5-Attachment B Standard Provisions.pdf

State Projects With Full Size Plan Sheets

PROJECT # S-R499(396) PIN 19055

November 19, 2020

2020 - Standards Table of Contents

I. Statement of Applicable Standards

II. Notice to Contractors

III. Bidding Schedule

IV. Materials Minimum Sampling and Testing

V. Equal Opportunity (State Projects)

VI. Title VI Appendix A and E

VII. Measurement and Payment

VIII. Special Provisions

I. Statement of Applicable Standards

The Utah Department of Transportation 2026 Standard Specifications and Standards Drawings for Road and Bridge Construction books found at:

https://connect.udot.utah.gov/business/standards/

Refer to “Special Provisions” for other project specific specifications.

II. Notice to Contractors

III. Bidding Schedule

Bid Items List Report

PIN : 19055 Location : Panguitch Station

Project Number : S-R499(396) Funding Type : State

Project Name : MS4 Improvements – Panguitch

Maintenance Station

Region : Region 4

Concept : DBE Goal : MS4 Improvements 0.00% County : Garfield County

Base Bid Items

Container Description Line No. Item Number Item Name Quantity Unit

10 - ROADWAY Base 1 015017010 Mobilization 1 Lump 2 017217010 Survey 1 Lump 3 020567015 Granular Borrow (Plan Quantity) 355 cu yd 4 02083701* 2 Inch SDR-11 Waterline 215 ft 5 02083702* 2 Inch Ball Valve 1 Each 6 02083703* 2 Inch Yard Hydrant 1 Each 7 02083704* Sprinkler Evaporation System 1 Lump 8 02216700P Test-Hole Utility (Contingency) 5 Each 9 02221701P Remove Existing Washrack 1 Lump 10 02222701* Relocate Existing Brine Equipment 1 Lump 11 02316702P Roadway Excavation 4333 cu yd 12 02609701* Bollard 5 Each 13 02610740P Drainage Pipe - 8 inch, Thermoplastic, Leak-Resistant 277 ft 14 02610741P Drainage Pipe - 12 inch, Thermoplastic, Leak-Resistant 18 ft 15 02633704P Washrack Inlet 1 Each 16 026337160 Concrete Drainage Structure 3 ft to 5 ft deep - CB 10 1 Each 17 02640701* Brine Pond - Double Lined with Leak Detection 1 Lump 18 027217020 Untreated Base Course (Plan Quantity) 474 cu yd 19 027417040 HMA – 3/8 inch 475 Ton 20 02752701P Portland Cement Concrete Pavement 8 inch Thick 40 sq yd 21 02752702P Portland Cement Concrete Pavement 4 inch Thick 7 sq yd 22 02776701P 12" Concrete Curb 24 ft 23 02776702P 4' Concrete Waterway 445 ft 24 028217008 6 ft Chain Link Fence, Type I 370 ft 25 09992701* Washrack 1 Lump 26 16530700P Underground Power Line 15 ft

IV. Materials Minimum Sampling and Testing Requirements

Follow the requirements of the Materials Minimum Sampling and Testing Requirements:

http://www.udot.utah.gov/go/mstr http://www.udot.utah.gov/go/mstr

V. Equal Opportunity (State Projects)

Selection of Subcontractors, Service Providers, Procurement of Materials and Leasing of Equipment:

Do not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment.

Notify all potential subcontractors and suppliers of his/her EEO obligations under this contract.

Disadvantaged business enterprises (DBE), as defined in 49 CFR 23, have equal opportunity to compete for and perform subcontracts that the contractor enters into pursuant to this contract. Use best efforts to solicit bids from and to utilize DBE subcontractors or subcontractors with meaningful minority group and female representation among their employees. Obtain lists of DBE construction firms from SHA personnel.

Use best efforts to ensure subcontractor compliance with their EEO obligations.

Selection of Labor:

During the performance of this contract, do not discriminate against labor from any other State, possession, or territory of the United States.

Employment Practices:

During the performance of this contract, the Contractor agrees as follows:

Do not discriminate against any employee or applicant for employment because of race, religion, sex, color, national origin, age, or disability. Take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, religion, sex, color, national origin, age, or disability. Such action includes, but is not limited to the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoffs or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. Agree to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the State Department of Transportation setting forth the provisions of this nondiscrimination clause.

In all solicitations or advertisements for employees state that all qualified applicants receive consideration for employment without regard to race, religion, sex, color, national origin, age, or disability.

Send to each labor union or representative of workers that the Contractor has a collective bargaining agreement or other contract or understanding, a notice to be provided by the State Department of Transportation advising the said labor union or worker’ representative of the commitments under this section and post copies of the notice in conspicuous places available to employees and applicants for employment.

In the event of noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further State contracts.

Include the provisions of this Section in every subcontract or purchase order so that such provision will be binding upon each Subcontractor or vendor. Take such action with respect to any subcontract or purchase order as the State Department of Transportation may direct as a means of enforcing such provisions including sanctions for noncompliance.

VI. Title VI Appendix A and E

Title VI of the Civil Rights Act of 1964 – Non – Discrimination Notice; Attachment A

NON-DISCRIMINATION NOTICE

In accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C 2000d to 2000d-4 and the Title 49, Code of Federal Regulations. The text below, in its entirety, is in all contracts entered into by UDOT. All of the text except the final section, entitled “Incorporation of Provisions,” should be included in any contract entered into by any UDOT contractor.

