DRAPER CITY CORPORATION

ENGINEERING DIVISION

DRAPER, UTAH 84020

TELEPHONE: (801) 576-6585

FACSIMILE: (801) 576-6388

www.draperutah.gov October 28, 2026

CONTRACT DOCUMENTS FOR THE

2026 STORM DRAIN REPAIR

PROJECT

http://www.draperutah.gov/

2026 STORM DRAIN REPAIR PROJECT

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

Proposal Response Cover Sheet Additional Instructions to Bidders Proposal Sheet 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 Partial Payment Request Example Preconstruction Conference Agenda Financial Disclosure to City Council 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 12 – Traffic Control 12 – 1 Section 01035 – Field Survey Referencing Procedures 01035 – 1 Section 01041 – Project Coordination 01041 – 1 Section 01050 – Construction Surveying and Field Engineering 01050 – 1 Section 01515 – Watering 01515 – 1 Section 15 – Detour Construction and Facilities 15 – 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 – SITE WORK

Section 02016 – Protecting and Relocating Utilities 02016 – 1

Section 02115 – Concrete and Asphalt Pavement Removal 02115 – 1 Section 02121 – Structures and Obstructions Removal 02121 – 1 Section 02230 – Granular Materials, Flowable Fill, and Topsoil 02230 – 1 Section 02240 – Backfill, Compaction, and Embankment 02240 – 1 Section 02438 – Structures to Finish Grade 02438 – 1

Section 02503 – Bituminous Paving Course 02503 – 1 Section 25 – Tack Coat 25 – 1 Section 02513 – Bituminous Concrete Paving Materials 02513 – 1 Section 02577 – Pavement Marking – At Grade 02577 – 1

Section 02961 – Rotomilling 02961 – 1

DIVISION 3 – CONCRETE

Section 03000 – Concrete Work 03000 – 1

Section 03050 – Concrete Curb, Gutter, Sidewalk, and Drive Approaches 03050 – 1

Section 03100 – Concrete Formwork 03100 – 1 Section 03250 – Concrete Curing Compound and Joint Fillers 03250 – 1

Section 03300 – Cast-in-Place Concrete 03300 – 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 October 28, 2026

REQUEST FOR BIDS

FOR THE 2026 STORM DRAIN REPAIR PROJECT

The scope of this project will be to provide all the labor, materials, tools and equipment necessary to remove, replace and/or repair storm drain pipe, inlet boxes, frames, grates, collars, and asphalt improvements at various locations throughout Draper City 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 Thursday, October 29, 2026 at 5:00 PM. A 5% Bid Bond will be required.

The Engineering Division will receive electronic responses on PURCHASING.UTAH.GOV until 2:00 PM on Monday, November 9, 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 4:00 PM on Thursday, November 5th, 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, Eric Lundell, Project Manager

Bidder Information

A.BID SUBMITTAL

Submit the bid through UTAH PUBLIC PROCUREMENT PLACE (U3P)

Submission Deadline: 2:00 PM on Monday, November 9th, 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 that has filled out and submitted the Response Cover Sheet.

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. 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 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 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 60 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 Todd Hammond: 801-576-6336;

email: todd.hammond@draper.ut.us

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 4:00 PM on Thursday, November 5th, 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. 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.

3. Traffic Control Specification. Section 12 – Traffic Control included in these

Contract Documents replaces Section 01554 “Traffic Control” of the Draper City Standard Specifications.

4. Project Dates and Liquidated Damages. Work is to begin no later than November 23rd, 2026. Liquidated Damages for late completion are $2,000 per day. Contractor need to begin work at the three locations up in Suncrest. The start date is intended to try and beat snow up in the Suncrest Area. Contractor shall fix Storm Drain in the following order.

a. Suncrest Drive (Sheets 10-11)

b. Traverse Ridge Road (Sheets 8-9)

c. Camden Park Lane (Sheets 2-3)

d. Rocky Mouth Lane (Sheets 6-7)

e. Ranch Circle (Sheets 4-5)

Items c. and d. may be switched if waiting for precast box.

5. Measurement and Payments. It should be noted that locations Camden Park Lane and Ranch Circle pave been parceled out as separate bid items for sidewalk, curb, gutter, asphalt, etc. For Suncrest Drive, Traverse Ridge Road, and Rocky Mouth Lane these location will be paid as lump sums for all work required to repair at these locations, including but not limited to Curb, gutter, sidewalk, stamped concrete, etc.

