid per each of this item shall include full compensation for furnishing all mobilization, labor, materials, tools, equipment, incidentals, and for doing all the work involved for this item per the plan set and Draper City specifications. This includes procurement, post hole digging, concrete for pole installation, gate, white privacy flats as needed and specified in the construction drawings, Standard

Specifications and these special provisions, and as

11. Chainlink Fence Gate – Large – 21’

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

B. Method of Measurement / Basis for Payment:

a. Quantities of this item will be determined per each chainlink fence gate – large – 21’ installed, as directed by the Engineer.

C. Payment Includes:

a. The contract price paid per each of this item shall include full compensation for furnishing all mobilization, labor, materials, tools, equipment, incidentals, and for doing all the work involved for this item per the plan set and Draper City specifications. This includes procurement, post hole digging, concrete for pole installation, gate, white privacy flats as needed and specified in the construction drawings, Standard

Specifications and these special provisions, and as

12. Concrete Bollards

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

a. Quantities of this item will be determined per each concrete bollard installed, as directed by the Engineer.

C. Payment Includes:

a. The contract price paid per each of this item shall include full compensation for furnishing all mobilization, labor, materials, tools, equipment, incidentals, and for doing all the work involved for this item per the plan set and Draper City specifications. This includes procurement, post hole digging, concrete for bollard installation, gate, white privacy flats as needed and specified in the construction drawings, Standard

Specifications and these special provisions, and as

13. Pavement Striping and Marking

a. Pavement striping and marking work shall conform to the provisions in Section 02577, “Pavement Markings”, of the Standard Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

a. Measurement by Lump Sum

C. Payment Includes:

a. The contract lump sum price paid for pavement striping and marking shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved with pavement striping and marking, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

D. Additional Notes / Requirements:

a. Pavement Striping and Marking paint shall be applied in two coats at the rates specified in Section 02577.

Contractor to provide survey for striping replacement, as necessary.

14. Note 7 – Grading Gravel

a. Shall be untreated base course (UTBC), UDOT 2721 and conform to the provisions in Section 02230, “Granular

Materials, Flowable Fill, and Topsoil”, and Section 02240, “Backfill, Compaction, and Embankment”, of the

Standard Specifications and these special provisions.

a. Quantities of “Note 7 – Grading Gravel” to be paid for by the square foot of area used to daylight to existing grade, regardless of depth. Will be calculated on the basis of the dimensions shown on the plans adjusted by the amount of any change ordered by the Engineer or as adjusted as necessary on site.

C. Payment Includes:

a. The contract price paid per square foot for this item shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in hauling and constructing untreated base course, complete in place, and compaction, as shown on the plans, as specified in the

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

a. This item is specific to Note 7 on Sheet CP-1.

SCHEDULE B – OPTIONAL BID ITEMS

1. Clearing and Grubbing

a. Clearing and Grubbing shall conform to the provisions in Section 02220, “Excavation,” and Section 02020, “Clearing and Grubbing,” of the Standard

Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

a. Lump Sum

C. Payment Includes:

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

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

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

D. Additional Notes / Requirements:

a. The city is currently planning on this item being completed by the Draper City Public Works

Department. Should the city elect (and have budget), they may offer this item to the contractor to complete.

2. Saw-Cut and Remove Asphalt

a. Saw-cut and remove asphalt shall conform to the provisions in Section 02115, “Concrete and Asphalt

Pavement Removal”, and Section 02220, “Excavation”, of the Standard Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

a. Quantities of this item to be paid for will be measured by the square foot of asphalt removed.

C. Payment Includes:

a. The contract price paid per square foot of saw-cut and remove asphalt shall include saw cutting, excavating, hauling, and legal disposal. The above price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing the work for this item completely as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

D. Additional Notes / Requirements:

a. The city is currently planning on this item being completed by the Draper City Public Works

3. Remove Sidewalk

a. Remove sidewalk shall conform to the provisions in

Section 02115, “Concrete and Asphalt Pavement

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

Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

a. Quantities of remove sidewalk to be paid for will be determined by the square foot of sidewalk removed.

C. Payment Includes:

a. The contract price paid per square foot of remove sidewalk shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in removing sidewalk, including saw-cutting, excavation and backfill, and legal disposal, as shown on the plans, and as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

D. Additional Notes / Requirements:

a. The city is currently planning on this item being completed by the Draper City Public Works

4. Remove Curb and Gutter

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

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

Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

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

C. Payment Includes:

a. The contract price paid per linear foot of remove curb and gutter shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in removing curb and gutter, including saw-cutting, excavation and backfill, and legal disposal, as shown on the plans, and as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

D. Additional Notes / Requirements:

a. The city is currently planning on this item being completed by the Draper City Public Works

5. Remove Concrete Flatwork

a. Remove concrete flatwork shall conform to the provisions in Section 02115, “Concrete and Asphalt

Pavement Removal”, and Section 03050, “Concrete

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

Standard Specifications and these special provisions.

a. Quantities of remove concrete flatwork to be paid for will be determined by the square foot of existing concrete dumpster pad removed.

