Solicitation_12363N26Q4034.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)

1160794

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

02/10/2026

12363N26Q4034

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 NELDER GROVE ROAD REPAIRS

Sierra National Forest

Madera 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 9, 2026- July 13, 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

03/04/2026

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)

12363N26Q4034 Nelder Grove Road Repairs Page 1 of 125

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...

12363N26Q4034 Nelder Grove Road Repairs Page 2 of 125

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

12363N26Q4034

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.i8ie6fzw29bo4o6u@u.box.com on or BEFORE

September 4, 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.

26Q4034-R5FERM-VendorName-Quote and

26Q4034-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 Location Code: 9A40

SIERRA NATIONAL FOREST

1600 TOLLHOUSE RD

CLOVIS CA 93611-0532 US

FOB: Destination

Period of Performance: 03/09/2026 to 07/13/2026

0001 Atmospheric River (AR)- Nelder Grove Road Repairs

Period of Performance: 03/02/2026 to 06/30/2026

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

Continued ...

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

Sponsored by GSA

FAR (48 CFR) 53.110

12363N26Q4034 Nelder Grove Road Repairs Page 3 of 125

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

12363N26Q4034

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

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

12363N26Q4034 Nelder Grove Road Repairs Page 4 of 125

SCHEDULE OF ITEMS

AR - Nelder Grove Road Repairs

SIERRA NATIONAL FOREST

MADERA COUNTY

EST. UNIT TOTAL

QTY. PRICE PRICE

151 Mobilization LPSM 1 $ $

Dispose of approximately 360

LNFT of 18" pipe and 5 gates.

LPSM 1 $ $

251 Class 3 Riprap CUYD 270 $ $

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

CUYD 12588 $ $

418.03

Asphalt Pavement Patching

(Deep Patch) w/

Geogrid.(Approximately 120

SQYD)

TONS 30 $ $

Import and install 36"

Corrugated metal pipes

LNFT 360 $ $

602 Install 36" metel end section EACH 5 $ $

619 Replace 16ft Classic Gate EACH 5 $ $

635 Temporary Traffic Control LPSM 1 $ $

Restore Drainage Functions

(Aggregate and Native Surface) w/water

MILE 130.7 $ $

Cutting Roadway Vegetation (8 ft, both sides)

MILE 40.5 $ $

Total $

ITEM DESCRIPTION

UNIT OF

MEAS.

12363N26Q4034 Nelder Grove Road Repairs Page 5 of 125

US Department of Agriculture (USDA)

Statement of Work

ATMOSPHERIC RIVER (AR) – NELDER GROVE ROAD REPAIRS.

12363N26Q4034 Nelder Grove Road Repairs Page 6 of 125

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

12363N26Q4034 Nelder Grove Road Repairs Page 7 of 125

Project

AR NELDER GROVE 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 130miles of National Forest Roads. Including grading the road, replace culverts, replace exiting gates and place base rock to reconstruct drivable rolling dips leaving a clear path for runoff to culverts and lead off. 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

The project location is 4 miles north of Oakhurst, CA. See attached map.

4.0 Estimated Start Date / Period of Performance

Estimated period of performance March – May 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.

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.

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.

12363N26Q4034 Nelder Grove Road Repairs Page 8 of 125

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 418 – ½” HMA PG 64-10

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.

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

12363N26Q4034 Nelder Grove Road Repairs Page 9 of 125

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.

12363N26Q4034 Nelder Grove Road Repairs Page 10 of 125

PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF001

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVER SHEET

10/23/2025

2 MAP 10/23/2025

3 TYPICAL CROSS SECTIONS 10/23/2025

4 CUTTING ROADWAY VEGETATION 10/23/2025

5 CULVERT DETAILS 10/23/2025

6 CLASSIC GATE 10/23/2025

RECOMMENDED BY:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

FOREST SUPERVISOR DATE

United States Department of Agriculture

Forest Service

AR NELDER GROVE ROAD REPAIRS

CALIFORNIA

MADERA COUNTY

SIERRA NATIONAL FOREST

(R05) PACIFC SOUTHWEST REGION

Map provided on separate document.

Contract covers approximately 156 Square miles and it can be reached from Jersey Dale and Oakhurst, CA. See attached map.

