A002 UT FLAP WEB 10(1).pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

2. AMENDMENT/MODIFICATION NUMBER

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION:

9A. AMENDMENT OF SOLICITATION NUMBER

5. PROJECT NUMBER (If applicable)

9B. DATED (SEE ITEM 11)

A002 HFLCEO250325PR

6982AF25B000014

10/2/25

11/12/25

IFB

Remove and replace pages E-1 thru E-94 with attached pages E-1 thru E-98.

Laura Slauter

UT FLAP WEB 10(1)

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SPECIAL CONTRACT REQUIREMENTS

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges, on Federal Highway Projects (FP-14), U.S. Department of Transportation, Federal Highway Administration.

Section 101. — TERMS, FORMAT, AND DEFINITIONS

101.03 Abbreviations.

(a) Acronyms. Add the following:

CDR – Contractor’s Daily Record GSA – General Services Administration BSA – Boy Scouts of America SRWU – Segmental Retaining Wall Unit

(b) US Customary abbreviations and symbols. Delete the text and substitute the following:

ºF — degrees Fahrenheit temperature A — ampere electric current

ac. — acre area BTU — British Thermal Unit energy

cu. in. or in3 — cubic inches volume

cu. ft., cf, ft3 or CUFT — cubic feet volume

cu. yd., cy, yd3 or CUYD — cubic yards volume D — day time deg. or º — degree plane angle Fc — foot-candles luminous intensity

fl. oz. — fluid ounces volume

ft. or ' — foot or feet length gal. or GAL — gallon volume H — Henry inductance

hr. or HR — hour time Hz — hertz (s-1) frequency

in. or " inch or inches length K — kelvin temperature lb or LB, lbs — pound, pounds mass Lbf — pound-force force lnft or LNFT linear foot length

mi. — miles length min. or m — minute time

Amendment A002 11.12.2025

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oz. — ounces mass Psi — pounds/square inch pressure Q — cubic feet/second flow rate sec. or s — second time sec. or " — second plane angle

sq. in. or in2 — square inches area

sq. ft., sf, ft2 or SQFT — square feet area

sq. yd., sy, yd2 or SQYD — square yards area T — short ton (2000 lbs) mass V — volt (W/A) electric potential W — watt (J/s) power yd or YD — yard or yards length Ω — ohm V/A electric resistance

(c) Metric unit abbreviations and symbols. Delete the text and substitute the following:

A — ampere electric current Cd — candella luminous intensity oC — degree Celsius temperature D — day time deg. or º — degree plane angle g or gram — gram mass H — Henry inductance Ha — hectare area

hr. or HR — hour time Hz — hertz (s-1) frequency J — Joule (N.m) energy K — kelvin temperature Kg — kilogram mass L — liter volume Lx — lux illuminance M — meter length mm — millimeter length m2 — meter squared area m3 — cubic meter volume min. or m — minute time min. or ' — minute plane angle N — Newton (kg.m/s2) force Pa — Pascal (N/m2) pressure sec. or s — second time sec. or " — second plane angle T — metric ton Mass

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V — volt (W/A) electric potential W — watt (J/s) Power Ω — ohm V/A electric resistance

101.04 Definitions. Delete the definition of (c) Supplemental agreement under Contract Modification.

Add the following:

Masterworks — A web-based system used by the Government, Contractors, and Subcontractors on this Government contract to prepare CDRs, measurement notes (pay notes and field measurement documentation), and transmit submittals, and documents and drawings.

Roadway Prism Delete the text and substitute the following:

Roadway Prism – The area between the original terrain cross-section and the final design cross-section.

Subcontractor Delete the text and substitute the following:

Subcontractor – An individual or legal entity with which the Contractor sublets part of the work.

This includes subcontractors and material suppliers at any tier.

Section 102. — BID, AWARD, AND EXECUTION OF CONTRACT

102.02A Physical Data. (Added Subsection).

Data and information furnished or referred to below is for the Contractor's information. The Government will not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by:

1. Causey Reservoir Access, Pavement and Materials Report, July 2025

2. Causey Reservoir Access, Final Geotechnical Report, July 2025

3. Causey Reservoir Access, Final Hydraulics Report, May 30, 2025

(b) Weather conditions - Contact National Weather Service

(c) Transportation facilities – N/A

(d) Files listed in Section 152.04 – Physical Data.zip

103.05 Partnering. Delete the third paragraph and substitute the following:

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If the partnering offer is accepted, mutually agree with the CO on the level of organizational involvement and the need for a professional to facilitate the partnering process. Engage the facilitator and other resources for key Contractor representatives and the CO to attend a partnership development and team-building workshop. Hold additional progress meetings upon mutual agreement.

Section 104. — CONTROL OF WORK

Add the following after Subsection 104.02:

104.02A Electronic Documentation. Provide documents and drawings electronically using Masterworks.

