Suncrest Drive Transmission Line Improvements

DRAPER CITY CORPORATION

ENGINEERING DIVISION

DRAPER, UTAH 84020

TELEPHONE: (801) 576-6546

FACSIMILE: (801) 576-6388

www.draperutah.gov

May 8th, 2026

CONTRACT DOCUMENTS FOR THE

SUNCREST DRIVE TRANSMISSION

LINE IMPROVEMENTS PROJECT

http://www.draperutah.gov/

TABLE OF CONTENTS

SECTION I LEGAL AND PROCEDURAL DOCUMENTS

Request for Bids

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

Partial Payment Request Example

Preconstruction Conference Agenda

Financial Disclosure to City Council

Full and Final Release

Project Acceptance for Maintenance

Final Project Acceptance

Purchase Order Assignment

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 – 2

Section 01035 – Field Survey Referencing Procedures ............................................ 01035 – 1

Section 01041 – Project Coordination ....................................................................... 01041 – 2

Section 01050 – Construction Surveying and Field Engineering ............................. 01050 – 2

Section 01515 – Watering ........................................................................................... 01515 – 2

Section 15 – Detour Construction and Facilities ............................................................. 15 – 4

Section 01620 – Storage and Protection .................................................................. 01620 – 3

Section 01705 – Contract Closeout Procedures ...................................................... 01705 – 9

Section 01720 – Project Record Documentation ..................................................... 01720 – 3

Section 01820 – Material Acceptance and Testing ............................................... 01820 – 11

DIVISION 2 – SITE WORK

Section 02016 – Protecting and Relocating Utilities ................................................. 02016 – 2

Section 02115 – Concrete and Asphalt Pavement Removal ................................. 02115 – 2

Section 02121 – Structures and Obstructions Removal ............................................ 02121 – 2

Section 02433 – Non-Pressure Pipe Installation ......................................................... 02240 – 6

Section 02438 – Structures to Finish Grade ............................................................... 02438 – 3

Section 02503 – Bituminous Paving Course ............................................................... 02503 – 5

Section 25 – Tack Coat ............................................................................................... 25 – 2

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

Section 02577 – Pavement Marking – At Grade ...................................................... 02577 – 2

Section 02810 – Pressurized Irrigation Systems ........................................................ 02810 – 15

Section 02915 – Protection of Trees, Lawns and Landscaping ............................... 02915 – 2

Section 02961 – Rotomilling ........................................................................................ 02961 – 2

TECHNICAL SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 Summary of Work ................................................................... 01 11 00-1 – 01 11 00-6

01 25 10 Products, Materials, Equipment and Substitutions ............... 01 25 10-1 – 01 25 10-4

01 26 13 Requests for Interpretation .................................................... 01 26 13-1 – 01 25 10-4

01 31 30 Safety ...................................................................................... 01 31 30-1 – 01 31 30-4

01 32 00 Electronic Project Management System ............................. 01 32 00-1 – 01 32 00-6

01 32 16 Construction Progress Schedule ........................................... 01 32 16-1 – 01 32 16-4

01 33 20 Submittal Procedures ........................................................... 01 33 20-1 – 01 33 20-10

01 35 53 Security ................................................................................... 01 35 53-1 – 01 35 53-2

01 41 26 Permits ..................................................................................... 01 41 26-1 – 01 41 26-2

01 42 13 Abbreviations of Institutions ................................................... 01 42 13-1 – 01 42 13-4

01 42 19 Reference Standards ............................................................. 01 42 19-1 – 01 42 19-2

01 45 00 Quality Control ....................................................................... 01 45 00-1 – 01 45 00-8

01 57 19 Temporary Environmental Controls ...................................... 01 57 19-1 – 01 57 19-2

01 64 00 Owner Furnished Equipment ................................................. 01 64 00-1 – 01 64 00-2

01 71 00 Mobilization ............................................................................ 01 71 00-1 – 01 71 00-2

01 71 30 Site Conditions Surveys .......................................................... 01 71 30-1 – 01 71 30-2

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition .............................................................................. 02 41 00-1 – 02 41 00-6

DIVISION 03 – CONCRETE

03 11 00 Concrete Forming .................................................................. 03 11 00-1 – 03 11 00-8

