RFP 12970224R0048 Disaster August CG Road Repairs.pdf

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

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

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

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)

1115133

USDA FOREST SERVICE

SPOC SOUTHWEST

1400 INDEPENDENCE AVE SW MS-1138

WASHINGTON DC 20250-0001

Contract Specialist - Tammy Perrine

Req #1115133 - August Campground Road Repairs Email: Tammy.Perrine@usda.gov

TAMMY PERRINE 520-827-9113

DIS

07/02/2024

1. SOLICITATION NO.

12970224R0048

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

The project includes road repair and related work on three campground roads and one Forest Road, they are: Forest Glen Campground Road, Hell Gate Campground Road, Scott Flat Campground Road and Forest Road 1S26, as well as campground spurs and parking areas.

Request for Information (RFI) shall be submitted via email to Tammy.Perrine@usda.gov NLT five (5) calendar days prior to the closing date of this solicitation.

Proposals are to be submitted via email to Tammy.Perrine@usda.gov before 08/02/2024 at 4:00pm PST.

When submitting questions or quotes, please ensure to include solicitation project description in the subject line, "Disaster, August CG Road Repairs"

North American Industry Classification (NAICS): 237310 - Highway, Street, and Bridge Construction

Size Standard is $45M

Product Service Code (PSC): Z2LB - Repair or Alteration of Highways/Roads/Streets/ Bridges/Railways

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:

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.)

14 160 calendar days and complete it within ________________ ________________ calendar days after receiving

52.211-10 Alt 1

a. Sealed offers in original and

______________________ 08/02/2024

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)

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

2PAGE OF

JOHN T. KAMERER

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...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 43

CONTINUATION SHEET

PAGE OFREFERENCE NO. OF DOCUMENT BEING CONTINUED

12970224R0048

Site Visit will be on Thursday July 18, 2024 10:30am at Forest Glen Campground. Schedule attendance with tyson.curran@usda.gov at least 2 days prior to the site visit.

Base Contract (See Schedule of Items for detailed item work)

Item 1 - Forest Glen Campground Road

Item 2 - Hell Gate Campground Road

Item 3 - Scott Flat Campground Road

Item 4 - Forest Road 1S26

Option Work 1 - Contractor Quality Control

Deliver:160 Days after NTP

Delivery Location Code: 9A28

USDA FOREST SERVICE

SHASTA TRINITY NATIONAL FOREST

3644 AVTECH PARKWAY

REDDING CA 96002 US

Mark For:

USDA FOREST SERVICE

SPOC SOUTHWEST

1400 INDEPENDENCE AVE SW MS-1138

WASHINGTON DC 20250-0001

Delivery: 08/02/2024 Delivery Location Code: 9A28

USDA FOREST SERVICE

SHASTA TRINITY NATIONAL FOREST

3644 AVTECH PARKWAY

REDDING CA 96002 US

Mark For:

USDA FOREST SERVICE

SPOC SOUTHWEST

1400 INDEPENDENCE AVE SW MS-1138

WASHINGTON DC 20250-0001

FOB: Destination

Continued ...

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

Sponsored by GSA

FAR (48 CFR) 53.110

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

4 43

CONTINUATION SHEET

PAGE OFREFERENCE NO. OF DOCUMENT BEING CONTINUED

12970224R0048

0001 14 - CON - Disaster, August Campground Road

Repairs

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

Sponsored by GSA

FAR (48 CFR) 53.110

Solicitation No: 12970224R0048 Project Name: Disaster, August CG Road Repairs

Table of Contents

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

B.1 SCHEDULE OF ITEMS

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C.1 SCOPE OF CONTRACT

C.2 PROJECT LOCATION

C.3 MAGNITUDE OF CONSTRUCTION PROJECT

C.4 TECHNICAL SPECIFICATIONS

C.5 STATEMENT OF WORK

SECTION G--CONTRACT ADMINISTRATION DATA

PART II--CONTRACT CLAUSES

SECTION I--CONTRACT CLAUSES

I.1 CLAUSES

PART III--LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

SECTION J--LIST OF ATTACHMENTS

J.1 ATTACHMENTS

PART IV--REPRESENTATIONS AND INSTRUCTIONS

SECTION K--REPRESENTATIONS, CERTIFICATIONS, AND

OTHER STATEMENTS OF OFFERORS OR RESPONDENTS

K.1 PROVISIONS

SECTION L--INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS OR

RESPONDENTS

L.1 PROVISIONS

L.2 452.215-71 Instructions for the Preparation of Technical And Business Proposals (SEP 1999) 32

SECTION M--EVALUATION FACTORS FOR AWARD

M.1 PROVISIONS

M.2 PROPOSAL EVALUATION

M.3 TECHNICAL EVALUATION FACTORS

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

B.1 SCHEDULE OF ITEMS

ITEM NO. DESCRIPTION PAY UNIT

ESTIMATED

QUANTITY

UNIT PRICE TOTAL PRICE

Forest Glen Campground Road

15101A Mobilization Lump Sum 1 $ $

20431A Excavation/Embankment Construction Linear Foot 15 $ $

30104A 3" Aggregate Base - CalTrans 3/4" Class 2, Compaction B, Spurs/Parking & Access Paths