6. Bituminous Concrete Specs. Section 02513 – Bituminous Concrete Paving

Materials and Section 02513 included in these Contract Documents have several corrections and updates. Contractor should assume placement of concrete will need to follow cold weather requirement.

7. Construction Staking. There will be no construction staking.

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 Traffic Control 1.00 LS $0.00

2 SWPPP 1.00 LS $0.00

3 Curb and Gutter Removal 85.00 LF $0.00

4 Asphalt Removal 405.00 SF $0.00

5 Pipe Removal (All Pipe Size and Types) 67.00 Ea $0.00

6 Replace Inlet Grate and Frame (Camden) 1.00 Ea $0.00

7 Remove Concrete Drainage Structure 1.00 Ea $0.00

8 Concrete Flatwork Removal 74.00 SF $0.00

9 Concrete Curb & Gutter 85.00 LF $0.00

10 Concrete Sidewalk 74.00 SF $0.00

11 Combo Box (3x6) 1.00 Ea $0.00

12 Combo Box (5x10) 1.00 Ea $0.00

Modify Existing Inlet Box (Fill w/ Gravel and Cap with Concrete to FL) 1.00 LS

$0.00

14 15" Dual Wall Pipe (Watertight) 45.00 LF $0.00

15 15" Dual Wall Bend (Watertight) 1.00 Ea $0.00

16 24" RCP 11.00 LF $0.00

17 HMA Surface Course (PG 58-28) 11.00 TN $0.00

18 Manhole to Finished Grade 2.00 Ea $0.00

19 Landscape Removal/Restoration 1.00 LS $0.00

20 Repair SD Inlet (Traverse Ridge RD) 1.00 LS $0.00

21 Repair SD Inlet (Suncrest Dr) 1.00 LS $0.00

22 Repair SD Inlet (Rockymouth LN) 1.00 LS $0.00

Schedule A Total $0.00

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

1. Traffic Control System Traffic control system shall conform to the provisions in Section 12, “Traffic Control,” of these contract documents, and Section 01575, “Detour Construction and Facilities,” of the Standard Specifications.

Traffic Control System shall consist of work and operations, including but not limited to, all work involved in developing and implementing a Traffic Control Plan.

Within ten (10) calendar days of the Conditional Notice of Award, the Contractor shall provide the Engineer with the proposed Traffic Control Plan. The Engineer will have two (2) working days to review the Traffic Control Plan and return it with an approval or denial. If denied, the Contractor will then have one (1) calendar day to re-submit the Traffic Control plan. 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.

The contract lump sum price paid for traffic control system shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in traffic control system as specified in the Standard Specifications and as directed by the Engineer.

2. Storm Water Pollution Prevention Plan (SWPPP) 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), as well as 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. 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.

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. 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. 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.

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.

3. Curb and Gutter Removal Curb and Gutter Removal 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.

Quantities of Curb and Gutter Removal to be paid for will be measured by the linear foot of curb and gutter removed. The contract price paid per linear foot of Curb and Gutter Removal shall include 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 Curb and Gutter Removal work completely as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

4. Roadway Asphalt Removal Roadway Asphalt Removal 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.

Quantities of Roadway Asphalt Removal to be paid for will be measured by the square foot of Roadway Asphalt removed. The contract price paid per square foot of Roadway Asphalt Removal shall include 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 Roadway Asphalt Removal work completely as shown on the plans, as specified in the Standard

5. Remove Drainage Pipe (All Pipe Size and Types) Remove Drainage Pipe work shall conform to the provisions in Section 02121, “Structures and Obstructions Removal”, of the Standard Specifications and these special provisions.

Quantities of Remove Drainage Pipe to be paid for will be determined by the linear foot of drainage pipe removed. The contract price paid per linear foot for Remove Drainage Pipe shall equipment, and incidentals, and for doing all the work involved in removing drainage pipe, including excavation and backfill, and legal disposal, as shown on the plans, as specified in the Standard

6. Replace Inlet Grate and Frame (Camden) Replace inlet grate and frame shall conform to the provisions in Division 3, “Concrete”, of the Standard Specifications and these special provisions.

Quantities of replace inlet grate and frame will be determined by actual field count per each constructed as shown in the plans. The contract price paid per each for inlet grate and frame shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in removing, constructing, including any formwork, furnishing and installing all reinforcing steel, frames and grates, 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.

7. Remove Concrete Drainage Structure Remove concrete drainage structure work shall conform to the provisions in Section 02121, “Structures and Obstructions Removal”, of the Standard Specifications and these special provisions.

