SOL_12363N26Q4061.pdf

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

1160915

USDA-FS STEWARDSHIP CONTRACTING BR

1400 INDEPENDENCE AVE SW

MS-1138

WASHINGTON DC 20250-1138

363N

Bid Bond is acceptable for proposals valued at $150,000 and greater.

Payment bonds required for anything over $ 35,000.00

JAMES KAMINSKI 573-453-8424

03/4/2026

12363N26Q4061

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

Bid Bond is required for proposals over $150,000

Payment and Performance bonds are required for construction projects over $35,000.

Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price; include bond payments under 151.01 Mobilization.

AR DINKEY LAKES ROAD REPAIRS

Sierra National Forest

Fresno County, CA

36.204 Disclosure of the magnitude of construction projects.

Advance notices and solicitations shall state the magnitude of the requirement in terms of physical characteristics and estimated price range. In no event shall the statement of magnitude disclose the Governments estimate. Therefore, the estimated price should be described in terms of one of the following price ranges:

(f) Between $1,000,000 and $5,000,000.

Estimated Period of Performance March 19, 2026- July 20, 2026 Continued ...

11. The Contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

0 0 calendar days and complete it within ________________ ________________ calendar days after receiving

03/12/2026

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 8/2014)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

12363N26Q4061 AR Dinkey Lakes Road Repair Page 1 of 159

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

USDA-FS STEWARDSHIP CONTRACTING BR

1400 INDEPENDENCE AVE SW

MS-1138

WASHINGTON DC 20250-1138

363N

CHAD A. BULLOCK

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 3304(a)

STANDARD FORM 1442 (REV. 8/2014) BACK

Continued...

12363N26Q4061 AR Dinkey Lakes Road Repair Page 2 of 159

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED

12363N26Q4061

Solicitation is Restricted to the Region 5 FERM

BPA Holders

ALL QUOTES SHALL BE EMAILED TO:

CHAD.BULLOCK@USDA.GOV; JAMES.KAMINSKI@USDa.GOV;

10_OFFE.gwkatus5xsmv9qh4@u.box.com on or BEFORE

March 17, 2026, 10:00 AM MOUNTIAN TIME.

Since all documents will be submitted to me electronically. Follow this naming convention for your attachments and keep the subject line the same or just reply all to this email.

26Q4061-R5FERM-VendorName-Quote and

26Q4061-R5FERM-VendorName-Technical.

Be sure to fill out all required documentation.

Required to be filled in below:

Company Name:___________________________________

POC Name:_______________________________________

Phone number:___________________________________

Email:__________________________________________

BPA/IDIQ/MATOC Contract #_______________________

UEI SAM #______________________________________

Contractual POC: Chad A.T. Bullock Contracting

Officer, chad.bullock@usda.gov 385-368-5300

Contractual Technical: James Kaminski APSO, 573-453-8424

Delivery: 07/20/2026

Delivery Location Code: 9A40

SIERRA NATIONAL FOREST

1600 TOLLHOUSE RD

CLOVIS CA 93611-0532 US

Period of Performance: 03/19/2026 to 07/27/2026

Atmospheric River (AR) Dinkey Lakes Road Repairs

The "Submit Invoice-to" address for USDA orders is the Department of Treasury's Invoice

Processing Platform (IPP), https://www.ipp.gov.

Continued ...

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

12363N26Q4061 AR Dinkey Lakes Road Repair Page 3 of 159

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED

12363N26Q4061

If the contractor lacks an IPP account, USDA will automatically initiate the enrollment process with Treasury using the contractor's SAM.gov

Accounts Receivable POC as the IPP account holder. Once the enrollment process is complete, the IPP account holder will receive notification and can being invoicing. More information about

IPP can be found at: https://www.ipp.gov

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

12363N26Q4061 AR Dinkey Lakes Road Repair Page 4 of 159

SCHEDULE OF ITEMS

AR - Dinkey Lakes Road Repairs

SIERRA NATIONAL FOREST

FRESNO COUNTY

151 Mobilization LPSM 1 $ $

Removal and disposal of structures and obstructions.

LPSM 1 $ $

Furnish and placement embakmnet material te extend culvert- compaction method D (NFSR 10S17)

CUYD 100 $ $

251 Class 2 Riprap (Placed on ditch 10S17) TON 600 $ $

Install Caltrans 3/4" Class type 2 base rock, compaction method C

CUYD 4130 $ $

Full Depth reclamation (Pulverize 4 inches by 16 feet wide, compact method 1 w/rollers) NFSR 9S09

MILE 3.50 $ $

Skin patch 3/4" Hot mix asphalt (HMA).

Caltrans type A, grading PG 64-16

NFSR 10S36

TONS 60 $ $

3/4" Hot mix asphalt (HMA). Caltrans type A, grading PG 64-16 NFSR 10S17

TONS 5 $ $

3/4" Hot mix asphalt (HMA). Caltrans type A, grading PG 64-16 (16 feet wide)

NFSR 9S09

TONS 7844 $ $

Furnish and place a 36 inch corrugated metal pipe (14 gage) w/annualar coupling (16 gage). NFSR 10S17

LNFT 20 $ $

619 Replace 16ft Ranch Gate EACH 13 $ $

635 Temporary Traffic Control LPSM 1 $ $

Restore Drainage Functions (Aggregate and Native Surface) w/water, compaction method C w/roller

MILE 56.08 $ $

Cutting Roadway Vegetation (8 ft, both sides)

MILE 21.28 $ $

Total $

ITEM DESCRIPTION

UNIT OF

MEAS.

EST

QTY.