03 20 00 Concrete Reinforcing ............................................................ 03 20 00-1 – 03 11 00-8

03 30 00 Cast-in-Place Concrete ....................................................... 03 30 00-1 – 03 30 00-30

03 60 00 Grouting ................................................................................ 03 60 00-1 – 03 60 00-10

DIVISION 05 – METALS

05 50 00 Metal Fabrications ............................................................... 05 50 00-1 – 05 50 00-16

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 14 00 Fluid-Applied Waterproofing ................................................. 07 14 00-1 – 07 14 00-6

07 92 00 Joint Sealants ......................................................................... 07 92 00-1 – 07 92 00-8

DIVISION 09 – FINISHES

09 90 00 Painting and Coating .......................................................... 09 90 00-1 – 09 90 00-30

09 97 10 Pipeline Coatings and Linings ............................................. 09 97 10-1 – 09 97 10-20

DIVISION 13 – SPECIAL CONSTRUCTION

13 11 40 Corrosion Monitoring and Cathodic Protection ................ 13 11 40-1 – 13 11 40-18

DIVISION 26 – ELECTRICAL

26 05 00 Electrical General Provisions ............................................... 26 05 00-1 – 26 05 00-16

26 50 00 Lighting.................................................................................... 26 50 00-1 – 26 50 00-6

DIVISION 31 – EARTHWORK

31 10 00 Site Preparation ...................................................................... 31 10 00-1 – 31 10 00-4

31 23 00 Earthwork .............................................................................. 31 23 00-1 – 31 23 00-18

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 90 00 Landscape Planting ............................................................... 32 90 00-1 – 32 90 00-8

DIVISION 33 – UTILITIES

33 05 19 Ductile Iron Pipe (AWWA C151, Modified) ........................ 33 05 19-1 – 33 05 19-14

33 13 00 Water Pipeline Testing and Disinfection ............................... 33 13 00-1 – 33 13 00-6

33 13 00a Hydrostatic Pressure Test Record ................................... 33 13 00a-1 – 33 13 00a-2

DIVISION 40 – PROCESS INTEGRATION

40 05 00 Piping, General ...................................................................... 40 05 00-1 – 40 05 00-8

40 05 07 Pipe Supports .......................................................................... 40 05 07-1 – 40 05 07-8

40 05 10 Mill Piping ................................................................................ 40 05 10-1 – 40 05 10-8

40 05 50 Miscellaneous Valves ............................................................. 40 05 50-1 – 40 05 50-2

40 05 51 Valves, General ...................................................................... 40 05 51-1 – 40 05 51-6

40 05 52 Valve and Gate Actuators.................................................... 40 05 52-1 – 40 05 52-4

40 05 61 Gate Valves ............................................................................ 40 05 61-1 – 40 05 61-2

40 05 63 Ball Valves ............................................................................... 40 05 63-1 – 40 05 63-2

40 71 13 Flow-Magnetic ....................................................................... 40 71 13-1 – 40 71 13-6

40 73 13 Pressure Gauges .................................................................... 40 73 13-1 – 40 73 13-6

40 73 26 Pressure Transmitters............................................................... 40 73 26-1 – 40 73 26-6

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 May 8, 2026

REQUEST FOR BIDS

FOR THE SUNCREST DRIVE TRANSMISSION LINE

IMPROVEMENTS PROJECT

The scope of this project is to provide the labor, materials, tools and equipment to construct (2) cast-in-place valve vaults with associated piping and appurtenances, and to construct electrical improvements at a third, existing vault per the Drawings.

Portions of Work will take place under critical shutdown schedules as outlined in these documents. Coordination will be required with the City to manage water supply to residents during these shutdown periods.

Bid documents and specifications will be posted on U3P-Bonfire on or before Friday, May 8th, 2026. 5% Bid Bond will be required.

A pre-bid meeting will be held at 1:30 PM, on Thursday, May 14th, 2026. The meeting will be held in Draper City Hall Council Chambers, 1020 E. Pioneer Road.

Questions concerning the scope of work, response submittal, or process should be directed to us electronically through U3P-Bonfire before 5:00pm on Thursday, May 21st, 2026.