During the performance of this contract, for itself, its assignees and successors in interest (hereinafter referred to as the “contractor”) agrees as follows:

A. COMPLIANCE WITH TITLE VI OF THE CIVIL RIGHTS ACT OF 1964 FOR

FEDERAL-AID CONTRACTS

1. Compliance with Regulations: The contractor shall comply with the Regulation relative to nondiscrimination in Federally-assisted programs of the Department of Transportation (hereinafter, “DOT”) Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as regulations), which are herein incorporated by reference and made a part of this contract.

2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, sex, age, disability, income status, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations.

3. Solicitations for Subcontractors, Including Procurements of

Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor’s obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, sex, age, disability, income status, or national origin.

4. Information and Reports: The contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the (Recipient) or the (Name of Appropriate Administration) to be pertinent to ascertain compliance with such Regulations, orders and instructions.

Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the (Recipient), or the (Name of Appropriate Administration) as appropriate, and shall set forth what efforts it has made to obtain the information.

5. Sanctions for Noncompliance: In the event of the contractor’s noncompliance with the nondiscrimination provisions of this contract, the (Recipient) shall impose such contract sanctions as it or the (Name of Appropriate Administration) may determine to be appropriate, including, but not limited to:

a. Withholding of payments to the contractor under the contract until the contractor complies, and/or

b. Cancellation, termination or suspension of the contract, in whole or in part.

6. Incorporation of Provisions: The contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto.

The contractor shall take such action with respect to any subcontractor procurement as the (Recipient) or the (Name of Appropriate Administration) may direct as a means of enforcing such provisions including sanctions for noncompliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with litigation with a subcontractor or supplier as a result of such direction, the contractor may request the (Recipient) to enter into such litigation to protect the interests of the (Recipient), and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States.

Title VI of the Civil Rights Act of 1964 – Non – Discrimination Notice; Attachment E

During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the "contractor") agrees to comply with the following non-discrimination statutes and authorities; including but not limited to:

Pertinent Non-Discrimination Authorities:

• Title Vl of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21.

• The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 460 l ), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects);

• Federal-Aid Highway Act of 1973,(23 U.S.C. § 324 et seq.), (prohibits discrimination on the basis of sex);

• Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CFR Part 27;

• The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 610 Iet seq.), (prohibits discrimi nation on the basis of age);

• Airport and Airway Improvement Act of 1982, (49 USC § 47 l , Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex);

• The Civil Rights Restoration Act of 1987,(PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms "programs or activities" to include all of the programs or activities of the Federal-aid recipients, sub-recipients and contractors, whether suh programs or activities are Federally funded or not);

• Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on the basis of disability in the operation of public entities, publ ic and private transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131 - 12189) as implemented by Department of Transportation regulations at 49 C.F.R. parts 37 and 38;

• The Federal Aviation Administration's Non-discrimination statute (49 U.S.C. §47123) (prohibits discrimi nation on the basis of race, color, national origin, and sex);

• Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-lncome Populations, which ensures discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations;

• Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency gu idance, national origin discrimination includes discrimination because of limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed.

Reg. at 74087 to 74100);

• Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq).

VII. Measurement and Payment

Measurement and Payment Project # S-R499(396)

Line No. Item Number Item Name Unit of Measure

1 015017010 Mobilization Lump Amount Paid The lesser of 25% of Mobilization or 2.5% of contract When Paid With first estimate Amount Paid The lesser of 50% of Mobilization or 5% of contract When Paid With any estimate following completion of 5% of contract Amount Paid The lesser of 75% of Mobilization or 7.5% of contract When Paid With any estimate following completion of 10% of Contract Amount Paid The lesser of 100% of Mobilization or 10% of contract When Paid With any estimate following completion of 20% of contract Amount Paid Amount bid in excess of 10% of contract price. Project Acceptance-Final When Paid With any estimate following completion of 20% of contract

2 017217010 Survey Lump Amount Paid 25% of the bid item amount When Paid When the project is 5% complete Amount Paid A total of 40% of bid item amount When Paid When Paid When the project is 10% complete Amount Paid A total of 75% of bid item amount When Paid When the project is 50% complete Amount Paid A total or 90% of bid item amount When Paid When the project is 75% complete

The Department retains the remaining 10 percent of bid item amount until the project is completed and the red-lined hard copy plan set showing as-constructed features denoting changes from the original design is provided to the Engineer and verified complete.

3 020567015 Granular Borrow (Plan Quantity) Cubic Yard In final position

4 02083701* 2 Inch SDR-11 Waterline Foot A. Measured along centerline of pipe.

B. Payment includes all costs incidental to the installation of 2” SDR-11 poly waterline.

Includes waterline, fittings, trenching and backfill, and connection to existing waterline. Also includes screen at pond inlet. UTBC and HMA included in other items.

5 02083702* 2 Inch Ball Valve Each A. Measured by each valve.

B. Payment includes all costs incidental to the installation of valve. Includes valve and connection to waterline.

6 02083703* 2 Inch Yard Hydrant Each A. Measured by each.

B. Payment includes all costs incidental to the installation of an Apollo 94ALF-108-01A 2 BRS LF THD FP BV 600# hydrant or approved equal.

C. Includes connection to waterline, fittings, piping, casing, Ford B11-777SW-NL 2 Curb Stop S&W FIP – Stop and Waste valve (or approved equal), excavation and backfill (surfacing included in other items).

7 02083704* Sprinkler Evaporation System Lump A. Measured by lump sum.