Request the Masterworks User Account Form (Form Masterworks-001) and submission instructions. Complete and electronically submit Form Masterworks-001 for each individual requiring Masterworks access. Allow 7 days for system access.

Contact the CO to schedule a training session on the use of Masterworks. The virtual training session will be either a video presentation or live training as determined by the CO. The Contractor is responsible for training additional staff that were not present during the original training session.

Maintain active Masterworks accounts for all Contractor staff who use Masterworks. Notify the CO within 24 hours after an account holder is reassigned or no longer employed by the Contractor and submit a Form Masterworks-001 requesting their account be disabled.

Provide documents and drawings in their native file format (the format produced by the software that the document and drawing was created in) upon request.

Documents and drawings include but are not limited to correspondence, submittals, measurement notes, reports, plans, diagrams, qualifications, certifications, payrolls, schedules, invoices, mix designs, job-mix formulas, test results, notifications, requests, permits, and agreements.

Provide a resolution quality with color, text, and lines clearly discernible. Submit each document and drawing in an individual file. Name files with a unique document name.

Documents and drawings delivered after 5:00 pm local time will be considered received on the next business day.

The CO will reject documents that are unreadable, corrupted, illegible, or include malicious content.

104.02B Signatures for Electronic Documentation. Sign documents requiring a signature by electronic signature or by wet signature.

(a) Definitions.

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(1) Electronic signature. A computer data compilation of symbols or series of symbols executed, adopted, or authorized by an individual to be the legally binding equivalent of the individual’s handwritten signature.

(2) Wet signature. A signature of ink from pen, or a scanned copy of an actual signature of ink from pen.

(b) Electronic signature. Unless the CO requests a wet signature, an electronic signature may be provided. Assume responsibility for the validity of electronic signatures. The Government will assume that the authorized individual’s electronic signature is authentic.

Provide electronic signatures in the following formats:

(1) A digital signature from an encryption application;

(2) A digitized image of a paper signature; or

(3) A unique form or individual identification that can be used as a means of authenticating a record, record entry, or document.

(c) Wet signature. After signing a document by wet signature, scan the complete document into an electronic format.

104.03 Specifications and Drawings.

Amend as follows:

Delete subsection (b)(2)(i) and substitute the following:

(i) Concrete box culvert, headwall, and wingwall details;

Section 105. — CONTROL OF MATERIAL

105.01 Source of Supply and Quality Requirements. Add the following:

Materials containing petroleum-based solvents such as cutback asphalts and traffic paints may be restricted from use by local laws or ordinances in certain geographic areas. Upon presenting proof of such restrictions, alternate materials considered acceptable to the CO may be substituted for the materials specified in the contract.

Add the following:

Certify, according to Subsection 107.10 (d)(2), that sources of rock, sand, gravel, earth, subsoil, or other natural material imported into the project construction limits are noxious weed free.

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105.04 Storing and Handling Material. Add the following after the third sentence of the second paragraph:

For Contractor-located, non-commercial staging, storing, and material handling areas, secure environmental clearances according to Subsection 107.10.

Add the following:

The Contractor may use the area just west of Weber Memorial Entrance (within the County’s prescriptive easements) for a staging and storage area with no duration restrictions. Shape waste quantity to drain and do not apply seed and mulch. The Skull Crack Trailhead Parking Lot (ST 329+00), Causey Reservoir Overflow Lot (north of ST 302+00), and the Overflow Parking Lot west of the intersection of Skull Crack Road and Causey Dam Overlook Road may be used one at a time for staging. These parking areas may not be closed for the full duration of the construction activities. Each must be reopened to the public for a minimum of one continuous week during each construction season. Coordinate use of the Skull Crack Trailhead Parking Lot and Overflow Parking Lot as staging areas with USFS construction activities as outlined in SCR

108.01. Obtain approval by the CO prior to use.

Use all products according to the manufacturer’s recommendations for handling, storage, and disposal. Follow the requirements of FAR Clause 52.236-10 Operations and Storage Areas and FAR Clause 52.236-12 Cleaning Up. Maintain the staging and storage areas in a clean, neat, and orderly condition satisfactory to the CO.

Store construction materials within the limits indicated on the contract drawings. Properly store materials according to the applicable permit and the requirements in Section 107, 157, 203, 204, 624, and 625. Check the storage areas weekly and according to the applicable permit.

Store construction, building and waste materials, and containers in designated areas indoors or protect with a suitable covering.

Submit a site map showing the material storage and stockpile locations at least 14 calendar days prior to the start of construction activities.

Keep the manufacturer’s MSDS, an inventory of the material, and emergency numbers near the storage area. Take appropriate measures to ensure that incompatible chemicals are not stored next to each other.