Cubic Yard 45 $ $

30316A Roadway Reconditioning, Placement Method 2, CG Roads Square Yard 1170 $ $

30316-01A Roadway Reconditioning, Placement Method 2, CG Spurs/Parking

Square Yard 550 $ $

40304A 2" Asphalt Concrete Overlay - 1/2'' 'B' Type PG64-10 (w/Tack Coat Application)

Square Yard 1005 $ $

63501A Temporary Traffic Control Lump Sum 1 $ $

Subtotal - Forest Glen CG - Base Contract

Hell Gate Campground Road

15101B Mobilization Lump Sum 1 $ $

21101B Roadway Obliteration Lump Sum 1 $ $

20431B Excavation/Embankment Construction Linear Foot 115 $ $

30104B 3" Aggregate Base - CalTrans 3/4" Class 2, Compaction B, Spurs/Parking & Access Paths, at Agg & AC Road Surfacing

Cubic Yard 120 $ $

30104-01B 4" Aggregate Base - CalTrans 3/4" Class 2, Compaction B, CG Spur/Parking Areas

Cubic Yard 165 $ $

30316B Roadway Reconditioning, Placement Method 2, CG Roads Square Yard 1610 $ $

40304B 2" Asphalt Concrete Overlay - 1/2'' 'B' Type PG64-10 (on 3'' AB w/Prime Coat Application)

Square Yard 1378 $ $

63501B Temporary Traffic Control Lump Sum 1 $ $

Subtotal - Hell Gate CG - Base Contract $

Scott Flat Campground Road 15101C Mobilization Lump Sum 1 $ $

20426C Drainage Excavation/Embankment, Rolling Dip Each 2 $ $

20431C Excavation/Embankment Construction Linear Foot 100 $ $

21101C Roadway Obliteration Lump Sum 1 $ $

30104C 3" Aggregate Base - CalTrans 3/4" Class 2, Compaction B, Spurs/Parking & Access Paths, at Agg & AC Road Surfacing

Cubic Yard 595 $ $

30122C Natural Ford - Gradation O Cubic Yard 21 $ $

30316C Roadway Reconditioning, Placement Method 2, CG Roads Square Yard 7120 $ $

60201-18C 18-inch pipe culvert, CMP, 16 gage, compaction method 2 Foot 20 $ $

61901C Furnish & Place 250 New Boulders & Relocate 225 Existing Boulders

Lump Sum 1 $ $

63501C Temporary Traffic Control Lump Sum 1 $ $

Subtotal - Scott Flat CG Base Contract $

Forest Road 1S26 15101D Mobilization Lump Sum 1 $ $

20408D Roadway Evcaction (Existing Pavement) Cubic Yard 35 $ $

30104D 3" Aggregate Base - CalTrans 3/4" Class 2, Compaction B, Spurs/Parking & Access Paths, at Agg & AC Road Surfacing

Cubic Yard 52 $ $

30316D Roadway Reconditioning, Placement Method 2, Road Square Yard 1165 $ $

30316-01D Roadway Reconditioning, Placement Method 2, Parking Area Square Yard 140 $ $

40304D 3" Asphalt Concrete Overlay - 1/2'' 'B' Type PG64-10 (on 3'' AB w/Prime Coat Application) Square Yard 275 $ $

40304-01D 2" Asphalt Concrete Overlay - 1/2'' 'B' Type PG64-10 (w/Tack Coat)

Square Yard 250 $ $

63501D Temporary Traffic Control Lump Sum 1 $ $

Subtotal - 1S26 $

TOTAL BASE CONTRACT $

OPTION WORK 1 – Contractor Quality Control

15301 Contractor Quality Control Lump Sum 1 $ $

TOTAL – BASE CONTRACT + OPTION WORK 1 $

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C.1 SCOPE OF CONTRACT

The project includes road repair and related work on three campground roads and one Forest Road, they are: Forest Glen Campground Road, Hell Gate Campground Road, Scott Flat Campground Road, and Forest Road 1S26, as well as campground spurs and parking areas.

Contractor is responsible for furnishing all materials, labor, equipment, transportation, and incidentals to carry out and complete the work described herein, as shown on the Project Plans, and as otherwise required by the contract. All work shall conform to the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14) and the Forest Service Supplemental Specifications (FSSS). The Sections and Subsections referenced below are the FP-14 and the associated FSSS sections.

C.2 PROJECT LOCATION

From Interstate 5 in Red Bluff, CA, take State Hwy 36 west approximately 75 miles to Hells Gate Campground. Scott Flat Campground Road is immediately accessible from southeasterly from Hells Gate Campground. Forest Glen Campground is west of Hell Gate Campground on Hwy 36 approximately 0.9 miles and on the northerly side of Hwy

36. The turn off to Forest Road 1S26 is west of Forest Glen Campground approximately 700 feet on the southerly side of Hwy 36.