B. Payment includes all work necessary to install the sprinkler evaporation system. Item Includes 1” PVC piping, trenching and backfill, fittings, ball valves, drain valve, sprinkler heads, connection to pump and power, and controller box installed inside shed.

8 02216700P Test-Hole Utility (Contingency) Each A. Includes all labor, equipment, and materials to excavate and correctly locate the size and type of existing utilities in and around any areas of excavation, deep installation, or other potential conflicts with other items to be installed. Also includes all labor to accurately survey and record the locations and utility information of each test-hole in the project coordinate system.

B. The number of locations may be reduced, deleted, or increased over the bid quantities from the contract. The price of the actual quantity will be paid at contract unit price if any of these situations occur.

C. Paid for based on number of excavation sites, regardless of size, extent, or method of excavation.

9 02221701P Remove Existing Washrack Lump

A. Measured by lump sum

B. Payment includes all work necessary to remove existing washrack.

C. Salvage all structural material and equipment to the OWNER.

10 02222701* Relocate Existing Brine Equipment Lump A. Measured by lump sum.

B. Payment includes all work necessary to relocate the existing storage tanks, shed, pump and connection lines. This work includes removing tanks from existing location, plugging and abandoning existing connections, backfill and restoration, salvaging equipment for reinstallation.

C. Includes installing storage tank and shed on new concrete, connection to waterline matching existing connections and configuration. Installing pump inside shed.

11 02316702P Roadway Excavation Cubic Yard A. Measured by cubic yard (CY).

B. Payment includes all costs, labor, material, and equipment incidental to excavation including but not limited to sawcutting.

C. Includes excavation of all material within the designated area and removal and disposal of excess material.

D. Exclude from measurement and payment areas or items covered in other payment items.

E. Contractor responsible for any quantity above the specified quantity.

F. Includes cost of state (UDOT) and local permits required outside of property boundaries.

12 02609701* Bollard Each A. Measured by each.

B. Payment includes materials, labor and equipment to install each bollard. Includes excavation, pipe, studs, concrete, paint.

13 02610740P Drainage Pipe – 8 inch, Thermoplastic, Leak-Resistant Foot A. Measured along centerline of pipe.

B. Trench excavation, pipe bedding and backfill as shown in the Standard Drawings are incidental to construction and no separate payment will be made. UTBC and HMA included in other items.

C. Connections to structures or features are incidental to construction and no separate payment will be made.

No separate payment will be made for required inspection and testing.

14 02610741P Drainage Pipe – 12 inch, Thermoplastic, Leak-Resistant Foot A. Measured along centerline of pipe.

B. Trench excavation, pipe bedding and backfill as shown in the Standard Drawings are incidental to construction and no separate payment will be made. UTBC and HMA included in other items.

C. Connections to structures or features are incidental to construction and no separate payment will be made.

No separate payment will be made for required inspection and testing.

15 02633704P Washrack Inlet Each A. Measurement per each.

B. Consists of all necessary labor, materials and equipment required to construct and install a complete drainage structure including but not limited to the following: excavation, subgrade preparation, foundation gravel, backfill, concrete, reinforcing steel, grate and frame and any other items required in drawings or per manufacturers recommendations.

C. The connection to any pipe culvert or other drainage feature will be incidental to construction and no separate payment will be made for this work.

16 026337160 Concrete Drainage Structure 3 ft to 5 ft deep – CB 10 Each A. Consists of all necessary materials required to make a complete drainage structure including but not limited to the following: Concrete, reinforcing steel, grate and frame, manhole steps, and any other items required in standard drawings.

B. The connection to any pipe culvert or other drainage feature will be incidental to construction and no separate payment will be made for this work.

C. The Department will pay a percentage of the unit bid price in addition to the price for each structure, proportional to volume changes (example: a 4 ft deep box increased by 1.5 ft, the percentage of increase in payment is 1.5 ÷ 4 x 100) for any required field changes larger than 1 foot of specified plan dimensions.

D. The Department will make no separate payment for testing upon failure of visual inspection.

17 02640701* Brine Pond – Double Lined with Leak Detection Lump

A. Measured by lump sum.

B. Payment includes all costs incidental to the construction and testing of the brine pond and double leak detection system.

C. Includes all incidental work, labor, material and equipment for preparation and installation of subgrade, bedding sand, two layers of 40 mil RCPE liner (Rhinomat 1000 or approved equal, Geonot (200 GSE Hypernet or approved equal), drainage geotextile, fill material, concrete and reinforcing.

D. No additional payment will be made for water tight seal or seam, including but not limited to liner overlap, seaming installation and seaming testing.

E. Includes material and labor to install waterstops.

F. Includes installation of lower leak detection port consisting of a six inch HDPE pipe, perforated pipe bottom per plan detail, threaded removable plug and a cast iron ring with lid flush to adjacent surface.

G. Includes install of upper leak detection port consisting of a two inch HDPE pipe, 12” wide ADS Advanedge drainage system (or approved equal) with geotextile per manufacturers recommendations and per plan detail, threaded removable plug and a cast iron ring with lid flush to adjacent surface.

H. Includes draining existing pond and properly disposing of salt water.

I. Includes removal and disposal of existing pond and associated features.

18 027217020 Untreated Base Course (Plan Quantity) Cubic Yard A. Calculated using plan quantity.

B. Contractor responsible for any quantity above the specified quantity.

C. Includes labor, material, equipment and compaction

19 027417040 HMA – 3/8 inch Ton Includes aggregates, asphalt binder, hydrated lime, and other additives, etc.