Section 106. — ACCEPTANCE OF WORK

106.01 Conformity with Contract Requirements. Delete (a) and (b) and substitute the following:

(a) Disputing Government test results. If the accuracy of Government test results is disputed, promptly inform the CO. If the dispute is unresolved after reasonable steps are taken to resolve

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(1) Sampling method

(2) Number of samples

(3) Sample transport

(4) Test procedures

(5) Testing laboratories

(6) Reporting

(7) Estimated time and costs

(8) Validation process

(b) Alternatives to removing and replacing non-conforming work. As an alternative to removal and replacement, the Contractor may submit a written request to:

(1) Have the work accepted at a reduced price; or

(2) Be given permission to perform corrective measures to bring the work into conformity.

The request must contain supporting rationale and documentation. Include references or data justifying the proposal based on an evaluation of test results, effect on service life, value of material or work, quality, aesthetics, and other tangible engineering basis. The CO will determine disposition of the nonconforming work.

Add the following after (b):

The number of significant figures used in the calculations will be according to ASTM E 29, absolute method.

Where sample/testing procedures make reference to AASHTO, ASTM, or other standards (designated as FLH T), the procedure as modified in the Materials Manual shall govern. Where the specifications make reference to AASHTO Test T11, “Procedure B - Washing Using a Wetting Agent” shall be the procedure followed.

Where the specifications make reference to AASHTO Test T310, “Direct Transmission Method of In-Place Nuclear Density and Moisture Content” shall be the procedure followed.

106.02 Visual Inspection. Delete the Subsection and substitute the following:

106.02 Visual Inspection. Acceptance is based on visual inspection of the work for compliance with the contract requirements. In the absence of specific contract requirements or tolerances, use prevailing industry standards.

106.03 Certification. Add the following after the second paragraph:

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See Table 106-3 for schedule for full or partial acceptance by material certification. Submit certification and sample of material for testing as required.

Delete the third paragraph and substitute the following:

Check certifications before incorporating the material into the work to ensure that the requirements of the contract have been met. Mark the certifications with the following information:

• Project number and name;

• Pay item number and description;

• Contractor signed certification stating “to the best of our knowledge the materials certified by the attached certification represent the materials incorporated into the work of this contract”; and

• Date.

106.03(a) Production certification. Delete subsection (3) and substitute the following:

(3) Substantiating evidence that the material conforms to the contract quality requirements, including the following:

(a) Test results on material from the same lot and documentation of the inspection and testing system;

(b) A statement from the manufacturer that the material complies with the contract;

and

(b) Manufacturer’s signature or other means of demonstrating accountability for the certification.

Table 106-3 Schedule For Full or Partial Acceptance by Materials Certification. Add Table 106-3 following Table 106-2.

Table 106-3 Schedule For Full or Partial Acceptance by Materials Certification

Section Description Material Material Property Or Specification

Frequency Certification Sample

302 Minor Crushed Aggregate Crushed Aggregate Source, Quality and Gradation 1 per source 1 per source

312 Dust Palliative

Calcium Chloride Magnesium Chloride, Lignosulfonate, As specified 1 per shipment First shipment

403 Asphalt Concrete Aggregate Asphalt Mix

Source quality, Gradation, Stability, and Grade

1 per mix 1 per source

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Section Description Material Material Property Or Specification

Frequency Certification Sample

634 and

Permanent Pavement Markings, Temporary Traffic Control

634.02 as applicable, 635 as applicable As specified 1 per source -----

701 Hydraulic Cement

Portland Cement, Blended Hydraulic Cement, Masonry and Mortar Cement

AASHTO M 85, M

240, ASTM C 91 and ASTM C1392 as applicable

1 per shipment 1 per 100 tons

702.01 Asphalt Material Asphalt Cement

AASHTO M 226

or M 320, as applicable

1 per shipment 1 per shipment

702.02 Asphalt Material Emulsified Asphalt

AASHTO M 140

or

M 208 as applicable

1 per shipment 1 per shipment

702.03 Asphalt Material

Asphalt Materials used for Damproofing and Waterproofing

Concrete and Masonry Surfaces

As specified for each type of asphalt material 1 per shipment -----

702.05 Antistrip As specified As applicable 1 per shipment -----

706 Concrete and Plastic Pipe As specified As applicable 1 per shipment -----

707 Metal Pipe As specified As applicable 1 per shipment ----- 708 Plastic Pipe As specified As applicable 1 per shipment -----

709 Reinforcing and Prestressing Steel As specified As applicable 1 per shipment

For 709.01 submit 3, 1-yard (1-meter) bars of each size and grade of bar furnished.

709.02 submit

6-foot (2-meter) length for each size furnished

710 Fence and Guardrail As specified As applicable 1 per shipment -----

Concrete Curing

Material and Admixtures

As specified As applicable 1 per material source per material type

712 Joint Material (all) As specified As applicable 1 per shipment -----

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Section Description Material Material Property Or Specification

Frequency Certification Sample

Roadside

Improvement Materials (all)

As specified As applicable 1 per shipment -----

714 Geosynthetic Material (all) As specified As applicable 1 per shipment 1 per project per type 715 Piling As specified As applicable 1 per shipment -----

716 Material for Timber Structures

Timber and Hardware As applicable 1 per shipment -----

717 Structural Metal As specified As applicable 1 per shipment

717.01(e) minimum

6 per shipment for each size used.