C.3 MAGNITUDE OF CONSTRUCTION PROJECT

$500,000.00 - $1,000,000.00

C.4 TECHNICAL SPECIFICATIONS

FHWA Standard specification 2014 (FP-14) applies.

Forest Service Supplemental Specifications (FSSS) as attached to the contract.

C.5 STATEMENT OF WORK

SCOPE OF WORK

This project is located on the Hayfork Ranger District within the Trinity River Management Unit of the Shasta-Trinity National Forest. The project includes road repair and related work on three campground roads and one Forest Road, they are: Forest Glen Campground Road, Hell Gate Campground Road, Scott Flat Campground Road and Forest Road 1S26, as well as campground spurs and parking areas.

Contractor is responsible for furnishing all materials, labor, equipment, transportation, and incidentals to carry out and complete the work described herein, as shown on the Project Plans, and as otherwise required by the contract. All work shall conform to the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14) and the Forest Service Supplemental Specifications (FSSS). The Sections and Subsections referenced below are the FP-14 and the associated FSSS sections.

BASE CONTRACT WORK

FOREST GLEN CAMPGROUND ROAD. The base contract work includes, but not necessarily limited to:

• 15101A- Mobilization, which shall include mobilization and demobilization to and from the project site, fire plan compliance, equipment cleaning, and incidentals.

• 20401A – Excavation/Embankment Construction for Access Paths:

Clearing and grubbing of access pathway shall be included in this pay item. Cut brush and slash materials shall be uniformly distributed and dispersed into the surrounding vegetation areas.

Excavation and embankment construction activities for the establishment of graded and compacted access paths and in preparation for the placement of aggregate base materials as described herein and elsewhere in the Project Plans and this Contract. Compaction Method 2.

Access path gradients shall not exceed 5% longitudinal grade along the path of travel and shall not exceed a crossfall (transverse to the path of travel) of 2% (1/4-inch vertically in 12 inches horizontally).

• 30316A - Roadway Reconditioning – AC Paved and Aggregate Roads:

Ditch and shoulder reconditioning per 303.03 and 303.04 Roadbed reconditioning and Subsections 303.05 and 303.06, Compaction Method 2 Roadway reconditioning on paved roads shall include clearing of debris and cleaning of paved surfaces before applying tack coat.

Clearing existing culverts, 10 feet upstream and downstream of inlets & outlets, and 4’ either side of drainage path, and culvert free and clear throughout length.

Refer to Project Plan Typical Sections for limits of roadway reconditioning and clearing limits.

• 30317A - Roadway Reconditioning – Campground Spurs & Parking Areas:

Ditch and shoulder reconditioning per 303.03 and 303.04 Roadbed reconditioning per Subsections 303.05 and 303.06. Compaction Method 2 Refer to Project Plan Typical Sections for limits of roadway reconditioning and clearing limits.

• 30104A – Aggregate Base for Campground Spurs, Parking Areas and Access Paths:

Furnishing, placing, spreading, and compacting aggregate base (AB) of the type, gradation, locations, and thickness as shown on the plans. Unless stated otherwise on the plans or in this statement of work, aggregate base shall be equivalent to Caltrans ¾” Class II Aggregate Base and no less than 3” in compacted thickness.

Thicknesses of AB called for on the Project Plans are the measured thickness after in-place compaction (95% min relative compaction) of the AB materials. Compaction Method 2

Aggregate Base to receive a top course of asphalt concrete (AC) shall be treated with emulsified asphalt prime coat per Section 411 (FP-14).

Use of AB for repairing of potholes is considered incidental to preparation of the roadbed for asphalt concrete overlay and no additional compensation will be allowed.

• 40304A – 2” Asphalt Concrete Overlay (with Tack Coat) Furnishing and placing tack coat per Section 412 in advance of asphalt concrete placement.

Furnishing and placing 2 inches asphalt concrete (AC) hot mix as per Caltrans ½-inch

Type B, PG64-10 and per Section 403 and Subsection 703.07.

• 63501A - Temporary Traffic Controls:

Campground access road shall be closed during construction activity. Contractor shall provide all temporary traffic signage, barricades, cones and related equipment for said closures.

Contractor shall notify COR seven (7) calendar days in advance of temporary closures of campground access.

Temporary traffic controls shall be provided in accordance with Section 635.

HELL GATE CAMPGROUND ROAD, the base contract work includes, but not necessarily limited to:

• 15101B- Mobilization: which shall include mobilization and demobilization to and from the project site, fire plan compliance, equipment cleaning, and incidentals.

• 20401B – Excavation/Embankment Construction for Access Paths:

Clearing and grubbing of access pathway shall be included in this pay item. Cut brush and slash materials shall be uniformly distributed and dispersed into the surrounding vegetation areas.

Excavation and embankment construction activities for the establishment of graded and compacted access paths and in preparation for the placement of aggregate base materials as described herein and elsewhere in the Project Plans and this Contract. Compaction Method 2

Access path gradients shall not exceed 5% longitudinal grade along the path of travel and shall not exceed a crossfall (transverse to the path of travel) of 2% (1/4-inch vertically in 12 inches horizontally).