The Engineering Division will receive electronic responses on U3P-Bonfire until 1:00pm on

Thursday, May 28th, 2026. Responses received after this time will not be accepted.

Responses will be publicly opened at the above-stated time and date, with only the names of the firms submitting responses and their total bid amounts being read. All interested parties are invited to attend.

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.

Respectfully, Robert Markle, Project Manager http://www.draperutah.gov/

BIDDER INFORMATION

A. BID SUBMITTAL

✓ Submit the bid through U3P-Bonfire

✓ Submission Deadline: 1:00pm on Tuesday, May 28th, 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. All tie-ins and shutdowns shall be completed by October 1st, 2026. All work shall be completed by November 30, 2026. 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 will be held at 1:30 PM, on Thursday, May 14th, 2026. The meeting will be held at the Draper City Hall Council Chambers, 1020 E. Pioneer Road.

K. Question Submission Period

All questions regarding this project must be submitted electronically through U3P-

Bonfire on or before 5 PM on Thursday, May 21st, 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

A. 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.

B. Schedule Constraints. Be responsible to coordinate and plan the construction activities to integrate each schedule constraint into performance of the overall

Work. The listing of schedule constraints below does not mean that all constraints or special conditions have been identified. The list is not a substitute for the duty to coordinate and plan for completion, all Work by the Substantial/Contract

Completion Dates specified in the Contract Documents.

The following constraints affect the construction schedule:

1. WATER SHUTDOWNS

a. The Suncrest Drive Transmission Line (SDTL) may be shut down no more than two times as part of this project. These shutdowns are intended to facilitate connections to the existing SDTL at Winged

Trace Court and Brookside Drive. Six total connections are required, three at each of these sites.

b. Valve vaults must be constructed and completely functional prior to a shutdown and connection to the existing pipeline.

c. Locate and expose the existing pipe at each connection / tie-in location prior to shutdown. Pothole ahead and coordinate with

Engineer and Owner if any unforeseen conflicts arise which could impact Contractor’s ability to complete the connections to the existing pipeline as designed or in a timely manner.

d. Shutdowns and connections to existing pipe must take place prior to

October 1st, 2026.

e. Shutdowns must take place between 9am and 5pm on days approved by the Owner.

f. Shutdowns must be coordinated with Engineer and Owner at least two weeks in advance.

g. Draper City will drain and fill the pipeline. There is no guarantee that nuisance water will not remain in the pipeline. Contractor is required to control any nuisance water so that excavations do not fill up and allow water to enter into the pipeline.

h. Minimum of seven calendar days between shutdowns.

2. APSHALT PAVING

a. All paving activities shall be completed by October 15th, 2026.

C. Shutdown Schedule Associated Damages/Incentives. Actual damages and

Owner provided incentives are tied to completion of work sequencing during critical shutdown windows. Refer to paragraph 3.4 of the Construction Agreement for details.

D. Traffic Control System. Section 12 – Traffic Control included in these Contract

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

Specifications. This is a mountain road that may experience accumulation of snow and drifting snow along with heavy plowing operations during the working windows. If snow is expected, traffic barrels will not work. K-rail (Jersey barrier) must be utilized. Traffic control must be off to the side of the road and all travel lanes open if an area is not being worked on for a length of time. Two-way traffic, at least one lane in each direction, shall be maintained at all times.

E. Staging Areas. Available staging areas apart from the project sites include the location across from Draper City’s Pump Station 4, as identified on the Drawings.

F. Pavement 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.

G. Bituminous Tack Coat. Section 25 – Tack Coat included in these Contract

Documents replaces Section 02505 “Bituminous Tack Coat” of the Draper City

Standard Specifications.

H. Bituminous Concrete Paving Materials. In addition to the requirements set forth in Section 02513 “Bituminous Concrete Paving Materials” of the Draper City

Standard Specifications, the following shall apply to this contract:

• Product: PG 64-34 Superpave, RAP Content 15% Max, Ndesign 75, Nominal Aggregate Size = 12.5mm, Minimum % VMA = 14-16, % VFA = 65 -

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 and actual 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.

Item

No.