Remove Concrete Drainage Structure shall include removal of existing storm drain cleanout boxes, inlet boxes, and flood irrigation diversion structures.

Quantities of remove concrete drainage structure to be paid for will be determined by actual field count per each. The contract price paid per each for remove concrete drainage structure shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in removing concrete drainage structures, including excavation and backfill, and legal disposal, as shown on the plans, as specified in the Standard

8. Concrete Flatwork Removal Concrete Flatwork Removal 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.

Quantities of Concrete Flatwork Removal to be paid for will be measured by the square foot of flatwork removed. The contract price paid per square foot of Concrete Flatwork Removal shall include 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 Concrete Flatwork Removal work completely as shown on the plans, as specified in the Standard

9. Concrete Curb and Gutter Concrete curb and gutter shall conform to the provisions in Section 03050, “Concrete Curb, Gutter, Sidewalk, and Drive Approaches”, of the Standard Specifications and these special provisions.

Quantities of concrete curb and gutter to be paid for will be determined by the linear foot measured along the centerline of the constructed curb and gutter. 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 constructing concrete curb and gutter 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.

10. Concrete Sidewalk 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.

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

11. 3’x6’ Combo Box 3’x6’ Combo box shall conform to the provisions in Division 3, “Concrete”, of the Standard Specifications and these special provisions.

Wall thickness may be 6” with a letter from the supplier’s engineer certifying that it is designed for AASHTO H20 loading.

Quantities of 3’x6’ cleanout box will be determined by actual field count per each constructed as shown in the plans. The contract price paid per each for 3’x6’ 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

12. 5’x10’ Combo Box 5’x10’ Combo box shall conform to the provisions in Division 3, “Concrete”, of the Standard Specifications and these special provisions.

Wall thickness may be 6” with a letter from the supplier’s engineer certifying that it is designed for AASHTO H20 loading.

Quantities of 5’x10’ cleanout box will be determined by actual field count per each constructed as shown in the plans. The contract price paid per each for 5’x10’ 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

13. Modified Existing Inlet Box (Fill with Gravel and Cap w/ Concrete to

FL)

Modified existing inlet box shall conform to the provisions in Division 3, “Concrete”, of the Standard Specifications and these special provisions.

Quantities of Modified Existing inlet Box will be determined by actual field count per each constructed as shown in the plans. The contract price paid per each for Modified existing Inlet 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, Gravel installation, any formwork, Coring, Cuts, and 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

14. 15-Inch Dual Wall Pipe (Watertight) 15-Inch Dual Wall Pipe, ADS or equivalent shall conform to the provisions of Section 02433, “Non-Pressure Pipe Installation”, of the Standard Specifications and these special provisions.

Quantities of 15-Inch HP Storm Dual Wall Pipe 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. The contract price paid per linear foot for 15-Inch Dual Wall Pipe shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing pipe, complete in place, including structure excavation and structure backfill, removal and legal disposal of material not fit for backfill, fusing the pipe sections, connecting new pipe to new or existing facilities, including core cutting concrete drainage structures, installing concrete collars and reinforcement as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

15. 15” Dual Wall Bend (Watertight)

15” Dual Wall Bend, ADS or equivalent shall conform to the provisions of Section 02433, “Non-Pressure Pipe Installation”, of the Standard Specifications and these special provisions.

Quantities of 15” Dual Wall Bend Water Tight to be paid by each item installed, to the limits shown on the plans and as directed by the Engineer. The contract price paid per each for 15” Dual Wall Bend shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing fitting, complete in place, including structure excavation and structure backfill, removal and legal disposal of material not fit for backfill, fusing the pipe sections, connecting new pipe to new or existing facilities, including core cutting concrete drainage structures, installing concrete collars and reinforcement as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

16. 24-Inch Reinforced Concrete Pipe 24-inch reinforced concrete pip e shall be ASTM C76 Class III and shall conform to the provisions in Section 02433, “Non-Pressure Pipe Installation”, of the Standard Specifications and these special provisions.

Quantities of 24-inch reinforced concrete pipe 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. The contract price paid per linear foot for 24-inch reinforced concrete pipe shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing pipe, 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, installing concrete collars and reinforcement as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

17. Hot Mix Asphalt (PG 58-28) 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.

Special Provisions

Mix Design: Superpave Binder Grade: PG 58-28 Gradation: ½” Compaction Level: 75G RAP Content: 15% Max.