• 21101B – Roadway Obliteration:

Obliterate paved spur and path (2 locations) as noted on plan. Obliteration shall be

Method 1.

All work shall be per Section 211 unless otherwise specified herein or on the Project

Plans.

• 30316B - Roadway Reconditioning – Campground Roads:

Ditch and shoulder reconditioning per 303.03 and 303.04 Roadbed reconditioning and Subsections 303.05 and 303.06. Compaction Method 2.

Roadway reconditioning on paved roads shall include clearing of debris and cleaning of paved surfaces before applying tack coat.

Clearing existing culverts, 10 feet upstream and downstream of inlets & outlets, and 4’ either side of drainage path, and culvert free and clear throughout length.

Refer to Project Plan Typical Sections for limits of roadway reconditioning and clearing limits.

• 30317B - Roadway Reconditioning – Campground Spurs & Parking Areas:

Ditch and shoulder reconditioning per 303.03 and 303.04 Roadbed reconditioning per Subsections 303.05 and 303.06. Compaction Method 2.

Use of AB for repairing of potholes is considered incidental to preparation of the roadbed for asphalt concrete overlay and no additional compensation will be allowed.

Refer to Project Plan Typical Sections for limits of reconditioning and clearing limits.

• 30104B – Aggregate Base for Pavement Base and Aggregate Surfacing:

Furnishing, placing, spreading, and compacting aggregate base (AB) of the type, gradation, locations, and thickness as shown on the plans. Unless stated otherwise on the plans or in this statement of work, aggregate base shall be equivalent to Caltrans ¾” Class II Aggregate Base (AB) and no less than 3” in compacted thickness. Thicknesses of AB called for on the Project Plans are the measured thickness after in-place compaction (95% min relative compaction) of the AB materials. Compaction Method 2.

Place & compact 3” AB to receive a top course of asphalt concrete. AB shall be treated with prime coat per Section 411 prior to placing AC.

Use of AB for repairing of potholes is considered incidental to preparation of the roadbed for asphalt concrete overlay and no additional compensation will be allowed.

• 30105B – Aggregate Base for Campground Spurs/Parking Areas & Access Paths:

Furnishing, placing, spreading, and compacting aggregate base (AB) of the type, gradation, locations, and thickness as shown on the plans. Unless stated otherwise on the plans or in this statement of work, aggregate base shall be equivalent to Caltrans ¾” Class II Aggregate Base (AB) and no less than 3” in compacted thickness. Thicknesses of AB called for on the Project Plans and in this Statement of Work are the measured thickness after in-place compaction (95% min relative compaction) of the AB materials. Compaction Method 2.

Place & compact 4” AB at all Campground Spurs and Parking Areas.

Place & compact 3” AB on prepared Access Paths.

• 40304B – 2” Asphalt Concrete (with Prime Coat) Furnishing and placing prime coat per Section 411 on aggregate base course in advance of asphalt concrete placement.

Furnishing and placing 3 inches asphalt concrete (AC) hot mix as per Caltrans ½-inch

Type B, PG64-10 and per Section 403 and Subsection 703.07.

63501B - Temporary Traffic Controls:

Campground access road shall be closed during construction activity. Contractor shall provide all temporary traffic signage, barricades, cones and related equipment for said closures.

Contractor shall notify COR seven (7) calendar days in advance of temporary closures of Campgrounds or Forest roads.

Temporary traffic controls shall be provided in accordance with Section 635.

SCOTT FLAT CAMPGROUND ROAD, the base contract work includes, but not limited to:

• 15101C- Mobilization: which shall include mobilization and demobilization to and from the project site, fire plan compliance, equipment cleaning, and incidentals.

• 20401C – Excavation/Embankment Construction for Access Paths:

Clearing and grubbing of access pathway shall be included in this pay item. Cut brush and slash materials shall be uniformly distributed and dispersed into the surrounding vegetation areas.

Excavation and embankment construction activities for the establishment of graded and compacted access paths and in preparation or the placement of aggregate base materials as described herein and elsewhere in the Project Plans and this Contract. Compaction Method 2.

Access path gradients shall not exceed 5% longitudinal grade along the path of travel and shall not exceed a crossfall (transverse to the path of travel) of 2% (1/4-inch vertically in 12 inches horizontally).

• 20402C – Drainage Excavation/Embankment Construction, Rolling Dip:

Clearing and grubbing of access pathway shall be included in this pay item. Cut brush and slash materials shall be uniformly distributed and dispersed into the surrounding vegetation areas.

Excavation and embankment construction activities for the establishment of the Rolling Dips elsewhere on the Project Plans.

• 21101C – Roadway Obliteration:

Obliterate existing unpaved skid trail/road, skid trail length is approximately 100 feet in length. Obliteration shall be Method 1.

All work shall be per Section 211 unless otherwise specified herein or on the Project Plans.