UNIT PRICE TOTAL PRICE

12363N26Q4061 AR Dinkey Lakes Road Repair Page 5 of 159

G

G

G

G

G G

G G

G

G

G

G

10S036D

10S070D

10S066D

10S066AB

10S099A

10S013C

10S036

10S066G

10S070A

10S070B

10S073B

10S036D

10S020A

10S013L 10S013A

10S066C

10S078

10S066F

10S066J

10S073

10S066A

10S031

10S032

10S066E 10S099

10S038

10S020

09S009

10S070

10S066

10S017

10S011

10S022

10S023

10S031

10S032 10S034

10S066

10S069

11S040A

10S076

10S007

10S070

AR DINKEY LAKES ROAD REPAIRS

µ

SIERRA NATIONAL FOREST

0 1 2 30.5 Miles

NFSR_Dinkey_Lakes

OPER_MAINT_LEVEL

2 - HIGH CLEARANCE VEHICLES

3 - SUITABLE FOR PASSENGER CARS

G Gates

CULVERT EXTENSION

Asphalt skin patch

12363N26Q4061 AR Dinkey Lakes Road Repair Page 6 of 159

PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF001

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVER SHEET

11/20/2025

2 MAP 11/20/2025

3 TYPICAL CROSS SECTIONS 11/20/2025

4 CUTTING ROADWAY VEGETATION 11/20/2025

5 POWDER RIVER GATE 11/20/2025

6 CULVERT INSTALLATION 11/20/2025

RECOMMENDED BY:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

FOREST SUPERVISOR DATE

United States Department of Agriculture

Forest Service

AR DINKEY LAKES ROAD REPAIRS

CALIFORNIA

FRESNO COUNTY

SIERRA NATIONAL FOREST

(R05) PACIFC SOUTHWEST REGION

Map provided on separate document.

From Shaver Lake, CA head East on Dinkey Creek Road, travel 9.1 miles and turn left onto the beginning of the NFRS 9S09 Rock Creek Road

12363N26Q4061 AR Dinkey Lakes Road Repair Page 7 of 159

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

PROJECT NO.

OFSHEET

PROJECT NAME

DATE

ARCHIVE NO.

DWG SHEET NO.

(R05)

PACIFIC SOUTHWEST REGION

AR DINEKY LAKES

ROAD REPAIRS

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

MAP

10/23/2025

PABLO GONZALEZ

ANTONIO CABRERA

G-01

Vicinity Map

12363N26Q4061 AR Dinkey Lakes Road Repair Page 8 of 159

1.5 : 1 Backslope

2 : 1 Ditch

TYPICAL GRADING DETAIL - OUTSLOPE

Existing Ground

TYPICAL GRADING DETAIL - CROWNED TYPICAL GRADING DETAIL - INSLOPE

NOT TO SCALE

NOT TO SCALE NOT TO SCALE

Exist ing Ground

Varies (Avg 16')

2%

2:1Fill SlopeExisting Ground

Exist ing Ground

Varies (Avg 16')

2%

2:1Fill Slope

DEPTH AS STATED

IN WORK LIST

2%

Existing Ground

Exist ing Ground

2:1Fill Slope

DEPTH AS STATED

IN WORK LIST

1.5 : 1 Backslope

2 : 1 Ditch

2%

TYPICAL GRADING DETAIL - INSLOPE W/DITCH

NOT TO SCALE

Exist ing Ground

2:1Fill Slope

1.5 : 1 Backslope

2 : 1 Ditch

Existing Ground

Varies (Avg 16')

2%

Varies (Avg 16')

NOTE: Shoulder and travel way width varies.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

PROJECT NO.

OFSHEET

PROJECT NAME

DATE

ARCHIVE NO.

DWG SHEET NO.

(R05)

PACIFIC SOUTHWEST REGION

AR DINKEY LAKES

ROAD REPAIRS

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

TYPICAL CROSS

SECTIONS

10/23/2025

PABLO GONZALEZ

ANTONIO CABRERA

G-02

TYPICAL CROSS SECTIONS

12363N26Q4061 AR Dinkey Lakes Road Repair Page 9 of 159

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

PROJECT NO.

OFSHEET

PROJECT NAME

DATE

ARCHIVE NO.

DWG SHEET NO.

(R05)

PACIFIC SOUTHWEST REGION

AR DINKEY LAKES

ROAD REPAIRS

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

CUTTING ROADWAY

VEGETATION

11/20/2025

PABLO GONZALEZ

ANTONIO CABRERA

G-03

Cutting Roadway Vegetation

12363N26Q4061 AR Dinkey Lakes Road Repair Page 10 of 159

* SUGGESTIONS FOR DIFFERENT LOCKING MECHANISM WILL

BE CONSIDERED.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

PROJECT NO.

OFSHEET

PROJECT NAME

DATE

ARCHIVE NO.

DWG SHEET NO.

(R05)

PACIFIC SOUTHWEST REGION

AR DINKEY LAKES

ROAD REPAIRS

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

CLASSIC GATE

11/20/2025

PABLO GONZALEZ

ANTONIO CABRERA

G-04

CLASSIC DRAIN

12363N26Q4061 AR Dinkey Lakes Road Repair Page 11 of 159

B

B

C

A

C

A

CATCH BASIN

TYPICAL PIPE INSTALLATION SECTION

A-A

TYPICAL RIPRAP INSTALLATION SECTION B-B

TYPICAL RIPRAP INSTALLATION

CULVERT INSTALLATION

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

PROJECT NO.

OFSHEET

PROJECT NAME

DATE

ARCHIVE NO.

DWG SHEET NO.