717.10 1 per project

Traffic Signing and Marking Material (all)

As specified As applicable 1 per shipment -----

719 Paint As specified As applicable 1 per batch\lot

1 sample for quantities

> 25 gallons (100L)

Structural Wall and Stabilized Embankment Material (all)

As specified As applicable 1 per shipment per material type

Electrical and Illumination Material (all)

As specified As applicable 1 per shipment per material type

722 Anchor Material As specified As applicable 1 per shipment per material type

725 Miscellaneous materials As specified As applicable

1 per shipment per material type

Section 107. — LEGAL RELATIONS AND RESPONSIBILITY TO THE

PUBLIC

107.01 Laws to be Observed. Add the following:

(a) Section 401 and Section 404 of the Clean Water Act. Comply with the terms and conditions of any permits that authorize the discharge of dredged or fill material in waters of the U.S., including Section 404 permits and Section 401 water quality certifications. See the

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Appendix for permits for the Stream Alteration Permits (24-35-49SA and 24-35-50SA and the Nationwide Permit Number 14, Linear Transportation Projects

(b) National Pollutant Discharge Elimination System (NPDES). Comply with the requirements of the applicable Utah General Construction (Storm Water): UPDES Permit.

(CGP) Create an account in NeTCGP on line (directions in the Utah Department of Environmental Quality CGP website) and submit a Notice of Intent requesting authorization for coverage under a CGP. Prepare a Stormwater Pollution Prevention Plan (SWPPP) according to Section 157. If the current State authorized CGP expires during the contract, amend the SWPPP when a new permit goes into effect to meet new permit conditions.

Allow 60 days from submittal of NOI to issuance of permit.

(1) General. Designate a qualified Erosion Control Supervisor according to Subsection

157.03. Obtain a separate NPDES permit associated with industrial activity for any mobile asphalt and concrete plants that provide material for the project. Provide a copy of the permit and acknowledgement letter to the CO for their records.

(2) Notice of Intent (NOI). After the SWPPP is approved, file the NOI as a primary operator in the NeTCGP online system. Allow a minimum regulatory review period of 30 days from submittal of NOI Provide a copy of the NOI and confirmation letter to the CO.

Post all project authorization numbers near the entrance to the site and on the bulletin board.

(3) Payment of permit fees. Submit the appropriate permit fees for both the contractor and government as listed on the Utah Department of Environmental Quality CGP website.

Permits are good for one year. Pay all applicable renewal fees required for both the Contractor and Government to the regulatory agency.

(4) Notice of Termination (NOT). When all Utah State restoration requirements have been met file a NOT in the NeTCGP on line system. The CGP is terminated when accepted and confirmed by the State.

107.02 Protection and Restoration of Property and Landscape.

Add the following at the end of this subsection:

The locations of the utilities shown in the plans have been certified to a Quality Level C, according to the CFLHD Utility Data Quality Certification requirements:

http://flh.fhwa.dot.gov/resources/row/cfl/documents/UtilityDataQualityLevelCertification.doc

Table 107-1 Status of Utilities

Company Utility Type Contact Name Phone Number Status 1, 2, 3, or 4 http://flh.fhwa.dot.gov/resources/row/cfl/documents/UtilityDataQualityLevelCertification.doc

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1 Rocky Mountain Power Overhead Electric

David Van Tassell

801-247-0675 4

2 Lumen (Beaver Creek on Causey Road)

Underground Fiber

John Quintana

801-589-5850 3

3 Lumen (Wheat Grass Canyon Road)

Underground Fiber

John Quintana

801-589-5850 41

1 Boy Scouts of America will no longer use the underground fiber along Wheat Grass Canyon Road. If underground fiber line is encountered along Wheat Grass Canyon Road during construction, it may be removed.

Status 1: The utilities are in conflict with the project and require relocation by others during construction.

Status 2: The utilities are in conflict with the project and require relocation by the Contractor during construction.

Status 3: The utilities are in conflict with the project and require relocation by others before construction.

Status 4: The utilities are located within the project rights of way but require no relocation.

107.05 Responsibility for Damage Claims. Delete the first sentence of the third paragraph and substitute the following:

Before work begins, submit “certificates of insurance” certifying that the policies will not be changed or canceled until 30 days written notice has been given to the Government.

107.08 Sanitation, Health, and Safety. Delete the first paragraph and substitute the following:

Follow the requirements of FAR Clause 52.236-13 Accident Prevention, Alternate 1. Submit an accident prevention plan.

107.10(a) Federal Water Pollution Control Act (Clean Water Act) 33 USC § 1251 et seq. Add the following:

(4) Do not ford running streams with construction equipment. Obtain approval from the CO to use temporary bridges or other structures whenever crossings are necessary.

(5) Locate machinery servicing and refueling areas away from streambanks, wetlands, shorelines, lakes, and reservoirs to reduce the possibility and minimize the impacts of accidental spills or discharges.