12363N26Q4034 Nelder Grove Road Repairs Page 11 of 125

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

PROJECT NO.

OFSHEET

PROJECT NAME

DATE

ARCHIVE NO.

DWG SHEET NO.

(R05)

PACIFIC SOUTHWEST REGION

AR NELDER GROVE

ROAD REPAIRS.

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

MAP

10/23/2025

PABLO GONZALEZ

ANTONIO CABRERA

G-01

Vicinity Map

4 MILES TO

OAKHURTS, CA.

12363N26Q4034 Nelder Grove Road Repairs Page 12 of 125

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 17')

2%

2:1Fill SlopeExisting Ground

Exist ing Ground

Varies (Avg 17')

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 17')

2%

Varies (Avg 17')

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 NELDER GROVE

ROAD REPAIRS.

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

TYPICAL CROSS

SECTIONS

10/23/2025

PABLO GONZALEZ

ANTONIO CABRERA

G-02

TYPICAL CROSS SECTIONS

12363N26Q4034 Nelder Grove Road Repairs Page 13 of 125

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

PROJECT NO.

OFSHEET

PROJECT NAME

DATE

ARCHIVE NO.

DWG SHEET NO.

(R05)

PACIFIC SOUTHWEST REGION

AR NELDER GROVE

ROAD REPAIRS.

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

CUTTING ROADWAY

VEGETATION

10/23/2025

PABLO GONZALEZ

ANTONIO CABRERA

G-03

Cutting Roadway Vegetation

12363N26Q4034 Nelder Grove Road Repairs Page 14 of 125

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 NELDER GROVE

ROAD REPAIRS.

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

CULVERT

INSTALLATION

10/23/2025

PABLO GONZALEZ

ANTONIO CABRERA

G-04

Culvert Details

12363N26Q4034 Nelder Grove Road Repairs Page 15 of 125

* 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 NELDER GROVE

ROAD REPAIRS.

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

CLASSIC GATE

10/23/2025

PABLO GONZALEZ

ANTONIO CABRERA

G-05

CLASSIC DRAIN

12363N26Q4034 Nelder Grove Road Repairs Page 16 of 125

SIERRA NATIONAL FOREST

AR - NELDER GROVE ROAD REPAISR

0 1 20.5 Miles

Nelder_Grove

OPER_MAINT_LEVEL

2 - HIGH CLEARANCE VEHICLES

3 - SUITABLE FOR PASSENGER CARS

12363N26Q4034 Nelder Grove Road Repairs Page 17 of 125

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))

12363N26Q4034 Nelder Grove Road Repairs Page 18 of 125

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.

12363N26Q4034 Nelder Grove Road Repairs Page 19 of 125

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.