(R05)

PACIFIC SOUTHWEST REGION

AR DINKEY LAKES

ROAD REPAIRS

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

CULVERT

INSTALLATION

11/20/2025

PABLO GONZALEZ

ANTONIO CABRERA

G-05

Culvert Details

12363N26Q4061 AR Dinkey Lakes Road Repair Page 12 of 159

This solicitation implements two FAR class deviations to ensure compliance with Executive Orders 14148, 14173, 14168 and 14208, issued since January 20, 2025. These deviations reflect recent policy updates and remove outdated requirements, as outlined below.

The following FAR provisions and clauses are hereby removed in their entirety from the FERM Stewardship BPA:

• 52.222-21 Prohibition of Segregated Facilities

• 52.222-22 Previous Contracts and Compliance Reports

• 52.222-23 Notice of Requirement for Affirmative Action To Ensure Equal Employment

Opportunity for Construction

• 52.222-24 Preaward On-Site Equal Opportunity Compliance Evaluation

• 52.222-25 Affirmative Action Compliance

• 52.222-26 Equal Opportunity

• 52.222-27 Affirmative Action Compliance Requirements for Construction

• 52.222-29 Notification of visa denial

• 52.223-10 Waste Reduction Program (MAY 2024)

• 52.223-19 Compliance with Environmental Management Systems (MAY 2011)

• 52.223-22 Public Disclosure of Greenhouse Gas Emissions and Reduction Goals—

Representation (DEC 2016)

• 52.222-55 Minimum Wages for Contractor Workers Under Executive Order 14026*

*This provision was removed to comply with the Executive Order titled "Additional Rescissions of Harmful Executive Orders and Actions," dated March 14, 2025.

The following FAR clauses now include deviations to align with recent Executive Orders:

• 52.204-8 Annual Representations and Certifications (JAN 2025) (DEVIATION FEB 2025)

• 52.212-3 Offeror Representations and Certifications—Commercial Products and

Commercial Services (MAY 2024) (DEVIATION FEB 2025)

• 52.212-5 Contract Terms and Conditions Required To Implement Statutes or Executive

Orders—Commercial Products and Commercial Services (JAN 2025) (DEVIATION FEB 2025)

• 52.223-1 Biobased Product Certification (MAY 2024) (DEVIATION FEB 2025)

• 52.223-2 Reporting of Biobased Products Under Service and Construction Contracts (MAY

2024) (DEVIATION FEB 2025)

• 52.223-10 Waste Reduction Program (MAY 2024) (DEVIATION FEB 2025)

• 52.223-23, Sustainable Products and Services (MAY 2024 (DEVIATION FEB 2025))

12363N26Q4061 AR Dinkey Lakes Road Repair Page 13 of 159

All call orders will incorporate these changes by reference at award.

Disclaimer: System updates may lag policy updates. The System for Award Management (SAM) may continue to require entities to complete representations based on provisions that are not included in agency solicitations. Examples include 52.222-25, Affirmative Action Compliance, and paragraph (d) of 52.212-3, Offeror Representations and Certifications—Commercial Products and Commercial Services. Contracting officers will not consider these representations when making award decisions or enforce requirements. Entities are not required to, nor are they able to, update their entity registration to remove these representations in SAM.

In advancement of Section 2 of Executive Order 14208, the removal of requirements related to Executive Order 14057 eliminates all non-statutory sustainability requirements or preferences in purchases of food service wares, including paper straws. In addition to removing requirements related to Executive Order 14057, the attachment also reflects recent updates to Code of Federal Regulation citations for the U.S. Department of Agriculture’s BioPreferred® Program, a statutory purchasing preference program.

These class deviations will remain in effect until rescinded or incorporated into the FAR.

12363N26Q4061 AR Dinkey Lakes Road Repair Page 14 of 159

FAR Overhaul | FAR Companion Guide

Oct 30, 2025

The Federal Acquisition Regulatory Council has released an update to the FAR Companion as part of the ongoing Revolutionary FAR Overhaul (RFO) Initiative, in accordance with Executive Order 14275 and OMB Memorandum M-25-26.

The following RFO update was posted on October 30, 2025:

• FAR Companion, Version 2.0, includes the initial release of FAR Companion (FC) parts 2, 3, 7, 13, 14, 15, 16, 17, 19, 20, 21, 22, 23, 24, 25, 27, 30, 32, 37, 41, 42, 44, 45, 47, 48, 52, and 53.

• Version 2.0 also includes updates to previously released content: update to FC

8.104 pertaining to “required use” contracts and providing more information and resources on Category Management, including beta version content of the Category Management Buying Guide; update to FC 8.401 pertaining to evaluation factors;

updates to FC 8.401(b) and FC 12.301 removing references to debriefings; new annotation under FC 8.401(b) related to sole source justification content for FSS orders; new annotation under FC 12.001 related to contracting methods for commercial construction; update to FC 11.204 to clarify brand name or equal as distinct from brand name justifications under FAR 6.104; updates to thresholds referenced due to the October 1, 2025 inflation adjustment rule; various citation corrections throughout; and changed “Reserved” to “No additional guidance” when the FAR Companion does not provide any practice recommendations for that associated FAR part.

• FAR Companion, Version 2 is posted on www.acquisition.gov/far-overhaul.

To view the FAR Companion, Version 2.0. inclusive of all parts and updates, visit: https://www.acquisition.gov/sites/default/files/page_file_uploads/far-companion.pdf

To view all available rewritten FAR Parts and agency deviations, visit: https://www.acquisition.gov/far-overhaul/far-part-deviation-guide.

Stay informed. View the latest FAR Overhaul news and announcements at: https://www.acquisition.gov/far-overhaul.