20 02752701P Portland Cement Concrete Pavement 8 inch Thick Square Yard A. Calculated from measured length multiplied by measured width not to exceed plan width.

B. Includes Xypex admixture when required in plans.

C. Concrete does not require a certified batch plant but mix design must be approved prior to placement.

21 02752702P Portland Cement Concrete Pavement 4 inch Thick Square Yard A. Calculated from measured length multiplied by measured width not to exceed plan width.

B. Concrete does not require a certified batch plant but mix design must be approved prior to placement.

22 02776701P 12” Concrete Curb Foot A. Measured by linear foot along TBC (LF).

B. Payment includes all costs incidental to the installation of concrete curb. Including but not limited to concrete and reinforcing.

23 02776702P 4’ Concrete Waterway Foot A. Measured along centerline of waterway.

B. Includes concrete, reinforcing, excavation, subgrade prep, base course.

24 028217008 6 ft Chain Link Fence, Type I Foot A. Measured parallel to the ground along the fence. Includes line posts, less openings.

25 09992701* Washrack Lump A. Measured by lump sum.

B. Payment includes all costs incidental to the construction of the washrack. Includes excavation and preparation of subgrade, untreated base course, concrete slab, footings, structure.

26 16530700P Underground Power Line Foot

A. Includes all materials, equipment, and labor to provide electrical service to the concrete enclosure. Includes all coordination with the power service provider, installation of power service provider required conduit and vaults, wiring, surge protection, rigid metal riser, weatherhead, transformer, disconnects, conduit risers and stand-off brackets, breakers, clamps, conduit, junction boxes, grounding materials, duct seal, pull wire, labor, workmanship, equipment, testing, documentation, and incidental items required for a fully operational system.

VIII. Special Provisions

Section No. Title – Type (current date)

1. 00221S Bidding Contract Time – Innovative Contracting (P+T) Special Provision (Calendar Day Projects) (02/25/20)

2. 00250S Pre-Proposal Conference – Department Special Provision (01/01/17)

3. 00555M Prosecution and Progress – Special Provision (06/27/19)

4. 00700M Schedule and Narrative – Construction Special Provision (01/01/17)

5. 00820M Legal Relations and Responsibility to the Public – Construction

Special Provision (09/24/20)

6. 01282M Payment – Department Special Provision (10/02/2019)

7. 02056M Embankment, Borrow, and Backfill – Department

Special Provision (02/18/2020)

8. 02083S Water Distribution – Project Special Provision (08/05/2020)

9. 02222S Relocate Brine Equipment – Project Special Provision (09/15/2021)

10. 02609S Bollard – Project Special Provision (08/05/2020)

11. 02640S Brine Pond – Project Special Provision (11/13/2020)

12. 02741S Hot Mix Asphalt (HMA) – Materials Special Provision (08/28/19)

13. 02742S Project Specific Surfacing Requirements – Department Special

Provision (06/09/20)

14. 02745M Asphalt Material – Materials Special Provision (11/20/19)

15. 03055S Portland Cement Concrete – Materials Special Provision (10/08/20)

16. 09992S Structural Steel – Project Special Provision (08/05/2020)

17. 09993S Steel Deck – Project Special Provision (08/05/2020)

18. 09994S Grating, Cover Plates, and Handrails – Project Special

Provision (08/05/2020)

February 25, 2020

SPECIAL PROVISION

PROJECT # S-R499(396)

PIN # 19055

SECTION 00221S

BIDDING CONTRACT TIME

Add Section 00221

PART 1 GENERAL

1.1 SECTION INCLUDES

1.2 RELATED SECTIONS

A. Section 00555: Prosecution and Progress

1.3 REFERENCES Not Used

1.4 DEFINITIONS Not Used

1.5 SUBMITTALS Not Used

1.6 TIME COMPONENT

A. Bidders are responsible to complete the project according to the contract times listed in Table 1 and have a final completion by June 30, 2026.

Table 1 A B C D

TIME

SEGMENT

START

MILESTON

E

FINISH

MILESTONE

TIME-RELATED

COST-RATE

Dollars per Calendar Day

(see note 1)

To be determined by Contractor

Substantial Completion -

June 15, NOTE 1: Contract time will be charged during waiting periods and cure times unless otherwise noted.

1.7 DISINCENTIVES RELATED TO “TIME”

A. Document accrued time charges for the duration of the project.

B. Deductions to the Contractor will be based on the actual time taken to reach substantial completion after the work to completed date in the 00555M has passed.

1. Deduction for the disincentive will be made on the first progress payment after the work to be completed date, as defined in the 00555M, has passed.

C. Disincentive

1. The Contractor is assessed a disincentive when substantial completion is not achieved by the completion date as defined in the 00555M.

2. Disincentive is assessed at the rate shown in column D for the amount of days used to achieve substantial completion after the completion date as defined in the 00555M.