12363N26Q4034 Nelder Grove Road Repairs Page 20 of 125 https://links-2.govdelivery.com/CL0/https:%2F%2Flinks-2.govdelivery.com%2FCL0%2Fhttps:%252F%252Fwww.whitehouse.gov%252Fpresidential-actions%252F2025%252F04%252Frestoring-common-sense-to-federal-procurement%252F%2F1%2F0101019a2c554a32-f0246afd-e2b4-418c-817b-e6a76b6d073a-000000%2FUX8vjw5CHuC8f77RXf4Fu_Fb-_GNv8DPn3ftoPjCF5w=428/1/0101019a2c60554d-c2540c50-6d63-472c-95dc-38b51df370df-000000/iQRSADqlGWrqB7R_fB5Wg3JNajtZsj28p5OVudC_BNc=428 https://links-2.govdelivery.com/CL0/https:%2F%2Flinks-2.govdelivery.com%2FCL0%2Fhttps:%252F%252Fwww.acquisition.gov%252Fsites%252Fdefault%252Ffiles%252Fpage_file_uploads%252FM-25-26-Overhauling-the-Federal-Acquisition-Regulation-002.pdf%2F1%2F0101019a2c554a32-f0246afd-e2b4-418c-817b-e6a76b6d073a-000000%2FV2fElIf9f7QdG6m5Ww5jhArdcb1aIH_aeS4ElUjVmc4=428/1/0101019a2c60554d-c2540c50-6d63-472c-95dc-38b51df370df-000000/xV7YtpptB-6N9VpzH2pxYTGN8LdN8SNn64No6C5amvE=428 http://www.acquisition.gov/far-overhaul https://www.acquisition.gov/sites/default/files/page_file_uploads/far-companion.pdf https://links-2.govdelivery.com/CL0/https:%2F%2Flinks-2.govdelivery.com%2FCL0%2Fhttps:%252F%252Fwww.acquisition.gov%252Ffar-overhaul%252Ffar-part-deviation-guide%2F1%2F0101019a2c554a32-f0246afd-e2b4-418c-817b-e6a76b6d073a-000000%2F5uwlAI9fF6_-jn5dDrAJ48p0ONjbyVaveJ8mw6NFErg=428/1/0101019a2c60554d-c2540c50-6d63-472c-95dc-38b51df370df-000000/hKblUJZVwmanVmACgNxzdtGcTCp_8oeUkYIXHQ6RvZg=428 https://links-2.govdelivery.com/CL0/https:%2F%2Flinks-2.govdelivery.com%2FCL0%2Fhttps:%252F%252Fwww.acquisition.gov%252Ffar-overhaul%2F1%2F0101019a2c554a32-f0246afd-e2b4-418c-817b-e6a76b6d073a-000000%2FukMJUCl7XyhWDI2ryQDSaDkjAdvpP13mSWTjRrsTJgw=428/1/0101019a2c60554d-c2540c50-6d63-472c-95dc-38b51df370df-000000/swhJC4pXT7o0UtFbXNL-dK3Q6ehR3wIq3ZsJ5q7R3-s=428

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.

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.

12363N26Q4034 Nelder Grove Road Repairs Page 21 of 125

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 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.

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 by wheel rolling. 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 wheel rolling the material into the settled area providing a smooth transition to adjacent satisfactory roadbed.

12363N26Q4034 Nelder Grove Road Repairs Page 22 of 125

i. Washouts

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

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

12363N26Q4034 Nelder Grove Road Repairs Page 23 of 125

842 CUTTING ROADWAY VEGETATION (5/97)

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 (On the ground or standing) 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 Special Project Specifications.

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 Project Specifications or drawings.

4) Work may be performed either by hand or mechanically unless specifically shown in the Road Listing and Schedule of Items. Self-propelled equipment shall not be allowed on cut and fill slopes or in ditches.

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.

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

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

• Chipping and Removal; Contractors shall use a woodchipper capable of shredding wood debris into pieces not exceeding 1” . Chips shall be removed from National Forest lands or placed on areas approved by the Contracting Officer scattered to a loose depth not to exceed 6 inches.

b. Cutting Side Vegetation

1) Pass mile work will be ordered in four (4) foot increments of width regardless of slope

12363N26Q4034 Nelder Grove Road Repairs Page 24 of 125 deviations.

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.

4) Transitions between differing increments of cutting width shall be provided. Transitions shall be accomplished in a taper length of not less than fifty (50) nor more than seventy (70) feet

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 four

(3) foot 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-tenth (1/10) 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.

12363N26Q4034 Nelder Grove Road Repairs Page 25 of 125

A.R. Nelder Grove Road Repairs

SECTION M – EVALUATIONS FACTORS FOR AWARD

A. GENERAL:

Each offeror is required to submit supporting documentation for each factor/criterion below in an orderly manner with no staples, no double-sided printing, no binders, and no paperclips. The Forest Service requests that you be a concise and brief as possible, while clearly providing the required information for government evaluation. It is recommended that each offeror label its submissions precisely as provided below to allow the evaluation team to review your responses according to the required factors/criteria outlined below.

B. EVALUATION FACTORS:

1. Factor 1 – Technical Capability (Not to exceed 5 pages):

2. Factor 2 – Relevant Past Performance (Not to exceed 5 pages)

3. Factor 3 - Price

Factor 1 – Technical Capability

The Government will evaluate the offeror’s technical approach deemed relevant to the requirements of this proposal. Technical approach is a measure of the degree to which the vendor presents their understanding of the requirements and the challenges of this project as well as their ability to mitigate those challenges to complete the project as specified. The offeror’s narrative response to the technical approach should be in as much detail as the offeror considers necessary to fully explain their proposed means and methods of completion, including subcontractors, key personnel, and quality control. The technical approach should reflect a clear understanding of the nature of the project, level of effort required, and acceptable level of quality.