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US Department of Agriculture (USDA)

Statement of Work

ATMOSPHERIC RIVER (AR) – DINKEY LAKES ROAD REPAIRS.

12363N26Q4061 AR Dinkey Lakes Road Repair Page 16 of 159

Contents Project

General Information

1.0 Scope of Work

2.0 Background

3.0 Location

4.0 Estimated Start Date / Period of Performance

5.0 Drawings and Specifications

6.0 Restrictions on Work

6.0 Camping and Housing

7.0 Required Submittals

Contractor Requirements

8.0 Technical Requirements / Tasks

9.0 Government Furnished

10.0 Deliverables / Schedule

11.0 Travel

12.0 Contractor’s Key Personnel

13.0 Security Requirements

14.0 Data Rights

15.0 Section 508 – Electronic and Information Technology Standards

Attachment

12363N26Q4061 AR Dinkey Lakes Road Repair Page 17 of 159

Project

AR DINKEY LAKES ROAD REPAIRS

General Information

1.0 Scope of Work

Project consists of furnishing all labor, materials, equipment, tools, transportation, incidentals, inspection, quality control and supplies necessary to repair approximately 56 miles of National Forest Roads. Including grading the road, cut roadside vegetation, replace damaged gates, place rip rap on ditch along the NFSR 10S17, extend a 36 inches corrugated metal pipe, place embankment, place base rock to reconstruct drivable rolling dips leaving a clear path for runoff to culverts and lead off and pavement. All work shall be in accordance with the contract requirements and within the contract time of 120 days. Contractor shall, without additional expense to the government, be responsible for obtaining any necessary licenses, permits, which comply with any federal, State and municipal laws, codes and regulations applicable to the performance of the work.

2.0 Background

Several miles of roads were affected during atmospheric river even in 2023. To protect the integrity of the road it is necessary to grade roads (in slope, out slope and crowned) and to reestablish drainage functions.

3.0 Location

From Shaver Lake, CA head East on Dinkey Creek Road, travel 9.1 miles and turn left onto the beginning of the NFRS 9S09 Rock Creek Road. See attached map that can be used in Avenza App.

4.0 Estimated Start Date / Period of Performance

Estimated period of performance May – July 2026.

5.0 Drawings and Specifications

Specify what drawings and specs are included, ex:

[X] Drawings (5 Pages) [X] Construction Supplemental specifications These specifications are physically incorporated in the solicitation.

*Contractors be sure to consider on your cost the use of crushed Caltrans ¾” Class II base rock, virgin material does not meet the fractured faces ASTM D5821 and will not be accepted.

*The road log shows the required cubic yards per road. The depth will vary depending on what is needed to restore the drainage function but shall not exceed 4”. See specification 839 “Restore drainage functions” for more details.

*Per previous contracts, the specific weight of compacted base rock is approximately 135.5 lbs./CUFT. For cost estimation, contractors are encouraged to used 1.85 Tons/CUYD. This will be the ratio used to calculate the cubic yards.

6.0 Restrictions on Work

Include any restrictions on work such as the following (edit to fit project)

Work hours are limited to non-holiday weekdays, Monday – Friday, 0700 – 17:30. Work site much be clear by noon the Friday before a Monday holiday.

In accordance with the fire plan, if included in Section J.

When the Contracting Officer (or designated representative) determines that adverse weather has made access too dangerous or that continued vehicular travel would cause unacceptable road damage.

For sites requiring archaeology monitoring, contractor must notify COR at least 24 hours prior to any ground disturbing activities and no ground disturbing activities may occur without a Forest Service archaeologist on site.

When the Contracting Officer or designated representative determines that work must stop due to the presence of archaeological artifacts.

Contractor is responsible for the security of their tools and equipment at all times.

Contractor is responsible for removal and disposal of all excavated dirt and shall not leave excavated dirt scattered over the site, unless approved by the COR.

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All trash and loose materials shall be secured by the contractor daily.

The Contractor is responsible for installing sediment control devices, such as straw wattles, to prevent sediment runoff to nearby areas. Excavation work shall not commence until sediment control devices have been installed and approved by the COR.

The Contractor shall not use Government trash facilities without the CO’s approval.

All construction debris remains the property of the Contractor and shall be properly disposed of off National Forest Land.

The contractor will be able to utilize the Forest Service Roads; however, the Contractor will be responsible for any damage to the roads due to construction activities. The contractor shall be responsible for obtaining permission to use all other roads and staging areas.

6.0 Camping and Housing

Camping is not permitted in US Forest Service campgrounds. Contractor [ ] will [X] will not be permitted to camp elsewhere on US Forest Service land. Camping on Forest Service land is not a right; permission may be revoked for failure to comply with the terms of the permit.

7.0 Required Submittals

Specify what type and section of submittals are required example:

Site Specific Safety Plan

Section 251 Rip Rap Section 301 – Caltrans ¾” class 2 base rock (Crushed rock, river rock will not be accepted) Section 602 Metal end section and corrugated metal pipe

Section 619 Gate

Section 635 Temporary Traffic Control Plan As-built drawings per FP-14 104.03(c)

Contractor Requirements

8.0 Technical Requirements / Tasks

Contractor shall have a current California State License for work under this contract or shall sub-contract the work to a contractor with an appropriate California classification and provide license information.

Perform work per Plans, Specifications, and Manufacturer Guidelines.

The contractor is responsible for the protection of all existing monuments and other survey markers. Any markers destroyed during construction shall be replaced at the contractor’s expense.

Staging areas for equipment and/or material storage shall be allowed only within the limits of disturbance and in areas approved by the C.O.