3. There is no maximum dollar amount for disincentive charges.

PART 2 PRODUCTS Not Used

PART 3 EXECUTION Not Used

END OF SECTION

January 01, 2017

PROJECT # S-R499(396)

PIN # 19055

SECTION 00250S

PRE-PROPOSAL CONFERENCE

Add Section 00250:

PART 1 GENERAL

1.1 SECTION INCLUDES Not Used

1.2 RELATED SECTIONS Not Used

1.3 REFERENCES Not Used

1.4 DEFINITIONS Not Used

1.5 SUBMITTALS Not Used

1.6 SCHEDULING

A. A mandatory Pre-Proposal Conference will be held at the following time and location:

Date: April 1, 2026 Time: 1:30 pm Location: Fantasy Lane, Panguitch UT Project S-R499(396) / MS4 Improvements – Panguitch Number/Description: Station

B. UDOT representatives will be present to discuss details related to this project.

C. Proposals submitted by Bidders who did not attend the pre-proposal conference will be non-responsive.

PART 2 PRODUCTS Not Used

PART 3 EXECUTION Not Used

June 27, 2019

PROJECT # S-R499(396)

PIN # 19055

SECTION 00555M

PROSECUTION AND PROGRESS

Delete Article 1.7 and replace with the following:

1.7 NOTICE TO PROCEED

A. Proceed with work after receipt of written notice from the Department.

B. Notify the Engineer at least 14 7 calendar days before beginning work.

Delete Article 1.9, paragraph C, subparagraph 1 and replace with the following:

C. Category II Holiday Work

1. Do not perform any work without written approval except for repairing or servicing equipment, protecting work, maintaining or curing concrete, and maintaining traffic on Category II holidays as defined in Section 00570 and as listed below:

a. Memorial Day – from 3 p.m. Friday, May 22th 2026 to 5 a.m.

Tuesday, May 26th 2026.

b.

Delete Article 1.9, paragraph D and replace with the following:

D. Night Work

1. Night work is not permitted unless approved by Engineer.

Add the following paragraphs to Article 1.9:

E. All construction activity and equipment must be confined within the maintenance station Right-of-Way.

F. Clean up and remove waste daily, including excess asphalt.

G. Contact Blue Stakes prior to any excavation activities.

H. Implement Best Management Practices (BMP’s) for sediment control along wetlands, drainages and irrigation ditch/canal locations. Avoid unnecessary earth disturbance. Refer to Standard Specification Section 01571 “Temporary Environmental Controls”.

I. Cultural and Fossil – Discovery of cultural and paleontological items

(non-renewable resources) may be possible during construction activities.

Refer to all standard procedures listed in Supplemental Specification 01355, more specifically Paragraph 1.13.

J. Provide the Station Supervisor with 14 calendar days notice of beginning and ending construction. Coordinate all construction activity in or around the station yard with Station Supervisor. Construction activity must not impede maintenance yard activities.

Gaylen Dalton Rick Debban Station Supervisor Area Supervisor Email: gdalton@utah.gov Email: rdebban@utah.gov Cell: (435) 619-1161 Cell: (801) 910-2110

Riley Champneys Area Engineer Email:

rchampneyys@utah.gov Cell: (435) 680-6707

1. Communicate construction schedule and activities with Station

Supervisor the same time as the Engineer.

2. Communicate any changes to construction schedule and activities with Station Supervisor and Engineer a minimum of 48 hours in advance of implementation.

K. Notify Woodrow Campbell at (801)-536-4353, 14 days prior to the installation of the pond liner.

L. Contractor is responsible for proper disposal of excavated pond sediment, pond waste material, salts, and existing pond water according to local and state regulations. Contractor must provide engineer with disposal documentation.

M. UDOT or its consultant will provide a draft MS4 Compliance Plan, at or prior to the preconstruction meeting. The Contractor is required finalize the mailto:gdalton@utah.gov mailto:rdebban@utah.gov mailto:tmunson@utah.gov

MS4 Compliance Plan and submit to the Engineer for approval. The Contractor is required to follow Standard Specification 01355.

N. Contractor to provide third party testing of material per UDOT standards and requirements.

Delete Article 1.12, paragraph A and replace with the following:

A. Contract time begins on first day of work. First day of work must be within 2 weeks of the notice to proceed.

January 1, 2017

PROJECT # S-R499(396)

PIN # 19055

SECTION 00700M

SCHEDULE AND NARRATIVE

Delete Articles 1.9 and 1.10 and replace with the following:

1.9 BASELINE SCHEDULE AND NARRATIVE

A. Provide the Engineer with a baseline construction schedule meeting the requirements of this section. The schedule format is at the Contractor’s discretion. Possible options include:

1. A schedule created using spreadsheet software

2. A schedule using Oracle’s Primavera P6 or any scheduling software

B. Schedule

1. Provide the Engineer the baseline construction schedule with schedule narrative within 14 calendar days of the Notice to Proceed.

a. Provide one hard copy and one electronic copy, if applicable, in a format acceptable to the Engineer.

2. The Engineer reviews the schedule within 7 calendar days then meets with the Contractor to discuss any concerns.

3. Complete the final baseline schedule and obtain Engineer’s acceptance within 15 calendar days from Notice to Proceed.

a. Address the Engineer’s comments and revise the schedule as necessary to obtain acceptance.

b. No progress payments are made before the Engineer

Accepts the baseline construction schedule.

4. The Contractor is solely responsible for planning and executing the work. Engineer’s acceptance of the baseline schedule does not:

a. Imply approval of any particular construction methods or relieve the Contractor’s responsibility to provide sufficient materials, equipment, and labor to guarantee the completion of the project according to the contract.

b. Attest to the validity of assumptions, activities, relationships, sequences, resource allocations, or any other aspect of the baseline construction schedule.

5. Failure to include any element of work required by the contract in the accepted baseline construction schedule does not relieve the Contractor’s responsibility to perform such work.

6. The baseline construction schedule does not modify the contract requirements.

C. Schedule Requirements

Address the following:

1. Define a complete and logical plan, consistent with how the project was bid, that can realistically accomplish the work defined in the contract.