107.10(b) Oil and hazardous substances. Delete the third and fourth paragraphs and substitute the following:

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Do not use equipment with leaking fluids. Repair equipment leaks immediately. Keep absorbent material manufactured for containment and cleanup of hazardous material on the job site. Sand and soils are not approved absorbent materials.

Notify the CO of hazardous spills. Report the spill to the appropriate federal, state, and local authorities as required by the SPCC plan or hazardous spill plan.

107.10(c) Dirt, plant, and foreign material. Add the following:

All vehicles and equipment entering the project area must be clean of noxious weeds and free from oil leaks and are subject to inspection. Thoroughly wash construction equipment, including the undercarriage and any surface where soil containing exotic seeds may exist.

Allow the CO to inspect each piece of equipment before entering the project. Provide the cleaning and inspection records to the CO.

107.10(d) Clearances for Contractor-selected, noncommercial areas. Add the following to the end of the first paragraph:

Use rock, sand, gravel, earth, subsoil, or other natural materials from a Contractor-selected non-commercial materials source that has been certified free of noxious weeds. Materials imported into the project limits which do not include a noxious weed free certification may be rejected and ordered to be removed from the project limits. The CO has the discretion of requesting inspection of certified materials by a third party and rejecting the use of the source if noxious weeds or seeds thereof are found to be present.

Add the following after Subsection (4):

(5) Any required certifications.

Add the following:

107.10(e) Project-specific commitments.

(1) Provide a qualified biologist according to Subsection 623.03(b) to perform the following:

(a) Conduct pre-construction nest surveys within the clearing limits if vegetation clearing or construction on structures will occur within the breeding season (from March 1 to August 31). Survey vegetation and suitable nesting structures, including bridges and culverts, at least 7 days before vegetation clearing or construction on structures at the site begins. If vegetation clearing or suitable nesting structure work occurs outside of the breeding season, no surveys are required.

(1) Conduct nest survey in phases if vegetation removal or suitable nesting structure construction will occur in phases along the project route, so that no

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(2) Notify the CO immediately if any active nest that may be adversely affected by construction activities is discovered; include information on nesting species, activities in the vicinity of the nest, topographic and other visual barriers, and recommended protection measures. Establish a no-disturbance buffer, in coordination with the CO, around the nests that is sufficient to ensure that breeding is not likely to be disrupted by construction. Maintain buffers until the qualified biologist has determined the young have fledged or nests are no longer active.

(3) Submit a report documenting the methodology and results of the surveys to the CO within 7 days after completion of surveys. Include recommendation for handling of any unoccupied nests observed and nesting prevention recommendations, if appropriate.

(b) Conduct a resurvey of vegetation and suitable nesting structures, as needed, after any lapse in construction of 7 days or more within the breeding season.

(c) Conduct relocation of any fish species downstream during dewatering and blockage of stream.

(2) No in-stream work is allowed at or near STA 107+03 and STA 329+53 between April 15 and July 30.

(3) A temporary road diversion at or near STA 107+03 is not required under this contract, as sufficient contract requirements have been provided to perform the work without one.

However, the Contractor may construct a temporary road diversion within the provided right-of-way at their discretion. If a temporary road diversion is constructed and tree removal is required, the Contractor shall replant the affected area after the diversion is removed. Replanting shall consist of a mix of thinleaf alder (Alnus incana) and Gambel oak (Quercus gambelii) at 20-foot spacing, with a minimum of 18 trees planted in 1-gallon pots. No adjustment in the contract completion date will be made for construction time losses due to suspensions or activities related to this activity.

(4) Install temporary fencing at the construction limits, north of Causey Road between STA 106+00 and STA 108+00 (near Beaver Creek), at no additional cost to the government. If the fencing is damaged or falls down, stop construction and repair or replace the fencing immediately. Do not disturb the area beyond the temporary construction fencing.

107.11 Protection of Forests, Parks, and Public Lands. Add the following:

The Forest Service fire prevention plan involving emergency curtailment of operations is included below and is in effect on this project. The CO will order the suspension of construction operations when directed to do so by the Forest Service.

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Fire and Environmental Precautions for the Uinta-Wasatch-Cache National Forest

Contractor shall prohibit the building of fires within the project area. No warming fires or other related construction fires are allowed on National Forest System Lands, State and/or Counties lands unless authorized in a designated area by permit from the respective land management agency and approval by the CO. Contractor should be situationally aware of potential fire threat when conditions are dry such as limited/lack of moisture, dry fuels, human threats, and other natural environmental hazards (i.e., lighting and thunderstorms).

The Contractor shall comply with all rules and regulations administered by the Forest Service concerning the use, prevention, and suppression of fires on Federal lands, including any fire prevention orders that may be in effect on State or County lands at the time of the permitted activity. Should a fire occur due to these activities the Contractor may be held liable for the cost of fire suppression, stabilization, and rehabilitation. In the event of a fire Contractor personnel’s safety will be the priority.