60201C – Install 18” CMP Culvert:

Furnish and Install Corrugated Metal Pipe Culvert. Pipe, couplings and hardware shall be galvanized steel, 16 gauge min, conforming to Section 707. Length shall be as specified on the Project Plans.

Bedding and installation shall conform to the Project Plans and Section 602.

• 30316C - Roadway Reconditioning – Campground Roads:

Ditch and shoulder reconditioning per 303.03 and 303.04 Roadbed reconditioning and Subsections 303.05 and 303.06.

Compaction Method 2.

Roadway reconditioning on paved roads shall include clearing of debris and cleaning of paved surfaces before applying tack coat.

Clearing existing culverts, 10 feet upstream and downstream of inlets & outlets, and 4’ either side of drainage path, and culvert free and clear throughout length.

Refer to Project Plan Typical Sections for limits of roadway reconditioning and clearing limits.

• 30317C - Roadway Reconditioning – Campground Spurs & Parking Areas:

Ditch and shoulder reconditioning per 303.03 and 303.04.

Roadbed reconditioning per Subsections 303.05 and 303.06. Compaction Method 2.

Use of AB for repairing of potholes is considered incidental to preparation of the roadbed for asphalt concrete overlay and no additional compensation will be allowed.

Refer to Project Plan Typical Sections for limits of roadway reconditioning and clearing limits.

• 30104C – Aggregate Base for Aggregate Road Surfacing:

Furnishing, placing, spreading, and compacting aggregate base (AB) of the type, gradation, locations, and thickness as shown on the plans. Unless stated otherwise on the plans or in this statement of work, aggregate base shall be equivalent to Caltrans ¾” Class II Aggregate Base (AB) and no less than 3” in compacted thickness. Thicknesses of AB called for on the Project Plans are the measured thickness after in-place compaction (95% min relative compaction) of the AB materials. Compaction Method 2.

Place & compact 3” AB.

Use of AB for repairing of potholes is considered incidental to preparation of the roadbed for asphalt concrete overlay and no additional compensation will be allowed.

• 30105C – Aggregate Base for Campground Spurs and Parking Areas, and Access Paths:

Furnishing, placing, spreading, and compacting aggregate base (AB) of the type, gradation, locations, and thickness as shown on the plans. Unless stated otherwise on the plans or in this statement of work, aggregate base shall be equivalent to Caltrans ¾” Class II Aggregate Base (AB) and no less than 3” in compacted thickness. Thicknesses of AB called for on the Project Plans are the measured thickness after in-place compaction (95% min relative compaction) of the AB materials. Compaction Method 2.

Place & compact 3” AB.

• 30106C – Natural Ford – Gradation O:

Furnishing, placing, spreading, and compacting large aggregate of the type, gradation, locations, and thickness as shown on the plans. See Section Table 703.13 in the Project FSSS’s for Gradation O.

• 70501C – Install Boulder Delineators:

Furnish and install 250 boulder delineators (rocks) as indicated on the Project Plans

(Sheets 6, 7, & 8).

Boulders shall be of the type, quantity, location, and placement shall be as shown on

Project Plans.

Contractor furnished rock materials for boulders shall conform to Section 705.

Existing boulders for relocation and placement:

o Approximately 225 (see Scott Flat plan for approximately location) o Approximately 25 at Hell Gate, within parking area Sta 0+87

• 63501C - Temporary Traffic Controls:

Campground access road shall be closed during construction activity. Contractor shall provide all temporary traffic signage, barricades, cones and related equipment for said closures.

Contractor shall notify COR seven (7) calendar days in advance of temporary closures of Campgrounds or Forest roads.

Temporary traffic controls shall be provided in accordance with Section 635.

FOREST ROAD 1S26, the base contract work includes, but not necessarily limited to:

• 15101D- Mobilization, which shall include mobilization and demobilization to and from the project site, fire plan compliance, equipment cleaning, and incidentals.

• 20401D – Roadway Excavation (Existing Pavement):

Locate and sawcut at removal limits shown on the plans and details and to the depths required for the clean join lines and depths indicated.

Excavation and remove AC pavement section and base materials to the depth indicated on the plans and details.

Compact and prepare roadbed for placement of aggregate base.

Furnish and place prime coat per Section 411 in advance of asphalt concrete placement.

Furnish and place tack coat per Section 411 at all AC butt joint locations in advance of asphalt concrete placement.

• 30316D - Roadway Reconditioning – AC & Aggregate Roads:

Ditch and shoulder reconditioning per 303.03 and 303.04.

Roadbed reconditioning and Subsections 303.05 and 303.06. Compaction Method 2.

Refer to Project Plan Typical Sections for limits of roadway reconditioning and clearing limits.

• 30317D - Roadway Reconditioning – Parking Areas:

Ditch and shoulder reconditioning per 303.03 and 303.04.

Roadbed reconditioning per Subsections 303.05 and 303.06. Compaction Method 2.

Refer to Project Plan Typical Sections for limits of roadway reconditioning and clearing limits.