2. Include sufficient activities for adequate planning.

3. Define the continuous critical path. Begin at Notice to Proceed and end at Physical Completion.

4. Clearly and uniquely define each activity.

5. Define the duration of each activity.

6. Clearly identify the relationships or order of activities.

D. Schedule Narrative Requirements

1. Provide a schedule narrative that describes:

a. The construction philosophy supporting the approach to the work outlined in the schedule.

b. Potential problems that may impact the scheduled completion date along with proposed solutions.

c. Coordination requirements with other entities.

d. Production rates and crew requirements, as bid by the contractor, for all major activities.

e. The work calendar used (like calendar days or work days) and holidays taken.

2. Certify that the baseline schedule represents how the work was bid or explain how it is different.

E. All costs to maintain the project schedule are solely the Contractor’s obligation and at no additional cost to the Department.

1.10 SCHEDULE UPDATE AND NARRATIVE

A. Update the construction schedule regularly at intervals agreed to by the Engineer.

1. Show actual start and finish dates

2. Show impact of issues encountered

B. Provide the Engineer with one hard copy and one electronic

(if appropriate).

C. Meet with the Engineer within seven calendar days of the update submittal to discuss all schedule related issues; specifically issues that may result in a request for added time or additional costs.

September 24, 2020

SECTION 00820M

LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

Delete Article 1.4 and replace with the following:

1.4 Definitions

A. County Survey Monument – A government survey monument or public land survey government corner location

Delete Article 1.8 and replace with the following:

1.8 PERMITS, LICENSES, AND TAXES

A. Acquire all permits and licenses, pay applicable fees and taxes, and give required notices before beginning work governed by a permit:

1. County Survey Monument Permits.

a. The Department will reimburse for permit fees.

1) Reimbursement is equal to the county permit fee when disturbance of a monument is anticipated.

2) Reimbursement is equal to the county permit fee minus the $250 partial refund when disturbance of monument is not anticipated.

3) Provide the invoice from the county showing fees paid for reimbursement

b. Obtain permit before beginning work within 30 ft of an established survey monument.

Add Article 1.20:

1.20 Prohibition on Certain Telecommunications and Video Surveillance

Services or Equipment.

A. The Contractor certifies conformance and continued conformance with Public Law 115–232, § 889 and 2 CFR § 200.216.

October 2, 2019

SECTION 01282M

PAYMENT

Delete Articles 1.8 C and replace with the following:

1.8 PROGRESS PAYMENTS

C. The Department deducts and retains five percent from the total value of work until after the entire contract has been completed in an acceptable manner with the following exceptions:

1. The Engineer may prepare a semi-final estimate with the consent of the surety from which the Department retains 1.5 percent of the total work complete to date when no less than 95 percent of the total work has been completed.

2. The Department certifies the remainder for payment, less previous payments.

February 18, 2020

SECTION 02056M

EMBANKMENT, BORROW, AND BACKFILL

Add Article 1.2 Paragraph B

B. Section 02721: Untreated Base Course (UTBC)

Delete Article 1.5 Paragraph B and replace with the following:

B. Engineering proposal for alternate materials or trench configurations for drainage pipe bedding and pipe backfill as outlined in this Section, Article

2.4 B.

Delete Article 2.2 Paragraph B and replace with the following:

B. Granular Borrow

1. Classification A-1-a. Refer to AASHTO M 145

2. Non-plastic.

3. Meet gradation requirements in Table 1.

Table 1

Granular Borrow Gradation Option 1 Sieve Size Percent Passing

3 inch 90 - 100 1 inch 60 - 100 1/2 inch 30 - 80 No. 4 25 - 65 No. 10 0 - 50 No. 40 0 - 30 No. 200 0 - 15

4. UTBC meeting the requirements of Section 02721 may be used upon approval of the Engineer.

Delete Article 2.2 Paragraph D and replace with the following:

D. Free-Draining Granular Backfill

1. Meet the following gradation:

Table 2 Free Draining Granular Backfill Gradation

Sieve Size Percent Passing 1½ inch 90-100 1 inch 20-55 ¾ inch 0-15 ⅜ inch 0-5

August 5, 2020

SECTION 02083S

WATER DISTRIBUTION

Add Section 02083:

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Site water piping and fittings including domestic potable waterline and fire protection system supply waterline, valves, and fire hydrants.

1.2 RELATED SECTIONS

A. Section 02056: Embankment, Borrow, and Backfill

B. Section 02317: Structural Excavation

1.3 REFERENCES

A. The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by the basic designation only

B. American Society of Mechanical Engineers (ASME)

1. ASME B 16.22 - Wrought Copper and Copper Alloy Solder Joint Pressure Fittings

C. ASTM International (ASTM)

1. ASTM B88 - Seamless Copper Water Tube.

2. ASTM D1784 - Rigid Poly (Vinyl Chloride) (PVC) Compounds and

Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds.

3. ASTM D2241 - Poly (Vinyl Chloride) (PVC) Pressure-Rated Pipe

(SDR-Series).

4. ASTM D2564 - Poly (Vinyl Chloride) (PVC) Solvent Cement.

5. ASTM D2672 - Poly (Vinyl Chloride) (PVC) Integrally Molded Bell

Ends For Solvent - Cemented Pipe Joints.

6. ASTM D3139 - Joints for Plastic Pressure Pipes using Flexible

Elastomeric Seals.

7. ASTM F477 - Elastomeric Gaskets And Lubricant.

8. ASTM F656 - Poly (Vinyl Chloride) (PVC) Cement Primer.

D. American Water Works Association (AWWA)

1. AWWA C104 - Cement-Mortar Lining for Ductile-Iron Pipe and

Fittings for Water.