The contractor is responsible for restrooms, water, and electricity.

All equipment shall arrive on site washed and free of visible soil, debris, and organic matter. All equipment will be inspected and approved by the C.O. prior to unloading on the project site.

The contractor is responsible for verifying the location and protecting in place any and all utilities.

9.0 Government Furnished

None.

10.0 Deliverables / Schedule

The Contractor shall keep detailed records and as-builts showing all modifications made to the plans. These records and as-builts shall be provided to the C.O. upon project completion.

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11.0 Travel

Not applicable. The contractor’s travel and lodging are included in Mobilization and Overhead.

12.0 Contractor’s Key Personnel

See Evaluation Criteria Document

The contractor is required to designate a representative that will be on site during all activities

13.0 Security Requirements

Not applicable.

14.0 Data Rights

15.0 Section 508 – Electronic and Information Technology Standards

Attachment If applicable, include an Attachment stating Evaluation Factors and significant Subfactors representing the key areas of importance and emphasis to be considered in the source selection decision.

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ID NAME Miles Brushing Base Rock Rip Rap Gate

10S011 HIGH BRUSH 1

10S013A LITTLE FIR 1 0.58 100

10S013C SNOW FLATS 0.4 3.5 500

10S013L FIG FIR L SPUR 0.5 0.8 0

10S017 PROVIDENCE CREEK 0.8 20 600

10S020 AHART MEADOW 2.4 3.4 780

10S020A PENNY 1 0 90

10S022 1

10S023 SNOW CORRAL 5 0 0 1

10S023B MONO 0.6 0 0

10S023BA SNOW MELT 0.6 0 90

10S023D SNOW CORAL A SPUR 0.2 0 75

10S023E SNOW CORAL E SPUR 0.3 0 800

10S023F SNOW CORAL F SPUR 0.3 0 90

10S031 EXCHEQUER MEADOW 3.4 0 60 1

10S032 CHOKE CHERRY 1.3 0 60 1

10S032A SKUNK 1.5 0 0

10S035B TRIXIE 0.4 0 60

10S036 ARKANSAS (Asphalt) 0.58 0 0

10S036 ARKANSAS 3.5 0 0

10S036D REESE 0.8 0 0

10S038 DEER CREEK 1.6 0 100

10S066 UPPER VEAR CR 8 0 30 1

10S066A RUBY CREEK 1.1 0 60

10S066B NELSON 0.8 0 90

10S066C LINE 0.8 0 0

10S066D HOUND 0.4 0 0

10S066E STRIKE 1.2 0 0

10S066F GOLDILOCKS 1 0 0

10S066G THREE BEARS 0.8 0 0

10S066J JAY 1 1.3 150

10S069 DINKEY TRIMMER 2

10S070 EAST DEER CREEK D SPUR 4.2 0 100 1

10S070A WITCH BROOM 0.4 60

10S070B SHOOTING STAR 0.8 0 90

10S070D EAST DEER CREEK D SPUR 0.8

10S073 STRAIGHT SPUR B 1 0 0

10S073B STRAIGHT SPUR B 0.6 2.4 200

10S076 BENNET 1

10S078 PAINTBRUSH 0.7 0.4 0

10S099 BEAR CREEK ROAD 2 1 0

ROAD LOG DINKEY LAKES

AR - Dinkey Lakes Road Repairs

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ID NAME Miles Brushing Base Rock Rip Rap Gate

ROAD LOG DINKEY LAKES

AR - Dinkey Lakes Road Repairs

10S099A BEAR CREEK ROAD A SPUR 0.4 4 200

10S099B BEAR CREEK ROAD B SPUR 1 0 0

10S432 CUT ARCROSS 1.1 0.8 75

10S433B GROSEBEAK B SPUR 0.7 0 75

10S434A NERWIN 0.5 0.7 75

11S007 TRAILS END 1

11S014 HELMS COURT 0.5 1 100

11S034 CROSSOVER 1

11S040A BUCK SPUR 0.9 0.6 0 1

56.08 21.28 4130.0 600.0 13.0

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SECTION 839 – RESTORE DRAINAGE FUNCTION

1. DESCRIPTION

Work consists of log, limb, and debris removal; blading and shaping of the roadbed to restore drainage function. This work includes shoulders, ditches, drainage dips, leadoff ditches, turnouts, and intersections; cleaning drainage facilities; and removing washes and sloughs that inhibit drainage.

2. MAINTANENANCE REQUIREMENTS

a. General

1. The existing traveled way and shoulders, including turnouts unless otherwise ordered, shall be bladed and shaped to produce a surface which is uniform, consistent to grade, and crowned or cross-sloped as indicated by the character of the existing surface unless otherwise Marked on the Ground, to at least one half inch (1/2") per foot of width, but not more than three quarter inch (3/4") per foot of width. Surfacing materials shall be thoroughly loosened to a depth of no less than 2 inches or the depth of potholes or corrugations. Corrugations are washboarding and similar defects.

Scarification to facilitate cutting to the full depth of potholes or corrugations may be elected by the Contractor but will be considered incidental to blading. Scarification shall not go deep enough to cause contamination of the surfacing. Compaction method C.

2.The Contractor shall apply water during blading when sufficient moisture is not present to prevent segregation.

3.Existing native, rock or aggregate surfaced drainage dips shall be cleaned and shaped incidental to blading to divert surface runoff to existing outlet devices, ditches and discharge locations.