• 30104D – Aggregate Base for Pavement Base and Aggregate Surfacing:

Furnishing, placing, spreading, and compacting aggregate base (AB) of the type, gradation, locations, and thickness as shown on the plans. Unless stated otherwise on the plans or in this statement of work, aggregate base shall be equivalent to Caltrans ¾” Class II Aggregate Base (AB) and no less than 3” in compacted thickness. Thicknesses of AB called for on the Project Plans are the measured thickness after in-place compaction (95% min relative compaction) of the AB materials. Compaction Method 2.

Place & compact 3” AB to receive a top course of asphalt concrete. AB shall be treated with prime coat per Section 411 prior to placing AC.

Use of AB for repairing of potholes is considered incidental to preparation of the roadbed for asphalt concrete overlay and no additional compensation will be allowed.

Place and compact AB as shoulder backing as shown in Project Plans/Typical Sections.

Use of AB for shoulder backing is considered incidental to placement of AB and AC for the other various work elements and no additional compensation will be allowed.

Place & compact 3” AB for the aggregate surface course on roadway (beyond the AC paved area) and adjacent parking area per plan and details.

• 30105D – Aggregate Base for Parking Areas:

Furnishing, placing, spreading, and compacting aggregate base (AB) of the type, gradation, locations, and thickness as shown on the plans. Unless stated otherwise on the plans or in this statement of work, aggregate base shall be equivalent to Caltrans ¾” Class II Aggregate Base (AB) and no less than 3” in compacted thickness. Thicknesses of AB called for on the Project Plans and in this Statement of Work are the measured thickness after in-place compaction (95% min relative compaction) of the AB materials.

Compaction Method 2.

Place & compact 3” AB on prepared Access Paths.

• 40304D – 3” Asphalt Concrete (with Prime Coat) Furnishing and placing prime coat per Section 411 on aggregate base course in advance of asphalt concrete placement.

Furnishing and placing 3 inches asphalt concrete (AC) hot mix as per Caltrans ½-inch

Type B, PG64-10 and per Section 403 and Subsection 703.07.

Reome existing 6” Ac Dike and construct replacement 6” asphalt concrete dike per

Section 609 and Subsection 609.06 where indicated on the Project Plans.

• 40305D – 2” Asphalt Concrete Overlay (with Tack Coat) Furnishing and placing tack coat per Section 412 on existing prepared AC pavement in advance of asphalt concrete overlay.

Furnishing and placing 2 inches asphalt concrete (AC) overlay, hot mix as per Caltrans ½-inch Type B, PG64-10 and per Section 403 and Subsection 703.07

• 63501D - Temporary Traffic Controls:

Contractor shall provide all temporary traffic signage, barricades, cones and related equipment for said closures.

Contractor shall notify COR seven (7) calendar days in advance of temporary closures of

Campgrounds or Forest roads.

Temporary traffic controls shall be provided in accordance with Section 635. Traffic interruptions, such as temporary road closures to through traffic, when authorized by the CO, shall not be allowed for more than 20 minutes.

OPTION WORK

15301 - Contractor Quality Control, the option work includes, but not necessarily limited to:

Contractor shall prepare and implement a quality control plan in accordance with Section

153.

A part time quality control manager (QCM) shall be included as described in Subsection

153.02(a)(2).

• Part-time on-site QCM shall have a minimum of two years of experience in roadway construction, inspection, quality control and materials testing. Emphasis is on grading, roadway preparation, compaction, paving and asphalt material compliance.

Quality control preparation and implementation shall be for all construction work under the contract.

The Quality Control Plan (QCP) shall be reviewed and approved by the Government through the submittal review process prior to issuance of the Notice to Proceed. This does not preclude from FAR 52.246-12 having a Quality Control Plan.

PAYMENT

Payment for all work shall be as provided in the schedule of items in the contract, whether directly or indirectly, and shall include full compensation for all work under this contract.

PROJECT LOCATION

From Interstate 5 in Red Bluff, CA, take State Hwy 36 west approximately 75 miles to Hells Gate Campground. Scott Flat Campground Road is immediately accessible from southeasterly from Hells Gate Campground. Forest Glen Campground is west of Hell Gate Campground on Hwy 36 approximately 0.9 miles and on the northerly side of Hwy 36. The turn off to Forest Road 1S26 is west of Forest Glen Campground approximately 700 feet on the southerly side of Hwy 36.

SPECIFICATIONS APPLICABLE TO THIS INDIVIDUAL PROJECT

FHWA Standard Specification 2014 (FP-14) applies.

Forest Service Supplemental Specifications (FSSS) as attached to the contract.

SITE SECURITY

All security aspects associated with contractor owned equipment and materials are not the responsibility of the Government. The Government assumes no liability whatsoever for Contractor use of designated staging/laydown/overnight area. Contractor is solely responsible for the security of his/her possessions related to this project.

PROTECTION OF EXISTING IMPROVEMENTS

Existing pavement, utilities, landscaping, and other improvements to remain shall be protected by the Contractor. The Contractor shall be responsible for repairing any damage to existing facilities and improvements as a result of work done yet outside the project scope of work.