2. AWWA C105 - Polyethylene Encasement for Ductile Iron Piping for

Water and other Liquids.

3. AWWA C116 - Protective Fusion-Bonded Epoxy Coatings for the

Interior and Exterior Surfaces of Ductile-Iron and Gray-Iron Fittings for Watersupply Service.

4. AWWA C151 - Ductile-Iron Pipe, Centrifugally Cast, for Water or Other Liquids.

5. AWWA C153 - Ductile-Iron Compact Fittings for Water Service.

6. AWWA C504 - Rubber-Seated Butterfly Valves.

7. AWWA C509 - Resilient-Seated Gate Valves for Water Supply

Service.

8. AWWA C550 - Protective Interior Coatings for Valves And

Hydrants.

9. AWWA C600 - Installation of Ductile-Iron Water Mains and

Appurtenances.

10. AWWA C605 - Installation of Polyvinyl Chloride (PVC) Pressure

Pipe and Fittings for Water.

11. AWWA C651 - Disinfecting Water Mains.

12. AWWA C900 - Polyvinyl Chloride (PVC) Pressure Pipe, 4 Inches

Through 12 Inches, for Water Distribution

E. National Fire Protection Associations (NFPA)

1. NFPA 24 - Installation of Private Fire Service Mains and their

Appurtenances.

1.4 QUALITY ASSURANCE

A. Products, where marked for compliance with code or test standards, shall also mark specific standard as required in the Contract Documents The publications.

B. Perform installation in accordance with utility company or municipality requirements.

C. Valves: Mark manufacturer's name and pressure rating on valve body.

D. Perform disinfection of potable lines in accordance with AWWA C651.

1.5 SUBMITTALS

A. Furnish 1 copy of results of meter test and hydrostatic pressure test to Owner, Owners Civil Engineering Consultant (CEC), and utility company upon completion of water distribution backfilling operations.

B. 1. Bacteriological report: Record the following:

a. Date issued, project name, testing laboratory name, address, and telephone number.

b. Time and date of water sample collection.

c. Name of person collecting samples.

d. Test locations.

e. Initial and 24 hour disinfectant residuals in ppm for each outlet tested.

f. Coliform bacteria test results for each outlet tested.

g. Certification that water conforms, or fails to conform, to bacterial standards.

h. Bacteriologist’s signature and authority.

2. Accurately record actual locations of piping mains, valves, connections, and top of pipe elevations.

3. Identify and describe unexpected variations to subsoil conditions and location of uncharted utilities.

C. Submit hardware specifications sheets for approval prior to use for all pipe, casings, fittings, valves, and hydrants.

PART 2 PRODUCTS

2.1 PIPE

A. Pipe sizes less than 3-inches that are installed below grade and outside building shall comply with one or combination of following:

1. Seamless Copper Tubing: Type "K" soft copper, ASTM B88.

a. Fittings: Wrought copper (95-5 Tin Antimony solder joint), ASME B 16.22.

2. Polyvinyl Chloride (PVC) Water Pipe: Pipe, ASTM D 2241, continually marked with manufacturer's name, pipe size, cell classification, SDR rating, and ASTM D1784 material classification.

a. Pipe joints: Integrally molded bell ends, ASTM D2672.

b. Cement primer: ASTM F656.

c. Solvent cement: ASTM D2564.

B. Pipe sizes 4 to 16 inches that are installed below grade and outside building shall comply with one or combination of following:

1. Ductile Iron Water Pipe: AWWA C151, Pressure class 350 (4-12”)

Pressure Class 250 (14-16”).

a. Fittings: Either mechanical joint or push-on joint, AWWA C153, and shall be coated with a 6-8 mil nominal thickness fusion bonded epoxy conforming to the requirements of AWWA C550 and C116, or cement mortar lined in accordance with AWWA C104.

b. Elastomeric gaskets and lubricant: ASTM F477.

2. Polyvinyl Chloride (PVC) Water Pipe: Pipe, AWWA C900, rated DR

18 (Class 150), continually marked as required.

a. Elastomeric gaskets and lubricant: ASTM F477 for smaller pipes.

b. Pipe joints: Integrally molded bell ends, ASTM D3139.

2.2 VALVES

A. Gate Valves, 2-Inches and Larger:

1. Manufacturer and Model: Mueller Resilient Wedge Gate Valves or approved equal.

2. AWWA C509, iron body, non-rising stem with square nut, single wedge, resilient seat, flanged or mechanical joint ends, control rod, post indicator where indicated on Construction Drawings, extension box and valve key.

B. Ball Valves, 2-Inches and Smaller:

1. Manufacturer and Model: Mueller Oriseal or approved equal.

2. Brass body, teflon coated brass ball, rubber seats and stem seals, Tee stem pre-drilled for control rod, AWWA compression inlet end, compression outlet with electrical ground connector, with control rod, extension box and valve key.

C. Butterfly Valves, From 2-Inch to 24-Inch: AWWA C504, Iron body, bronze disc, resilient replaceable seat, water or lug ends, infinite position lever handle.