The Contractor shall:

1. Immediately notify 911 and Northern Utah Interagency Fire Center of any fire and/or smoke reported within the designated construction area or nearby vicinity to:

Northern Utah Interagency Fire Center 801-495-7600 (main office) 801-495-7611 (Fire Emergency)

2. Operate all internal and external combustion engines on federally managed lands per 26 CFR 261.52, which requires all such engines to be equipped with a qualified spark arrester that is maintained and not modified.

3. Carry shovels, water, and fire extinguishers that are rated at a minimum as ABC – 10 pounds on all equipment and vehicles.

4. When the local fire danger rating is very high or extreme the contractor should have a pumping method and/or tank of at least 50 gallons or more of water on site to aid in fire suppression.

5. Initiate fire suppression actions in the work area to prevent fire spread. Call 911 and Northern Utah Interagency Fire Center. Recover or plate any open trenches within the roadway to facilitate ingress of fire equipment and egress of construction equipment.

6. If a fire spreads beyond contractor capability, all construction equipment and personnel should cease efforts and evacuate the area immediately via pre-identified escape routes.

Several very large fire apparatuses and specialized equipment will be looking to occupy the same space as the fires ignition point and burning area.

7. Notify the CO immediately of any related incident.

Section 108. — PROSECUTION AND PROGRESS

108.01 Commencement, Prosecution, and Completion of Work. Add the following: Delete this subsection and substitute the following:

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A preconstruction conference will be held after the contract is awarded and before beginning work. Seven days before the preconstruction conference, submit copies of the preliminary construction schedule according to Section 155.

Limit operations according to Subsection 107.10(e) and Section 156.

(a) The United States Forest Service (USFS) may have two projects in construction concurrently with this project. Coordinate construction activities through the CO to avoid conflicts between the contracts. The planned projects are:

(1) Overflow Parking Lot Project – Construction expected between 10.2025 through 12.2025

(2) Skull Crack Parking Lot and Boat Ramp Project – Advertisement expected Fall 2025, Construction Season To Be Determined.

(b) Restrict access and use of the side road off of Causey Road at Station 174+16 and at approximate Station 176+80.

Perform no work except to maintain traffic control devices, erosion control devices, the roadway driving surface, and to control dust during the listed Federal holidays and surrounding days as shown in Table 108-2.

Coordinate work and traffic control with other projects in the area.

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Table 108-2 Federal Holidays and Surrounding Days

Federal Holiday Time Remarks

Memorial Day 12:00 Noon Friday to 6:00 am Tuesday -

Independence Day

12:00 Noon July 3 to 6:00 am July 5

If July 4 falls on a weekend, Friday, or Monday, do not work the weekend.

Pioneer Day 12:00 Noon July 23 to 6:00 am July 25

If July 24 falls on a weekend, Friday, or Monday, do not work the weekend.

Labor Day 12:00 Noon Friday to 6:00 am Tuesday -

Veterans Day 6:00 pm November 10 to 6:00 am November 12

If November 11 falls on a Saturday, do not work the preceding Friday. If November 11 falls on a Sunday, do not work the following Monday.

Thanksgiving 12:00 Noon Wednesday to 6:00 am Monday -

Christmas / New Year’s

12:00 Noon December 23 to 6:00 am January 2

If December 23 or January 1 falls on a Monday, do not work the adjacent weekend and do not work on December 23. If January 1 falls on a Friday, do not work the weekend.

Schedule at least 2 non-work days out of every 14 calendar days. The selected non-work days do not need to be consecutive, but they must be scheduled. Notify the CO at least 2 weeks before changing the scheduled days off.

The CO may grant written approval for exemptions to scheduled days off for specific project operations and for periods of limited duration.

Add the following:

(c) The CO will issue a Notice to Proceed before commencement of any work. No ground disturbing work will occur prior to April 27, 2026. The contract completion date is October 21, 2027. If any or all of the Options (X, Y, and/or Z) are awarded, no additional contract time will be provided.

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(d) A construction season is defined as the period when work can be accomplished in accordance with the contract requirements related to weather and in an efficient manner without undue delay due to weather conditions. Weather and conditions will vary from year to year; however, the winter shutdown period is anticipated for the months of December thru early-May due to the high-altitude climate and snow fall.

• The start of the construction season will be defined as the date when the weather and soil conditions are considered suitable for prosecution of work after May 5th.

• The end of the construction season will be defined as the date when the weather or soil conditions are considered unsuitable for prosecution of work or December 21st, whichever comes first.

• Snow removal during the construction season is the responsibility of the contractor and performed at no cost to the Government. Snow removal can begin as approved by the CO in consultation with the Forest Service and Weber County.

(e) Stabilize all disturbed areas prior to the winter shutdown period, as follows:

• Schedule A Causey Road Realignment – Roadway section must have the roadway paving completed full width through the first lift of asphalt, or temporary asphalt, approved by the CO, placed at no cost to the Government. Temporary Asphalt must be placed at a minimum thickness of 2 inches and conform to the requirements of Section 403.