USE OF UTILITIES

Potable water may be available on site and shall be coordinated with the Contracting Officer’s Representative (COR) for access. Sanitary services shall be provided by contractor at no additional cost to the government. Power is not available at the site.

Water Drafting Sources: Authorized for Contract Work Only Drafting Sites: Trinity River where accessible from Hell Gate Campground or from Scott

Flat Campground Road river access.

• Fish screens shall be used on drafting intakes.

• Contractor to submit fish screen system to COR for approval prior to use.

Contractor to protect surrounding vegetation and access ways from damage due to equipment engaged in drafting activities.

Disturbed areas due to drafting activities shall be restored to pre-project conditions.

Water access, use and drafting restrictions are provided for the convenience of the contractor and at no additional cost to the government.

DISPOSAL

All construction waste material shall be properly and legally disposed of off government land.

TIME OF COMPLETION

Work to be completed within 160 calendar days following Notice to Proceed (NTP) from the Contracting Officer.

SECTION G--CONTRACT ADMINISTRATION DATA

PART II--CONTRACT CLAUSES

SECTION I--CONTRACT CLAUSES

I.1 CLAUSES

52.252-2 Clauses Incorporated by Reference (FEB 1998) This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

Federal Acquisition Regulation (FAR) Clauses:

https://www.acquisition.gov/browse/index/far (FAR clauses begin with 52) Department of Agriculture Acquisition Regulation (AGAR) Clauses:

https://www.acquisition.gov/agar (AGAR clauses begin with 452) FAR and AGAR Deviations to clauses may be viewed at: Policies & Regulations | USDA

52.203-7 Anti-Kickback Procedures (JUN 2020) 52.203-12 Limitation on Payments to Influence Certain Federal Transactions (JUN 2020) 52.203-17 Contractor Employee Whistleblower Rights (NOV 2023) (Whistleblower

Guidance to contractor employees) 52.203-19 Prohibition on Requiring Certain Internal Confidentiality Agreements or

Statements (JAN 2017) 52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards (JUN

2020) 52.204-13 System for Award Management Maintenance (OCT 2018) 52.204-18 Commercial and Government Entity Code Maintenance (AUG 2020) 52.204-19 Incorporation by Reference of Representations and Certifications (DEC 2014) 52.204-23 Prohibition on Contracting for Hardware, Software, and Services Developed or

Provided by Kaspersky Lab Covered Entities (DEC 2023) 52.204-25 Prohibition on Contracting for Certain Telecommunications and Video

Surveillance Services or Equipment (NOV 2021) 52.209-6 Protecting the Government's Interest when Subcontracting with Contractors

Debarred, Suspended, or Proposed for Debarment (NOV 2021) 52.209-10 Prohibition on Contracting with Inverted Domestic Corporations (NOV 2015) 52.215-8 Order of Precedence—Uniform Contract Format (OCT 1997) 52.219-6 Notice of Total Small Business Set-Aside (NOV 2020) 52.219-14 Limitations on Subcontracting (OCT 2022)

[Contracting Officer check as appropriate.] ☒ By the end of the base term of the contract and then by the end of each subsequent option period; or ☐ By the end of the performance period for each order issued under the contract.

https://www.acquisition.gov/browse/index/far https://www.acquisition.gov/agar https://www.usda.gov/da/ocp/ppd/policies-regulations https://view.officeapps.live.com/op/view.aspx?src=https%3A%2F%2Fcontent.govdelivery.com%2Fattachments%2FUSDAPSD%2F2023%2F04%2F04%2Ffile_attachments%2F2456937%2FWhistleblower%2520Guidance.docx&wdOrigin=BROWSELINK https://view.officeapps.live.com/op/view.aspx?src=https%3A%2F%2Fcontent.govdelivery.com%2Fattachments%2FUSDAPSD%2F2023%2F04%2F04%2Ffile_attachments%2F2456937%2FWhistleblower%2520Guidance.docx&wdOrigin=BROWSELINK

52.219-28 Post Award Small Business Program Rerepresentation (FEB 2024) 52.222-3 Convict Labor (JUN 2003) 52.222-4 Contract Work Hours and Safety Standards -- Overtime Compensation (MAY

2018) 52.222-6 Construction Wage Rate Requirement (AUG 2018) 52.222-7 Withholding of Funds (MAY 2014) 52.222-8 Payrolls and Basic Records (JUL 2021) 52.222-9 Apprentices and Trainees (JUL 2005) 52.222-10 Compliance with Copeland Act Requirements (FEB 1988) 52.222-11 Subcontracts (Labor Standards) (MAY 2014) 52.222-12 Contract Termination - Debarment (MAY 2014) 52.222-13 Compliance with Construction Wage Rate Requirements and Related Regulations

(MAY 2014)