D. Check Valves, Post Indicator Valves, And Backflow Preventors

1. Refer to Section 13900 - Fire Suppression in Architectural/Building Specifications.

2.3 FIRE HYDRANTS

A. Fire Hydrants: Type as required by utility company/Local Fire Department and as shown on Construction Drawings.

B. Hydrant Extensions: Fabricate in multiples of 6-inches with rod and coupling to increase barrel length.

C. Hose and Steamer Connections: Match sizes with utility company, with two hose nozzles, one pumper nozzle.

D. Finish: Apply primer and 2 coats of enamel or special coating to color as required by utility company.

2.4 ACCESSORIES

A. Thrust Blocking: Place 2500 psi concrete to provide sufficient bearing area to transmit unbalanced thrust from bends, tees, caps, or plugs to undisturbed soil without loading undisturbed soil in excess of 2,500 pounds per square foot when water main pressure is 100 psi.

MINIMUM THRUST BLOCKING BEARING AREAS

Pipe Diameter

Tees Sq. Ft

90° Bend Sq. Ft

45° Bend Sq. Ft

22½° Bend Sq. Ft.

11¼° Bend Sq. Ft.

5 5/8 Bend Sq. Ft.

Cap/Plug Sq. Ft.

3" 1.0 1.0 1.0 1.0 1.0 1.0 1.5 4" 1.0 1.0 1.0 1.0 1.0 1.0 2.0 6" 1.5 2.0 1.0 1.0 1.0 1.0 3.0 8" 2.5 3.5 1.8 1.0 1.0 1.0 4.0 10" 4.0 5.5 2.8 1.5 1.0 1.0 6.0 12" 6.0 8.0 4.0 2.0 1.5 1.0 8.5 14" 8.0 11.0 5.5 3.0 2.0 1.5 12.0 16" 10.0 14.2 7.0 4.0 3.0 2.5 15.0 18" 21.0 21.0 12.0 6.0 4.0 3.5 24.0

B. Locked mechanical joint fittings shall be installed where vertical changes in direction are required and, if approved by Owner and governing authority, can be installed in lieu of above thrust blocking requirements.

C. Polyethylene Encasement: Single layer of two-ply cross-laminated high density polyethylene encasement per AWWA C105, Section 4.1.2, Type III, Class C (Black), Grade 33, tensile strength 5,000 psi minimum, elongation 100 percent, thickness nominal 0.004 inch (4 mil).

D. Trace Wire: Magnetic detectable conductor, (#12 Copper) brightly colored plastic covering imprinted with “Water Service” in large letters.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that building service connection and municipal utility water main size, location, and depth are as indicated on Construction Drawings.

3.2 PREPARATION

A. Ream pipe and tube ends and remove burrs.

B. Remove scale and dirt, on inside and outside, before assembly.

C. Prepare pipe for connections to equipment with flanges or unions.

D. Protect benchmarks, property corners, and other survey monuments from damage or displacement. If marker needs to be removed it shall be referenced by licensed land surveyor and replaced, as necessary, by same.

3.3 TRENCHING AND BEDDING

A. Excavate pipe trench and place bedding material in accordance with

Section 02300.

3.4 INSTALLATION – PIPE AND FITTINGS

A. Maintain separation of water main from sanitary and storm sewer piping in accordance with state or local codes.

B. Install ductile iron pipe and fittings in accordance with AWWA C600.

C. Install PVC pipe and fittings in accordance with AWWA C605.

D. Ductile iron pipe and fittings shall be installed with polyethylene encasement around the pipe for the entire length of the project except where water main is within steel casing or is concrete encased. Install polyethylene encasement in accordance with AWWA C105, Method A.

E. Install pipe to allow for expansion and contraction without stressing pipe or joints or as specified by pipe manufacturer.

F. Install access fittings in accordance with local codes to permit disinfection of water system performed under this Section.

G. Connections with Existing Pipelines: Where connections are made between new work and existing piping, make connection using suitable fittings for conditions encountered. Make each connection with existing pipe at time and under conditions with least interference with operation of existing pipeline and in compliance with local utility company.

H. Form and place concrete for thrust blocks or other specified methods of retainage at each change of direction or end of pipe main.

I. Place pipe to depth in accordance with Section 02300.

J. Backfill trench in accordance with Section 02300.

K. Install trace wire continuous over top of non-metal pipe. Bury a minimum of 6 inches below finish grade, and above pipeline.

3.5 INSTALLATION - VALVES AND HYDRANTS

A. Install gate valves as indicated on Construction Drawings. Support valve on concrete pads with valve stem vertical and plumb. Install valve boxes in manner that will not transmit loads, stress, or shock to valve body. Center valve box over operating nut of valve vertical and plumb. Securely fit valve box together leaving cover flush with finished surface.

B. Install fire hydrant assemblies as indicated on Construction Drawings in vertical and plumb position with steamer/pumper nozzle pointed perpendicular to traffic where hydrant is adjacent to street, roadway, or parking lot drive or toward protected building unless otherwise directed by local authorities. Support hydrant assembly on concrete pad and firmly brace on side opposite inlet pipe against undisturbed soil and concrete blocking. Place minimum of 6-cubic feet of crushed stone or gravel around hydrant base and barrel after thrust blocking has cured at least 24 hours.

Maintain vertical position of hydrant backfilling and compacting.

3.6 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM

A. Disinfect distribution system with chlorine before acceptance for domestic operation. Chlorine dosage shall be not less than 50 parts per million.

Flush lines before introduction of chlorinating materials and after contact period of not less than 24 hours. Flush with clean water after contact period until residual chlorine content is not greater than 1.0 part per million. Flush water discharged from water supply lines or hydrants shall not be allowed to discharge directly onto exposed soil or turf which could result in erosion of soil. If potential for erosion exists at discharge point, measures shall be taken to prevent erosion.