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. 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.

18. Manhole to Finish Grade Manhole to finish grade shall conform to the provisions in Section 02438, “Structures to Finish Grade”, of the Draper City Standard Specifications, and these special provisions.

Quantities of manhole to finish grade will be determined by actual field count per each manhole cover raised to finish grade as shown in the plans. The contract price paid per each for manhole to finish grade shall include locating existing manhole covers in the roadway within the project limits, lowering them below the depth of existing asphalt and patching with asphalt if pavement is rotomilled, protecting them during construction, and raising them to finish grade. 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 manhole to finish grade as shown on the plans, as specified in the Standard

19. Landscaping Restoration Landscape Restoration shall conform to the provisions in Section 02925, “Topsoil”, Section 02910, “Grading for Landscapes,” Section 02920, “Seed, Turf Seed, and Turf Sod,” and Section 02935, “Vegetation Establishment Period,” of the Standard Specifications and these special provisions.

This item is intended for full restoration or replacement of public and private landscaping affected by the Contractor’s activities both in the parkstrip and behind the back of walk. Contractor shall salvage and reuse landscaping rock. Existing material may be insufficient to restore landscaping, in that case contractor shall match color and size as close as possible.

The contract lump sum price paid for Landscaping Restoration shall equipment and incidentals, and for doing all the work involved in Restore Private and public Landscaping, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.

20. Repair SD Inlet (Traverse Ridge Rd) Repair SD inlet box shall conform to the provisions in Division 3, “Concrete”, of the Standard Specifications and these special provisions.

The Contract lump sum price paid for Repair SD Inlet shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in repairing, constructing, including structure excavation and structure backfill, any formwork, Coring, Cuts, and furnishing and installing all reinforcing steel, frames and grates, connecting new pipe to new or existing facilities, including concrete collars and reinforcement, sidewalk replacement and removal and legal disposal of excess excavated material not fit for backfill as shown on the plans as

21. Repair SD Inlet (Suncrest Dr)

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

The Contract lump sum price paid for Repair SD Inlet shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in repairing, constructing, including structure excavation and structure backfill, any formwork, Coring, Cuts, and furnishing and installing all reinforcing steel, frames and grates, connecting new pipe to new or existing facilities, including concrete collars and reinforcement, sidewalk replacement and removal and legal disposal of excess excavated material not fit for backfill as shown on the plans as

22. Repair SD Inlet (Rockymouth LN)

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

The Contract lump sum price paid for Repair SD Inlet shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in repairing, constructing, including structure excavation and structure backfill, any formwork, Coring, Cuts, and furnishing and installing all reinforcing steel, frames and grates, connecting new pipe to new or existing facilities, including concrete collars and reinforcement, sidewalk replacement and removal and legal disposal of excess excavated material not fit for backfill as shown on the plans as

QUESTIONNAIRE AND STATEMENT OF QUALIFICATIONS

1. General Company Information:

Company Name:

Type of Corporation:

Company Owner or CEO:

Main Business Contact:

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. Include a complete accounting of 1) total construction cost including all change order allowances; 2) name and phone number of project engineer; 3) name and phone number of project owner; 4) calendar days to complete from notice to proceed to final closeout; 5) name of each project manager or superintendent; and 6) dates of individual project completion.

Project 1.

Project 2.

Project 3.

BID BOND

KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned

____________________________ as Principal, and____________________________ as Surety, are hereby held and firmly bound unto __________________________ as Owner in the penal sum of _____________ for the payment of which, well and truly be made, we hereby jointly and severally bind ourselves, successors and assigns.

Signed the ________ day of _________________, 20_____.

The Condition of the above obligation is such that whereas the Principal has submitted to ____________ a certain Bid, attached hereto, and hereby made a part hereof to enter into a contract in writing, for the_________________________________________________________

NOW THEREFORE,

(a) If said Bid shall be rejected, or in the alternative,

(b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the FORM of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated.

The Surety for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid; and said Surety does hereby waive notice of any such extension.

IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are incorporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above.

Principal

Surety

BY: _________________________

STATE OF UTAH )

: SS. SURETY

County of Salt Lake)

______________________________, being first duly sworn on oath, deposes and says: that s/he is the Attorney-in-Fact of _______________________________, a corporation organized under the laws of the State of _______________ and that s/he is duly authorized to execute and deliver the foregoing obligation; that the said _______________________ is authorized to execute the same, and has complied in all respects with the laws of the State of Utah, in reference to becoming sole surety upon bonds, undertakings and obligations.