In order to be considered technically acceptable, the Offeror’s Technical Proposal must demonstrate the ability to perform the prospective contract successfully.

Table M-1a “Technical Capability Adjectival Ratings and Definitions”

Adjectival Ratings (Points) Definitions Exceptional (3) Exceeds most of the required performance outcomes or capabilities in ways beneficial to the agency and has no significant weakness.

Good (2) Exceeds a few of the required performance outcomes or capabilities in a beneficial way to the agency and has no significant weakness.

Acceptable (1) Meets evaluation standards and any weaknesses are readily correctible.

Marginal (0) Fails to meet evaluation standards; however, any significant deficiencies are correctable.

Unacceptable (-1) Fails to meet a minimum requirement of the RFP and the deficiency is uncorrectable without a major revision of the proposal.

12363N26Q4034 Nelder Grove Road Repairs Page 26 of 125

Factor 2 – Relevant Past Performance

Relevant past performance is defined as having knowledge and experience demonstrating the ability to manage the work as described in the specifications provided with this solicitation. Relevant past performance is a measure of the degree to which an offeror, as an organization, has: (1) satisfied its customers and (2) complied with federal, state, and local laws and regulations. The TEB will use the offeror’s submitted documents and the Past Performance Information Retrieval System (PPIRS) to establish an overall past performance adjectival rating. It is also defined as having knowledge and experience demonstrating the ability to manage the work as described in the specifications provided with this solicitation.

Using DATA SHEET FOR RELEVANT PAST PERFORMANCE SURVEY, provide a list of at least three (3), but not more than five

(5) of the most relevant contracts performed for Federal Agencies and commercial customers within the last five (5) years for the primary offeror.

The TEB will review the following elements:

a. Schedule: The timeliness of the contractor against the completion of the contract, task orders, milestones, delivery schedules and administrative requirements;

b. Cost Control: Assess the offeror’s effectiveness in forecasting, managing, and controlling contract costs where task or contract sizing is based upon offeror-provided person hour estimates, the relationship of these estimates to ultimate task cost effort should be assessed. In addition, the extent to which the offeror demonstrates a sense of cost responsibility, through the efficient use of resources, in each work effort should be assessed;

c. Management: Assess the integration and coordination of all activity needed to execute the contract or order, specifically the timeliness, completeness and quality of problem identification, corrective action plans, proposal submittals, the contractor’s history of reasonable and cooperative behavior (to include timely identification of issues in controversy), customer satisfaction, timely award and management of subcontracts;

Table M-1b “Relevant Experience and Past Performance Adjectival Ratings and Definitions”

Adjectival Ratings Definitions Exceptional (3)

Based on the offeror’s performance record, the government has high confidence the offeror will successfully perform the required effort.

Good (2)

Based on the offeror’s performance record, the government has significant confidence the offeror will successfully perform the required effort.

Acceptable (1) Based on the offeror’s performance record, the government has confidence the offeror will successfully perform the required effort.

Marginal (0) In the case of an offeror without a record of relevant past performance or for whom information on past performance is not available, the offeror may not be evaluated favorably or unfavorably on past performance

Unacceptable (-1)

Based on the offeror’s performance record, substantial doubt exists that the offeror will successfully perform the required effort.

Note: An offeror with no past performance ratings, or those with no relevant performance ratings relevant to specific major features of this solicitation, must state that they have no relevant past performance ratings to this work. The offeror, in this case, will be scored neutral for this factor.

Factor 3 - Price

The Government will evaluate the lowest price offer to determine if the price is fair and reasonable for the work to be performed using price analysis. To be considered fair and reasonable for the work performed, the evaluators will also check for appearance of unbalanced line-item prices. If deemed necessary, the supplemental price breakdown information will be used to assist the Government in performing the price evaluation.

Table M-1d “Price” Adjectival Ratings Definitions

Exceptional (2)

Based on the offeror’s bid price, the government has high confidence the offeror will successfully perform the required effort.