C. Payment Includes:

a. The contract price paid per square foot of remove concrete flatwork shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in removing the concrete flatwork for the existing dumpster pad, including saw-cutting, excavation and backfill, and legal disposal, as shown on the plans, and as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

D. Additional Notes / Requirements:

a. The city is currently planning on this item being completed by the Draper City Public Works

6. Remove Existing Fences and Gates

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

B. Method of Measurement / Basis for Payment:

a. Lump Sum

C. Payment Includes:

a. This item shall include removal of the existing fences, gates, and associated appurtenances around the existing dumpster pad.

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

D. Additional Notes / Requirements:

a. The city is currently planning on this item being completed by the Draper City Public Works

7. 3’x3’ Storm Drain Cleanout Box

a. 3’x3’ cleanout box shall conform to the provisions in

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

B. Method of Measurement / Basis for Payment:

a. Quantities of 3’x3’ cleanout box will be determined by actual field count per each constructed as shown in the plans.

C. Payment Includes:

a. The contract price paid per each for 3’x3’ cleanout box shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in constructing, including structure excavation and structure backfill, any formwork, furnishing and installing all reinforcing steel, frames and grates, connecting new pipe to new or existing facilities, including concrete collars and reinforcement, and removal and legal disposal of excess excavated material not fit for backfill as shown on the plans as specified in the Standard Specifications and these special provisions, and as directed by the

Engineer.

D. Additional Notes / Requirements:

a. The city is currently planning on this item being completed by the Draper City Public Works

8. 18-Inch Perforated HDPE SD Pipe with Drain Gravel and Filter Fabric

a. 18-inch perforated HDPE (ADS) storm drain pipe with drain gravel an filter fabric shall conform to the provisions in Section 02433, “Non-Pressure Pipe

Installation”, of the Standard Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

a. Quantities will be determined by the linear foot of pipe installed, measured from end to end of pipe, to the limits shown on the plans and as directed by the Engineer.

C. Payment Includes:

a. The contract price paid per linear foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing perforated pipe, drain, and filter fabric, complete in place, including structure excavation and structure backfill, removal and legal disposal of material not fit for backfill, connecting new pipe to new or existing facilities, including core cutting concrete drainage structures, as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

D. Additional Notes / Requirements:

a. The city is currently planning on this item being completed by the Draper City Public Works

9. Tie-In to Existing Grade – Roto-Mill Tailings

a. Shall conform to the provisions in Section 02230, “Granular Materials, Flowable Fill, and Topsoil”, and

Section 02240, “Backfill, Compaction, and

Embankment”, of the Standard Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

a. This item is to be compensated on a lump-sum basis.

C. Payment Includes:

a. The lump sum price for this item shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in hauling, placing, and compacting asphalt roto-mill tailings, as shown on the plans to daylight to the existing grade at the slopes indicated on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

D. Additional Notes / Requirements:

a. Embankment Fill shall be asphalt roto-mill tailings material.

b. The city is currently planning on this item being completed by the Draper City Public Works

10. Concrete Sidewalk

a. Concrete sidewalk shall conform to the provisions in

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

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

B. Method of Measurement / Basis for Payment:

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

C. Payment Includes:

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

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

D. Additional Notes / Requirements:

a. The city is currently planning on this item being completed by the Draper City Public Works

11. Excavation / Site Grading

a. Shall conform to the provisions in Section 02220, “Excavation”, and Section 02240, “Backfill, Compaction, and Embankment”, of the Standard Specifications and these special provisions.

B. Method of Measurement / Basis for Payment:

a. Calculated based on cubic yards excavated, hauled-off and legally disposed of.

b. Quantities of Excavation / Site Grading will be computed by means of average areas and distances between these areas. If it is impossible or impractical to measure quantities of roadway excavation by means of average areas, the Engineer will compute the quantities of material excavated by a method which in the

Engineer’s opinion is best suited to obtain an accurate determination.

C. Payment Includes:

a. Unit price shall include excavating, sloping, rounding tops and ends of excavations, hauling, depositing, hauling-off and legally disposing net cut material, spreading and compacting the material complete in place, and preparing subgrade to a grading plane not more than one-half (0.5) inch above the line and grade established by the Engineer.

b. The above price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing roadway excavation work completely as shown on the plans, as specified in the

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

D. Additional Notes / Requirements:

a. The city is currently planning on this item being completed by the Draper City Public Works

QUESTIONNAIRE AND STATEMENT OF QUALIFICATIONS

1. General Company Information:

Company Name:

Type of Corporation:

Company Owner or CEO:

Main Business Contact:

Main Business Contact’s Email Address:

Business Address:

Business Phone Numbers (general & FAX lines):

Number of Years in the General Construction Business:

2. Contractor License Information:

Utah Number:

Date of Issue:

License Holder:

Type of License:

$ State and explain any disciplinary actions taken by the State of Utah to revoke or suspend the above license or attempts to investigate the license holder for business or construction related reasons (include on a separate and attached sheet of paper).

3. Company Similar Project Work Experience: List a minimum of three projects constructed by your company within the last 10 years with an equal or larger scope of work as compared with the Project described herein.