4.The Contractor shall establish a blading pattern which provides a uniform driving surface, retains the surfacing on the roadbed and provides a thorough mixing of the materials within the completed surface width.

b. Drainage Facilities

Cleaning existing drainage facilities includes roadside drainage ditches, drainage dips, inlet and outlet ditches, overside drains and flumes, inverts and interiors of culverts, culvert catch basins, drop inlets, trash racks, and sediment basins. Slash and debris shall be scattered below the road in a uniform matter to prevent piles.

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Drainage structures not included under this specification are bridges, cattle guards, and culverts over 72 inches in diameter.

c. Ditches, Lead Off and Roadside Wood, rock, trees, brush and other debris shall be removed from ditches to provide unobstructed flow of water. Slash and debris (woody or organic) shall be scattered in such a manner as not to impede the flow of water. The backslope of ditches shall not be undercut by cleaning operations. Existing ditch blocks shall be restored, reshaped, and compacted method C as needed for effective drainage through culverts. Catch basins shall be cleaned of material above the invert of the culvert.

d. Dips (Also called intercepting dips or rolling dips)

Existing drainage dips shall be cleaned and the outslope gradient sufficiently restored to remove surface water from roadbed, conducting the water through drainage facilities, compaction method C.

e. Culverts

Inlet and outlet ends, as well as four feet inside each end, of existing culvert, shall be cleaned to provide unobstructed flow of water. Natural drain culvert channels shall be cleared of all down trees, limbs, stumps, brush, rocks and other debris, that restricts the flow of water, 6 feet in width for 15 linear feet at each end. Slash and debris (woody or organic) within 5 feet from the inlet shall be scattered in such a manner as not to impede the flow of water. The channel shall be shaped to natural streambed with constant grade at inlet and outlet ends.

f. Overside Drains and Flumes

Overside drains shall be cleaned of debris to provide an unobstructed flow of water. Debris (woody or organic) shall be scattered in such a manner as not to impede the flow of water.

g. Designed Earth Berms

Berm breaches of less than 5 cubic yards shall be filled, shaped, and compacted method C.

Fill material shall be located within 500 feet of breach or by ripping to the depth and width necessary to obliterate such defects; providing a smooth transition to adjacent satisfactory roadbed. Filling with loose material will not be acceptable.

h. Settlements

Settlements 12 inches or less in depth shall be scarified and then repaired by cutting from the roadbed on each end of the settled area, filling and compaction method C the material into the settled area providing a smooth transition to adjacent satisfactory roadbed.

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i. Washouts

Washouts in roadway of less than five cubic yards shall be filled and compacted method C. Fill material shall be located within 500 feet of washout or as directed by the Contracting Officer.

** Compaction method C. Moisten or dry the aggregate to a uniform moisture content between 5 and 7 percent based on total dry weight of the mixture.

Operate rollers and compact as specified in Subsection 204.11(a)(1).

3. METHOD OF MEASUREMENT

Measurement for maintenance will be “by the mile”, measured by slope distance along the centerline of the roadway. Measurement will be to the nearest one-tenth mile. No separate measurement will be made for any of the elements of work described in the foregoing

4. PAYMENT

Payment will be made for all units inspected and accepted at the unit price shown on the schedule of items.

Payments will be made under:

PAY ITEM PAY UNIT

839(01) Restore Drainage Function, Mile with water

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842 CUTTING ROADWAY VEGETATION

1. DESCRIPTION

This work consists of cutting all vegetative growth including trees and other vegetation less than four (4) inches in diameter.

2. MAINTENANCE REQUIREMENTS

a. General

1) Brush, trees, and other vegetation less than four (4) inches in diameter within each area treated shall be cut to a maximum height of six (6) inches above the ground surface or obstruction such as rocks or existing stumps. When work is performed under this Section, the Contractor shall remove all limbs which extend into the treated area or over the roadbed to a height shown in the drawings.

2) Signs, markers, and other road appurtenances are designated to be retained. Other items to remain will be marked on the ground.

3) The width of the vegetation to be cut shall be as shown in the Special Project Specifications.

4) Vegetative matter removed from the roadway shall be disposed by the following method(s).

• Chipping and Scattering; Slash and woody debris shall be processed through a chipping machine. Chips shall be scattered to a loose depth not to exceed 6 inches in areas approved by the Contracting officer.

• Removal: Clearing slash shall be moved or hauled to a location designated by the Forest Service and piled for disposal by the Forest Service.

• Chipping and Removal; Chippable slash up to 4 inches in diameter shall be processed through a chipping machine. Chips shall be removed from National Forest lands.

• Bucking: Clearing slash larger than 4 inches in large end diameter shall be bucked into lengths not to exceed 6 feet. Bucked lengths shall be left in place and positioned so they will not roll and shall have a 3-foot fireline cleared to mineral soil.

5) Damage to trunks of standing trees caused by Contractor's operation shall be corrected by Contractor, either by treatment with a commercial nursery sealer or by removing the tree as directed by the Government.

6) Mechanical brush cutters shall not be operated when there are non-Contractor personnel or occupied vehicles within a hazardous distance of immediate operating area.

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7) Trees within the cutting limits which are over four (4) inches in diameter shall be limbed in lieu of cutting

8) When trees are limbed, limbs shall be cut within four (4) inches of the trunk

b. Cutting Side Vegetation

1) Pass mile work will be 8 feet regardless of slope deviations, see drawings.

2) Side mile work will be ordered in uniform width for the length of the listed segments of roads.

3) Unless otherwise included in Special Project Specifications work shall commence at the edge of the traveled way and proceed away from the road centerline. For roads without a defined traveled way the starting point for cutting will be marked in the field or defined in Special Project Specifications.

c. Debris

1) Materials resulting from the cutting operation in excess of one (1) foot in length or three (3) inches in diameter, shall not be allowed to remain on roadway slopes within the treated area, in ditches, or within water courses.