Acceptable (1)

Based on the offeror’s bid price, the government has confidence the offeror will successfully perform the required effort.

Unacceptable (-1)

Based on the offeror’s bid price, doubt exists that the offeror will successfully perform the required effort.

12363N26Q4034 Nelder Grove Road Repairs Page 27 of 125

Davis-Bacon Act WD # CA20260018 Wage Determination Modification # Construction Building, Heavy, Highway Last Revised Date Jan 30, 2026

States and Counties

State California Counties Alameda, Calaveras, Contra Costa, Fresno, Kings, Madera, Mariposa, Merced, Monterey, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Stanislaus, Tuolumne

Document "General Decision Number: CA20260018 01/30/2026

Superseded General Decision Number: CA20250018

State: California

Construction Types: Building, Heavy (Heavy and Dredging) and Highway

Counties: Alameda, Calaveras, Contra Costa, Fresno, Kings, Madera, Mariposa, Merced, Monterey, San Benito, San Francisco, San Joaquin, San Mateo, Santa Clara, Santa Cruz, Stanislaus and Tuolumne Counties in California.

BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS

Modification Number Publication Date 0 01/02/2026 1 01/09/2026

12363N26Q4034 Nelder Grove Road Repairs Page 28 of 125

2 01/16/2026 3 01/23/2026 4 01/30/2026

ASBE0016-004 05/01/2025

AREA 1: CALAVERAS, FRESNO, KINGS, MADERA, MARIPOSA, MERCED,

MONTEREY, SAN BENITO, SAN JOAQUIN, SANTA CRUZ, STANISLAUS &

TOULMNE COUNTIES

AREA 2: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA

CLARA COUNTIES

Rates Fringes

Asbestos Removal worker/hazardous material handler (Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not) Area 1......................$ 34.56 11.40 Area 2......................$ 44.73 12.75

ASBE0016-008 01/01/2024

AREA 1: ALAMEDA, CONTRA COSTA, MONTEREY, SAN BENITO, SAN

FRANCISCO, SAN MATEO, SANTA CLARA, & SANTA CRUZ

AREA 2: CALAVERAS, COLUSA, FRESNO, KINGS, MADERA, MARIPOSA,

MERCED, SAN JOAQUIN, STANISLAUS, & TUOLUMNE

Asbestos Workers/Insulator (Includes the application of all insulating materials, Protective Coverings, Coatings, and Finishes to all types of mechanical systems) Area 1......................$ 84.76 25.07

12363N26Q4034 Nelder Grove Road Repairs Page 29 of 125

Area 2......................$ 64.56 25.07

BOIL0549-001 01/01/2021

AREA 1: ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO & SANTA

CLARA COUNTIES

AREA 2: REMAINING COUNTIES

BOILERMAKER

Area 1......................$ 49.62 41.27 Area 2......................$ 45.60 38.99

BRCA0003-001 08/01/2024

Rates Fringes

MARBLE FINISHER..................$ 42.06 19.80

BRCA0003-003 08/01/2024

Rates Fringes

MARBLE MASON.....................$ 61.72 30.31

BRCA0003-005 05/01/2024

Rates Fringes

BRICKLAYER

( 1) Fresno, Kings, Madera, Mariposa, Merced....$ 51.17 25.80 ( 7) San Francisco, San Mateo.......................$ 57.02 28.50 ( 8) Alameda, Contra Costa, San Benito, Santa Clara.......................$ 56.94 26.28 ( 9) Calaveras, San Joaquin, Stanislaus, Toulumne....................$ 52.76 25.01

(16) Monterey, Santa Cruz...$ 54.18 27.82

BRCA0003-008 07/01/2024

12363N26Q4034 Nelder Grove Road Repairs Page 30 of 125

TERRAZZO FINISHER................$ 44.93 20.98

TERRAZZO WORKER/SETTER...........$ 60.58 29.79

BRCA0003-011 04/01/2024

AREA 1: Alameda, Contra Costa, Monterey, San Benito, San Francisco, San Mateo, Santa Clara, Santa Cruz