• Beaver Creek Box Culvert Replacement – Roadway section must have either permanent or temporary paving completed, full width and full depth. Asphalt must conform to the requirements of Section 403.

• Earthen areas must have final stabilization as shown in the plans, otherwise provide a temporary 3-inch layer of clean wooden mulch or erosion control blanket approved by the CO at no cost to the Government.

108.02 Subcontracting. Delete the third paragraph and substitute the following:

Within 14 days of subcontract award, submit a completed SF 1413 and 1413S. Complete Part I for each Subcontractor, and include Part II when the Subcontractor performs on-site work.

Complete other forms that may be required by the Government to show the work subcontracted and the total dollar amount of the subcontract. Submit the above required information for each Subcontractor at lower tiers.

108.03 Determination and Extension of Contract Time. Delete the first sentence.

108.03(c) Time extensions. Add the following:

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If a quantity variation described in Subsection 109.06(e) results in an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time as provided within this Subsection.

108.04 Failure to Complete Work on Time.

Delete the second and fourth paragraphs and substitute the following.

Liquidated damages in the amount specified in FAR Clause 52.211-12 Liquidated Damages — Construction will be assessed for each day beyond the time allowed to complete the contract until substantial completion of the work.

Delete Table 108-1.

Section 109. — MEASUREMENT AND PAYMENT

109.01 Measurement of Work. Add the following after the fifth paragraph:

Prepare, sign, and submit electronic measurement notes (pay notes and supporting field documentation) using Masterworks. Unacceptable measurement notes will be electronically rejected and returned. Correct rejected measurement notes and resubmit electronically.

109.02 Measurement Terms and Definitions.

(c) Cubic yard (Cubic meter).

(1) Cubic yard (Cubic meter) in-place. Delete this subsection and substitute the following:

Measure the solid volumes by a method approved by the CO, or by a surface to surface method approved by the CO.

(o) Square foot and Square yard (Square meter). Add the following: Do not measure overlaps.

109.06 Pricing of Adjustments. Add the following:

(c) Variation in estimated quantity. If the quantity of a unit-priced item is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price may be made upon request of either party. The equitable adjustment will be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity.

ASPHALT BINDER PRICE ADJUSTMENT PROVISION

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GENERAL The Asphalt Binder Price Adjustment Provision provides for a price adjustment in the form of payment to the Contractor or a rebate to the Government for fluctuations in the cost of asphalt binder used in the performance of applicable construction work for UT FLAP WEB 10(1) Causey Reservoir Access. Price adjustment provisions are applicable only to the asphalt binder, as defined in Section 702.01, and incorporated in the following contract pay items:

• 40301-0100 Asphalt concrete pavement, Type 1

The price adjustment provisions are also applicable to eligible pay items when the Government adds extra work to the Contract.

The provision will remain in effect throughout the duration of the contract. Enactment of the Asphalt Binder Price Adjustment Provision will only be considered when the increase or decrease in the price of asphalt binder exceeds 10 percent.

The Asphalt Binder Price Adjustment Provision is intended to reduce but not eliminate the cost effects of price uncertainty to the Contractor and the Government for asphalt binder used in the construction of this contract. It provides for sharing by the Government a portion of the Contractor’s risk, which could result from unusual price fluctuations. The provision is not intended to compensate the Contractor for normal day-to-day fluctuations and seasonal changes or to serve as a guarantee of full compensation for asphalt binder price fluctuations.

PRICE INDEXES The Government will post a monthly performance price index at:

https://flh.fhwa.dot.gov/business/construction/escalation/cfl/

Poten and Partners, Inc. (PPI), publishes a weekly report (Asphalt Weekly Monitor) on high and low selling prices for states in five regions throughout the United States including:

• East Coast/Northeast

• Mid-Continent/Midwest

• Gulf Coast/Mid-South

• Rocky Mountains

• West Coast/Northwest

Weekly high and low selling price data reported for Rocky Mountains will be averaged and used to establish a base price index, BPI, for this project and a monthly performance price index, MPPI, for the duration of the contract. These indexes are defined as follows:

• BASE PRICE INDEX The base price index, BPI, is the price index posted by the Government as determined by arithmetic average, as specified above, shown in the four weekly publications immediately preceding the contract award. It is as follows:

BASE PRICE INDEX (BPI) FOR ASPHALT BINDER

PER SHORT TON (TON) = $See Note (1) below

Note (1): BPI calculated by the Government and inserted here immediately before contract award.

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• MONTHLY PERFORMANCE PRICE INDEX The monthly performance price index, MPPI, is the monthly price index at the time of performance of applicable work as determined by arithmetic average, as specified above, shown in the four weekly publications issued prior to the last Wednesday of the month (i.e. the monthly performance price index during which asphalt binder is used in the performance of applicable construction work).