2) Limbs and chunks in excess of three (3) inches in any dimension shall be removed from the traveled way and shoulders.

3) Materials may be scattered downslope from the roadbed, outside of the work area and drainages. Concentrations shall be rescattered or removed.

3. MEASUREMENT

a. Measurement for cutting vegetation by the pass mile will be determined by the number of passes ordered and accepted. Partial increments ordered to complete the outside edge of backslope or fill slope cutting and transitions will be measured as full passes. The length of each pass will be determined to the nearest one-tenth (1/10) mile on each road.

b. Measurement for cutting side vegetation by the side mile will be the length of roads or segments ordered and accepted. The length will be determined to the nearest one-hundred (1/100) mile on each side of each road.

c. No reduction in the mileage between road terminal shown on the road listing will be made for areas where there is little or no vegetation to be cut.

4. PAYMENT

a. The accepted quantities will be paid at the unit price shown in the Schedule of Items.

b. Payment will be made under:

Pay Item Description Pay Unit

842 (1) Cutting Side Vegetation Pass Mile

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Table of Contents Preface

101 - Terms¸ Format¸ and Definitions

101.01 Meaning of Terms

101.03 AbbreviaƟons

101.04 DefiniƟons

102 - Bid¸ Award¸ and Execution of Contract

Delete SecƟon 102

103 - Scope of Work

Delete SubsecƟons 103.02, 103.03, 103.04, 103.05

104 - Control of Work

Delete SubsecƟons 104.01, 104.02, 104.04

104.06 Use of Roads by Contractor

105 - Control of Material

105.05 Use of Material Found in the Work

106 - Acceptance of Work

106.01 Conformity with Contract Requirements

106.02 Visual InspecƟon

107 - Legal Relations and Responsibility to the Public

Delete SubsecƟon 107.05

108 - Prosecution and Progress

Delete SecƟon 108

109 - Measurement and Payment

Delete SubsecƟons 109.06, 109.07, 109.08, 109.09

109.01 Measurement of Work

109.02 Measurement Terms and DefiniƟons

155 - Schedules for Construction Contracts

Delete SecƟon 155

203 - Removal of Structures and Obstructions

203.04 (b) General

203.05 Disposing of Material

301 - Untreated Aggregate Courses

301.03 General

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301.05 CompacƟng

602 - Culverts and Drains

602.05 Laying Metal Pipe

602.05 Laying Metal Pipe

12363N26Q4061 AR Dinkey Lakes Road Repair Page 29 of 159

Preface Preface_wo_08_22_2023

Delete all but the first paragraph and add the following:

The Forest Service, US Department of Agriculture has adopted FP-14 for construction of National Forest System Roads.

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101 - Terms¸ Format¸ and Definitions 101.01_National_11_9_2016

Add the following paragraph to Subsection 101.01:

101.01 Meaning of Terms.

Delete all references to the TAR (TransportaƟon AcquisiƟon RegulaƟons) in the specificaƟons.

101.03_National_11_9_2016

Add the following to Subsection 101.03:

101.03 Abbrevia ons.

(a) Acronyms.

AGAR — Agriculture AcquisiƟon RegulaƟons

AFPA — American Forest and Paper AssociaƟon

FSAR — Forest Service AcquisiƟon RegulaƟons

MSHA — Mine Safety and Health AdministraƟon

NESC — NaƟonal Electrical Safety Code

WCLIB — West Coast Lumber InspecƟon Bureau

(f) Miscellaneous unit abbrevia ons.

MP — milepost locaƟon ppm — parts per million volume

STA staƟon locaƟon

101.04_National_1_22_2020

Make the following changes to Subsection 101.04:

12363N26Q4061 AR Dinkey Lakes Road Repair Page 31 of 159

101.04 Defini ons.

Delete these definitions and replace the following:

Bid Schedule — The Schedule of Items.

Bridge — A structure, including supports, erected over a depression or an obstrucƟon such as water along a road, a trail, or a railway and having a deck for carrying traffic or other loads.

Contractor — The individual or legal enƟty contracƟng with the Government for performance of prescribed work. In a Ɵmber sale contract, the contractor is the “Purchaser”.

Culvert — Any structure with a boƩom, regardless of fill depth, depth of invert burial, or presence of horizontal driving surface, or any boƩomless (natural channel) structure with fooƟngs that will not have wheel loads in direct contact with the top of the structure.

Drawings — (Public Works Contracts) Design sheets or fabricaƟon, erecƟon, or construcƟon details submiƩed to the CO by the Contractor according to FAR Clause 52.236-21 SpecificaƟons and Drawings for ConstrucƟon. Also refers to submissions and submiƩals.

No ce to Proceed — (Public Works Contracts) WriƩen noƟce to the Contractor to begin the contract work.

Right-of-Way — A general term denoƟng (1) the privilege to pass over land in some parƟcular line

(including easement, lease, permit, or license to occupy, use, or traverse public or private lands), or (2)

Real property necessary for the project, including roadway, buffer areas, access, and drainage areas.

Solicita on—(Public Works Contracts) The complete assembly of documents (whether aƩached or incorporated by reference) furnished to prospecƟve bidders.

Add the following definitions:

Adjustment in Contract Price — “Equitable adjustment,” as used in the Federal AcquisiƟon RegulaƟons, or “construcƟon cost adjustment,” as used in the Timber Sale Contract, as applicable.

Change — “Change” means “change order” as used in the Federal AcquisiƟon RegulaƟons, or “design change” as used in the Timber Sale Contract.