AREA 2: Calaveras, San Joaquin, Stanislaus, Tuolumne

AREA 3: Fresno, Kings, Madera, Mariposa, Merced

TILE FINISHER

Area 1......................$ 37.75 19.28 Area 2......................$ 34.76 19.22 Area 3......................$ 32.68 18.32 Tile Layer Area 1......................$ 59.92 22.62 Area 2......................$ 55.17 22.52 Area 3......................$ 50.28 22.05

CARP0022-001 07/01/2023

San Francisco County

Rates Fringes

Carpenters Bridge Builder/Highway Carpenter...................$ 60.39 33.52 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 60.54 33.52 Journeyman Carpenter........$ 60.39 33.52 Millwright..................$ 60.49 35.11

CARP0034-001 07/01/2021

12363N26Q4034 Nelder Grove Road Repairs Page 31 of 125

Diver Assistant Tender, ROV Tender/Technician...........$ 54.10 34.69 Diver standby...............$ 60.51 34.69 Diver Tender................$ 59.51 34.69 Diver wet...................$ 103.62 34.69 Manifold Operator (mixed gas)........................$ 64.51 34.69 Manifold Operator (Standby).$ 59.51 34.69

DEPTH PAY (Surface Diving):

050 to 100 ft $2.00 per foot 101 to 150 ft $3.00 per foot 151 to 220 ft $4.00 per foot 221 ft.-deeper $5.00 per foot

SATURATION DIVING:

The standby rate shall apply until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. The diver rate shall be paid for all saturation hours.

DIVING IN ENCLOSURES:

Where it is necessary for Divers to enter pipes or tunnels, or other enclosures where there is no vertical ascent, the following premium shall be paid: Distance traveled from entrance 26 feet to 300 feet: $1.00 per foot. When it is necessary for a diver to enter any pipe, tunnel or other enclosure less than 48"" in height, the premium will be $1.00 per foot.

WORK IN COMBINATION OF CLASSIFICATIONS:

Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift.

CARP0034-003 07/01/2021

Rates Fringes

Piledriver.......................$ 54.10 34.69

CARP0035-007 07/01/2020

12363N26Q4034 Nelder Grove Road Repairs Page 32 of 125

AREA 1: Alameda, Contra Costa, San Francisco, San Mateo, Santa Clara counties

AREA 2: Monterey, San Benito, Santa Cruz Counties

AREA 3: Calaveras, Fresno, Kings, Madera, Mariposa, Merced, San Joaquin, Stanislaus, Tuolumne Counties

Modular Furniture Installer Area 1 Installer..................$ 28.76 22.53 Lead Installer.............$ 32.21 23.03 Master Installer...........$ 36.43 23.03 Area 2 Installer..................$ 26.11 22.53 Lead Installer.............$ 29.08 23.03 Master Installer...........$ 32.71 23.03 Area 3 Installer..................$ 25.16 22.53 Lead Installer.............$ 27.96 23.03 Master Installer...........$ 31.38 23.03

CARP0035-008 08/01/2020

AREA 1: Alameda, Contra Costa, San Francisco, San Mateo, Santa Clara counties

AREA 2: Monterey, San Benito, Santa Cruz Counties

AREA 3: San Joaquin

AREA 4: Calaveras, Fresno, Kings, Madera, Mariposa, Merced, Stanislaus, Tuolumne Counties

Drywall Installers/Lathers:

Area 1......................$ 52.65 31.26 Area 2......................$ 46.77 31.26 Area 3......................$ 47.27 31.26 Area 4......................$ 45.92 31.26 Drywall Stocker/Scrapper Area 1......................$ 26.33 18.22

12363N26Q4034 Nelder Grove Road Repairs Page 33 of 125

Area 2......................$ 23.39 18.22 Area 3......................$ 23.64 18.22 Area 4......................$ 22.97 18.22

CARP0152-001 07/01/2020

Contra Costa County

Rates Fringes

Carpenters Bridge Builder/Highway Carpenter...................$ 52.65 30.82 Hardwood Floorlayer, Shingler, Power Saw Operator, Steel Scaffold & Steel Shoring Erector, Saw Filer.......................$ 52.80 30.82 Journeyman Carpenter........$ 52.65 30.82 Millwright..................$ 52.75 32.41

CARP0152-002 07/01/2020

San…