Attorney-in-Fact

SUBSCRIBED and SWORN to before me this _______________ day of _____________________, 20____.

NOTARY PUBLIC

My Commission Expires: ________________________

Residing in: __________________________________ (Attach Power of Attorney)

STATE OF UTAH)

: ss. (Complete if Principal County of Salt Lake) is an Individual)

On this ________, day of ___________, 20_____, personally appeared before me ___________________________, signer (s) of the foregoing instrument, who duly acknowledged to me that s/he (they) executed the same.

My Commission Expires: __________________________________

Residing in: ____________________________________________

STATE OF UTAH) (Complete if Principal : ss. is a County of Salt Lake) Corporation)

On this _________; day of _______________, 20___, personally appeared before me ________________, who being by me duly sworn, did say s/he is the _____________________ of ___________________________________, a ____________________ corporation, and that the foregoing instrument was signed in behalf of said corporation by authority of its Board of Directors, and s/he acknowledged to me that said corporation executed the same.

My Commission Expires: _________________________

Residing in: ___________________________________

STATE OF UTAH) (Complete if Principal : ss. is a County of Salt Lake) Partnership)

On this ______________, day of ______________, 20___, personally appeared before me __________________, who being by me duly sworn, did say that s/he is the ___________________of _________________________, a partnership, and that the foregoing instrument was signed in behalf of said partnership and that said instrument was signed in behalf of said partnership and that said partnership executed the same.

My Commission Expires: _____________________________

Residing in:________________________________________

THE AMERICAN INSTITUTE OF ARCHITECTS

Copied from original AIA Document A312

P A Y M E N T B O N D

Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable.

CONTRACTOR (Name and Address):

SURETY (Name and Principal Place of Business):

OWNER (Name and Address):

CONSTRUCTION CONTRACT

DATE:

AMOUNT:

(Description (Name and Location):

BOND

Date (Not earlier than Construction Contract Date):

Amount:

Modifications to this Bond: ( ) None ( ) See Page 6

CONTRACTOR AS PRINCIPAL SURETY

Company: (Corporate Seal) Company: (Corporate Seal)

Signature: __________________ Signature: _________________ Name and Title: Name and Title: (Any additional signatures appear on page 6)

(FOR INFORMATION ONLY - Name, Address and Telephone) AGENT or BROKER:

OWNER'S REPRESENTATIVE (Architect, Engineer or other party):

1. The Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner to pay for labor, materials and equipment furnished for use in the performance of the Construction Contract, which is incorporated herein by reference.

2. With respect to the Owner, this obligation shall be null and void if the Contractor:

2.1 Promptly makes payment, directly or indirectly, for all sums due Claimants, and

2.2 Defends, indemnifies and holds harmless the Owner from all claims, demands, liens or suits by any person or entity who furnished labor, materials or equipment for use in the performance of the Construction Contract, provided the Owner has promptly notified the Contractor and the Surety (at the address described in Paragraph 12) of any claims, demands, liens or suits and tendered defense of such claims, demands, liens or suits to the Contractor and the Surety, and provided there is no Owner Default.

3. With respect to Claimants, this obligation shall be null and void if the Contractor promptly makes payment, directly or indirectly, for all sums due.

4. The Surety shall have no obligation to Claimants under this Bond until:

4.1 Claimants who are employed by or have a direct contract with the Contractor have given notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and, with substantial accuracy, the amount of the claim.

4.2 Claimants who do not have a direct contract with the

Contractor:

.1 Have furnished written notice to the Contractor and sent acopy, or notice thereof, to the Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials were furnished or supplied or for whom the labor was done or performed; and

.2 Have either received a rejection in whole or in part from the Contractor, or not received within 30 days of furnishing the above notice any communication from the Contractor by which the Contractor has indicated the claim will be paid directly or indirectly; and

.3 Not having been paid within the above 30 days, have sent a written notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to the Contractor.

5. If a notice required by Paragraph 4 is given by the Owner to the Contractor or to the Surety, which is sufficient compliance.

6. When the Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at the Surety's expense take the following actions:

6.1 Send an answer to the Claimant, with a copy to the Owner, within 45 days after receipt of the claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed.

6.2 Pay or arrange for payment of any undisputed amounts.

7. The Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by the Surety.

8. Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims, if any, under any Construction Performance Bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction

Contract are dedicated to satisfy obligations of…