Forest Service — The United States of America, acƟng through the Forest Service, U.S. Department of

Agriculture.

Neat Line — A line defining the proposed or specified limits of an excavaƟon or structure.

Pioneer Road — Temporary construcƟon access built along the route of the project.

Purchaser — The individual, partnership, joint venture, or corporaƟon contracƟng with the Government under the terms of a Timber Sale Contract and acƟng independently or through agents, employees, or subcontractors.

Protected Streamcourse — A drainage shown on the plans or Ɵmber sale area map that requires designated miƟgaƟon measures.

12363N26Q4061 AR Dinkey Lakes Road Repair Page 32 of 159

Road Order — An order affecƟng and controlling traffic on roads under Forest Service jurisdicƟon. Road

Orders are issued by a designated Forest Officer under the authoriƟes of 36 CFR, part 260.

Shop Drawings — (Timber and Stewardship Contracts) Referred to as “Drawings” in FP-14, include drawings, diagrams, layouts, schemaƟcs, descripƟve literature, illustraƟons, lists or tables, performance and test data, and similar materials furnished by Purchaser to explain in detail specific porƟons of the work required by the contract.

U liza on Standards —

The minimum size and percent soundness of trees described in Public Works contract specificaƟons or

Timber Sale and IRTC contract provisions to determine merchantable Ɵmber.

Add Figure 101-1—Illustration of road structure terms:

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Figure 101-1—Illustra on of road structure terms.

12363N26Q4061 AR Dinkey Lakes Road Repair Page 34 of 159

102 - Bid¸ Award¸ and Execution of Contract 102.00_National_11_9_2016

Delete Section 102 in its entirety.

Delete Sec on 102.

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103 - Scope of Work 103.00_National_11_9_2016

Delete all of Section 103 except Subsection 103.01 Intent of Contract.

Delete Subsec ons 103.02, 103.03, 103.04, 103.05.

12363N26Q4061 AR Dinkey Lakes Road Repair Page 36 of 159

104 - Control of Work 104.00_National_11_9_2016

Delete Subsections 104.01, 104.02, and 104.04.

Delete Subsec ons 104.01, 104.02, 104.04.

104.06_National_11_9_2016

Add the following to Subsection 104.06:

104.06 Use of Roads by Contractor.

The Contractor is authorized to use roads under the jurisdicƟon of the Forest Service for all acƟviƟes necessary to complete this contract, subject to the limitaƟons and authorizaƟons designated in the Road

Order(s) or described in the contract, when such use will not damage the roads or naƟonal forest resources, and when traffic can be accommodated safely.

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105 - Control of Material 105.05_National_6_29_2020

105.05 Use of Material Found in the Work.

Delete 105.05 (a) and (b) and the last sentence of the second paragraph and subsƟtute the following:

Materials produced or processed from Government lands in excess of the quanƟƟes required for performance of this contract are the property of the Government. Place excess material safely at government-approved locaƟon, at no addiƟonal cost to government.

12363N26Q4061 AR Dinkey Lakes Road Repair Page 38 of 159

106 - Acceptance of Work 106.01_National_7_18_2017

Delete Subsection 106.01 and replace with the following:

106.01 Conformity with Contract Requirements.

Follow the requirements of FAR Clause 52.246-12 InspecƟon of ConstrucƟon.

References to standard test methods of AASHTO, ASTM, GSA, and other recognized standard authoriƟes refer to the methods in effect on the date of solicitaƟon for bids.

Perform all work to the lines, grades, cross-secƟons, dimensions, and processes or material requirements shown on the plans or specified in the contract.

Incorporate manufactured materials into the work according to the manufacturer’s recommendaƟons or to these specificaƟons, whichever is more strict.

Plan dimensions and contract specificaƟon values are the values to be strived for and complied with as the design values from which any deviaƟons are allowed. Perform work and provide material that is uniform in character and reasonably close to the prescribed value or within the specified tolerance range. The purpose of a tolerance range is to accommodate occasional minor variaƟons from the median zone that are unavoidable for pracƟcal reasons.

When standard manufactured items are specified (such as fence, wire, plates, rolled shapes, pipe conduits, etc., that are idenƟfied by gauge, unit mass, secƟon dimensions, etc.), the idenƟficaƟon will be considered to be nominal masses or dimensions. Unless specific contract tolerances are noted, established manufacturing tolerances will be accepted.

The Government may inspect, sample, or test all work at any Ɵme before final acceptance of the project.

When the Government tests work, copies of test reports are furnished to the Contractor upon request.

Government tests may or may not be performed at the work site. If Contractor tesƟng and inspecƟon is verified by the Government, the Contractor’s results may be used by the Government to evaluate work for acceptance. Do not rely on the availability of Government test results for process control.

Acceptable work conforming to the contract will be paid for at the contract unit bid price. Four methods of determining conformity and accepƟng work are described in SubsecƟons 106.02 to 106.05 inclusive.

The primary method of acceptance is specified in each SecƟon of work. However, work may be rejected at any Ɵme it is found by any of the methods not to comply with the contract.

Remove, repair, or replace work that does not conform to the contract, or to prevailing industry standards where no specific contract requirements are noted. Removing, repairing, or replacing work;

providing temporary traffic control; and any other related work to accomplish conformity will be at no cost to the Government.

(a) Dispu ng Government test results. If the accuracy of Government test results is disputed, promptly inform the CO. If the dispute is unresolved aŌer reasonable steps are taken to resolve the dispute, further evaluaƟon may be obtained by wriƩen request. Include a narraƟve describing the dispute and a proposed resoluƟon protocol that addresses the following:

12363N26Q4061 AR Dinkey Lakes Road Repair…