PRICE ADJUSTMENTS Price adjustments calculated by the Government are not intended to reflect the Contractor’s actual purchase price. The ratio of the monthly performance price index and the base price index (MPPI/BPI) is calculated and used to determine price adjustments as follows:

• No Price Adjustment – When the ratio MPPI/BPI falls within the range of 0.90 to 1.10, no price adjustment will be made for any asphalt binder used in construction work performed during the relevant month.

• Government Rebate – When the ratio MPPI/BPI is calculated to be less than 0.90, the Government is due a rebate determined in accordance with the following formula:

Government Rebate = [0.90 – (MPPI/BPI)] (BPI) (Q)

• Contractor Payment - When the ratio MPPI/BPI is calculated to be greater than 1.10, the Contractor is due additional payment determined in accordance with the following formula:

Contractor Payment = [(MPPI/BPI) – 1.10] (BPI) (Q)

The following definitions are applicable to both the Government Rebate and the Contractor Payment formulas:

MPPI = Monthly Performance Price Index for the month during which asphalt binder is used in the performance of applicable construction work.

BPI = Base Price Index that is established immediately preceding the bid opening.

Q = Quantity in tons of asphalt binder for each pay item that was used on the project during the progress payment period. The quantity will be calculated using the asphalt content of the approved mix design and the following formula:

Q = Asphalt Concrete Pavement tons placed x (% Asphalt/100)

PRICE ADJUSTMENT COMPENSATION Monthly adjustments will be accrued. The final price adjustment will be paid, or rebated, after completion of all work for each eligible pay item.

The Contractor may request in writing a partial price adjustment payment once every 12 months, or when the unpaid accrued increase exceeds $10,000. The Government will take a rebate when the deductive accrual exceeds $10,000.

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No price adjustments will be made for work performed beyond the Government-approved Contract completion date.

The maximum allowable monthly and final price adjustment to the Contractor or rebate to the Government is limited to a (MPPI/BPI) ratio of 1.6 and 0.4, respectively.

109.08 Progress Payments.

(a) General. Delete the last sentence and substitute the following:

The CO may withhold partial progress payment according to Subsection 109.08 (g) for failure to make satisfactory progress until a construction schedule or schedule update is approved by the CO.

(b) Closing date and invoice submittal date. Delete the text and substitute the following:

Submit invoices to the designated billing office by the 7th day after the closing date. Invoices received by the designated billing office after the 16th day following the closing date will not be accepted for payment processing that month. Include late, unprocessed invoice submittals in the following months invoice.

(d) Government’s receiving report. Delete the first sentence and substitute the following:

The Government’s receiving report will be developed using the measurements and quantities from Pay Notes received by the CO in Masterworks and determined acceptable.

(e) Processing progress payment requests.

(1) Proper invoices. Delete the title and text and substitute the following:

(1) Invoices received by the 7th day following the closing date.

(a) Proper invoices. If the invoice meets the requirements of Subsection 109.08(c), and the quantities and unit prices shown on the Contractor's invoice agree with the corresponding quantities and unit prices shown on the Government's receiving report, the invoice will be paid.

(b) Defective invoices. If the invoice does not meet the requirements of Subsection 109.08(c), or if any of the quantities or unit prices shown on the Contractor's invoice exceed the corresponding quantities and unit prices shown on the Government's receiving report, the invoice will be deemed defective and the Contractor so notified according to FAR Clause 52.232-27(a)(2). Defective invoices will not be corrected by the Government and will be returned to the Contractor within 7 days after the Government's designated billing office receives the invoice.

Revise and resubmit returned invoices by the 18th day following the closing date. The CO will evaluate the revised invoice. If the invoice still does not meet the requirements

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If the revised invoice meets the requirements of Subsection 109.08(c), but still had quantities or unit prices exceeding the corresponding quantities and unit prices shown on the Government's receiving report, the Government's data for that item or work will be used. The Contractor's invoice, as revised by the Government's receiving report, will be forwarded for processing by the 23rd day following the closing date. The Contractor will be notified by the 23rd day following the closing date of the reasons for any changes to the invoice.

(2) Defective invoices. Delete the title and text and substitute the following:

(2) Invoices received between the 8th and 16th day following the closing date.

(a) Proper invoices. If the invoice meets the requirements of Subsection 109.08(c), and the quantities and unit prices shown on the Contractor's invoice agree with the corresponding quantities and unit prices shown on the CO's receiving report, the invoice will be deemed proper and forwarded for processing within 7 days of receipt.

(b) Defective invoices. If the invoice does not meet the requirements of Subsection 109.08(c), the invoice will be deemed defective, the Contractor so notified according to FAR Clause 52.232-27(a)(2), and no progress payment will be made that month.

Correct the deficiencies and resubmit the invoice the following month.

If the invoice meets the requirements of Subsection 109.08(c), but has quantities or unit prices exceeding the corresponding quantities and unit prices shown on the Government's receiving report,…