Bid Item Quantity Unit

Bid Unit

Price Bid Price

Mobilization, Demobilization, Temporary Facilities, and

Administrative Items

1 Lump Sum

2 Traffic Control 1 Lump Sum

3 SWPPP 1 Lump Sum

Winged Trace Court Vault, Mechanical and Structural 1 Lump Sum

Winged Trace Court Vault, Electrical and Instrumentation 1 Lump Sum

Relocated SDTL at Winged Trace

Court, Site Restoration, Blowoff Box and Storm Drain, and Access Pad

1 Lump Sum

Corrosion Monitoring and

Cathodic Protection Systems at

Winged Trace Court

1 Lump Sum

Brookside Drive Vault, Mechanical and Structural 1 Lump Sum

Brookside Drive Vault, Electrical and Instrumentation 1 Lump Sum

Relocated SDTL at Brookside Drive, Site Restoration, Blowoff Box and

Storm Drain, and Access Pad

1 Lump Sum

Corrosion Monitoring and

Cathodic Protection Systems at

Brookside Drive

1 Lump Sum

Suncrest Drive South Vault, Mechanical Improvements 1 Lump Sum

Suncrest Drive South Vault, Electrical and Instrumentation

Improvements

1 Lump Sum

Asphalt Pavement Surface

Restoration, Entire Project

1,160 SY

Total of All Bid Items $

Bidder acknowledges that (1) each Bid Unit Price includes an amount considered by

Bidder to be adequate to cover Contractor’s overhead and profit for each separately identified item, and (2) estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all unit price Bid items will be based on actual quantities, determined as provided in the Contract Documents.

ENTER PRICES FOR EACH LINE ITEM AS INSTRUCTED ON U3P-BONFIRE. 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. Mobilization, Demobilization, Temporary Facilities and Administrative Items

Includes, but is not limited to, all costs associated with mobilization, demobilization, temporary facilities, and administrative items. Including, but not limited to all transportation, fuel, labor, and material costs for mobilization / demobilization of equipment and materials to the project sites and as required for setup. Also including, but not limited to, staging area setup, insurance, bonds, and required permitting. Limited to a max of

10% of the contract price.

2. 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 twenty (20) calendar days of the Conditional Notice of Award, the

Contractor shall provide the Engineer with the proposed Traffic Control

Plan. The Engineer will have five (5) working days to review the Traffic

Control Plan and return it with an approval or denial. If denied, the

Contractor will then have five (5) 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.

3. 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 twenty (20) 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 five (5) working days to review the SWPPP and return it with an approval or denial. If denied, the Contractor will then have five (5) 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.

4. Winged Trace Court Vault, Mechanical and Structural, Complete

Includes materials, equipment, and labor required for construction of the new pressure reducing valve vault at Winged Trace Court; vault piping

(other than that purchased by Owner); valves (other than those purchased by Owner); couplings; flow meter; pipe stands, supports, and clamps;

linings and coatings; miscellaneous metals (ladders, lifting eyes, grating, hatches, etc.); structural concrete and rebar; exhaust fans and vent piping; sump pump and sump pump drain; ball valve drains, pressure gauges and transmitters; isolation flange kits within vault; and balance of all remaining Mechanical and Structural Work required at this location in accordance with the plans and specifications.

5. Winged Trace Court Vault, Electrical and Instrumentation, Complete

Includes materials, equipment, and labor required for all electrical work at

Winged Trace Court; equipment rack; power feed; wireways and panels;

all cables and conductors; breakers; timers; excavation; backfill;

compaction; lighting; and balance of all remaining Electrical and

Instrumentation Work required at this location in accordance with the plans and specifications.

6. Relocated SDTL at Winged Trace Court, Site Restoration, Blowoff Box and

Storm Drain, and Access Pad, Complete

Includes materials, equipment, and labor required for the installation of buried ductile iron pipe, fittings, and pipeline appurtenances at Winged

Trace Court and all other miscellaneous site and civil work; connections to existing pipelines; demolition and abandonment of existing infrastructure;

excavation; backfill; compaction; vault access pad; blowoff box and connection to storm drain system; vents and vent covers; replacement of curb and gutter and other concrete improvements as necessary; grading;

re-seeding; and balance of all remaining Civil/Site Work required at this location in accordance with the plans and specifications.

7. Corrosion Monitoring and Cathodic Protection Systems at Winged Trace

Court, Complete

Includes materials, equipment, and labor required for the installation of all corrosion monitoring test stations and cathodic protection systems at

Winged Trace Court; galvanic anode groundbeds; test stations; wires;

reference electrodes; coupons; shunts; buried isolation flange kits; and balance of all remaining corrosion monitoring and cathodic protection work at this location in accordance with the plans and specifications.

8. Brookside Drive Vault, Mechanical and Structural, Complete

Includes materials, equipment, and labor required for construction of the new pressure reducing valve vault at Brookside Drive; vault piping (other than that purchased by Owner); valves (other than those purchased by

Owner); couplings; pipe stands, supports, and clamps; linings and coatings;

miscellaneous metals (ladders, lifting eyes, grating, hatches, etc.);

structural concrete and rebar; exhaust fans and vent piping; sump pump and sump pump drain; ball valve drains, pressure gauges and transmitters;

isolation flange kits within vault; and balance of all remaining Mechanical and Structural Work required at this location in accordance with the plans and specifications.

9. Brookside Drive Vault, Electrical and Instrumentation, Complete

Brookside Drive; equipment rack; power feed; wireways and panels; all cables and conductors; breakers; timers; excavation; backfill; compaction;

lighting; and balance of all remaining Electrical and Instrumentation Work required at this location in accordance with the plans and specifications.

10. Relocated SDTL at Brookside Drive, Site Restoration, Blowoff Box and Storm

Drain, and Access Pad, Complete

Includes materials, equipment, and labor required for the installation of buried ductile iron pipe, fittings, and pipeline appurtenances at Brookside

Drive and all other miscellaneous site and civil work; connections to existing pipelines; demolition and abandonment of existing infrastructure;

excavation; backfill; compaction; vault access pad; blowoff box and connection to storm drain system; vents and vent covers; replacement of curb and gutter and other concrete improvements as necessary; grading;

re-seeding; and balance of all remaining Civil/Site Work required at this

11. Corrosion Monitoring and Cathodic Protection Systems at Brookside Drive, Complete

Includes materials, equipment, and labor required for the installation of all corrosion monitoring test stations and cathodic protection systems at

Brookside Drive; galvanic anode groundbeds; test stations; wires; reference electrodes; coupons; shunts; buried isolation flange kits; and balance of all remaining corrosion monitoring and cathodic protection work at this

12. Suncrest Drive South Vault, Mechanical Improvements, Complete

Includes materials, equipment, and labor required for the installation of the wall mounted interior exhaust fan at the existing Suncrest Drive South Vault;

modifications to existing vents; modifications to existing pressure gauge assemblies; and balance of all remaining mechanical work at this location in accordance with the plans and specifications.

13. Suncrest Drive South Vault, Electrical and Instrumentation Improvements the existing Suncrest Drive South Vault; equipment rack; power feed;

wireways and panels; all cables and conductors; breakers; timers;

excavation; backfill; compaction; lighting; and balance of all remaining

Electrical and Instrumentation Work required at this location in accordance with the plans and specifications.

14. Asphalt Pavement Surface Restoration, Entire Project

Includes materials, equipment, and labor required for restoration of asphalt road surface; including Untreated Base Course, temporary asphalt pavement, and final replacement with permanent asphalt pavement

(HMA Surface Course) with pavement marking in accordance with City standards and within the pay limits indicated on the plans. Measured per square yard (SY) of asphalt surface restoration.

Untreated base course 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.

HMA Surface Course 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 64-34

RAP Content: 15% Max.

Compactive Effort: Ndesign=75

Nominal Aggregate Size: 12.5mm

Minimum % VMA: 14-16

%VFA: 65-78

END OF SECTION

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 5 years with an equal or larger scope of work as compared with the Project described herein. Past project experience must include at least three (3) cast-in-place valve vaults for a potable water system, buried ductile iron pipe at least 10-inches in diameter and totaling at least 4,000-feet in length, cathodic protection and monitoring systems, and construction requiring management of critical tie-ins under short time constraints. Not all of these elements have to be included in each project; however, if not all included in one project include additional projects with each type of experience. 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

PAYMENT BOND

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 a copy, 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…