52.222-14 Disputes Concerning Labor Standards (FEB 1988) 52.222-15 Certification of Eligibility (MAY 2014) 52.222-21 Prohibition of Segregated Facilities (APR 2015) 52.222-26 Equal Opportunity (APR 2016) 52.222-27 Affirmative Action Compliance Requirements for Construction (APR 2015) 52.222-35 Equal Opportunity for Veterans (JUN 2020) 52.222-36 Equal Opportunity for Workers with Disabilities (JUN 2020) 52.222-50 Combating Trafficking in Persons (NOV 2021)

52.222-55 Minimum Wages for Contractor Workers under Executive Order 14026 (JAN 2022)

52.222-62 Paid Sick Leave under Executive Order 13706 (JAN 2022) 52.223-5 Pollution Prevention and Right-to-Know Information (MAY 2011) 52.223-12 Maintenance, Service, Repair, or Disposal of Refrigeration Equipment and Air 52.223-18 Encouraging Contractor Policies to Ban Text Messaging While Driving (JUN

2020) 52.227-1 Authorization and Consent (JUN 2020) 52.227-2 Notice and Assistance Regarding Patent and Copyright Infringement (JUN 2020) 52.227-4 Patent Indemnity -- Construction Contracts (DEC 2007) 52.228-2 Additional Bond Security (OCT 1997) 52.228-5 Insurance – Work on a Government Installation (JAN 1997) 52.228-12 Prospective Subcontractor Requests for Bonds (DEC 2022) 52.228-14 Irrevocable Letter of Credit (NOV 2014) 52.232-5 Payments under Fixed-Price Construction Contracts (MAY 2014) 52.232-17 Interest (MAY 2014) 52.232-23 Assignment of Claims (MAY 2014) 52.232-27 Prompt Payment for Construction Contracts (JAN 2017) 52.232-33 Payment by Electronic Funds Transfer – System for Award Management (OCT

2018) 52.232-39 Unenforceability of Unauthorized Obligations (JUN 2013) 52.232-40 Providing Accelerated Payments to Small Business Subcontractors (MAR 2023)

52.233-1 Disputes (MAY 2014) Alt 1 (DEC 1991) 52.233-3 Protest after Award (AUG 1996) 52.233-4 Applicable Law for Breach of Contract Claim (OCT 2004) 52.236-2 Differing Site Conditions (APR 1984) 52.236-3 Site Investigation and Conditions Affecting the Work (APR 1984) 52.236-5 Material and Workmanship (APR 1984) 52.236-6 Superintendence by the Contractor (APR 1984) 52.236-7 Permits and Responsibilities (NOV 1991) 52.236-8 Other Contracts (APR 1984) 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and

Improvements (APR 1984) 52.236-10 Operations and Storage Areas (APR 1984) 52.236-11 Use and Possession Prior to Completion (APR 1984) 52.236-12 Cleaning Up (APR 1984) 52.236-13 Accident Prevention (NOV 1991) 52.236-21 Specifications and Drawings for Construction (FEB 1997) 52.243-5 Changes and Changed Conditions (APR 1984) 52.244-6 Subcontracts for Commercial Products and Commercial Services (FEB 2024) 52.248-3 Value Engineering – Construction (OCT 2020) 52.253-1 Computer Generated Forms (JAN 1991) 452.236-73 Archaeological or Historic Sites (FEB 1988) 452.236-74 Control of Erosion, Sedimentation, and Pollution (NOV 1996) 452.236-76 Samples and Certificates (FEB 1988) 452.236-77 Emergency Response (NOV 1996)

52.204-30 FEDERAL ACQUISITION SUPPLY CHAIN SECURITY ACT ORDERS—PROHIBITION

(DEC 2023)

(a) Definitions. As used in this clause— Covered article, as defined in 41 U.S.C. 4713(k), means—

(1) Information technology, as defined in 40 U.S.C. 11101, including cloud computing services of all types;

(2) Telecommunications equipment or telecommunications service, as those terms are defined in section 3 of the Communications Act of 1934 (47 U.S.C. 153);

(3) The processing of information on a Federal or non-Federal information system, subject to the requirements of the Controlled Unclassified Information program (see 32 CFR part 2002); or

(4) Hardware, systems, devices, software, or services that include embedded or incidental information technology.

FASCSA order means any of the following orders issued under the Federal Acquisition Supply Chain Security Act (FASCSA) requiring the removal of covered articles from executive agency information systems or the exclusion of one or more named sources or named covered https://www.govinfo.gov/link/uscode/41/4713 https://www.govinfo.gov/link/uscode/40/11101 https://www.govinfo.gov/link/uscode/47/153 https://www.ecfr.gov/current/title-32/part-2002 https://www.ecfr.gov/current/title-32/part-2002 articles from executive agency procurement actions, as described in 41 CFR 201–1.303(d) and (e):

(1) The Secretary of Homeland Security may issue FASCSA orders applicable to civilian agencies, to the extent not covered by paragraph (2) or (3) of this definition. This type of FASCSA order may be referred to as a Department of Homeland Security (DHS) FASCSA order.

(2) The Secretary of Defense may issue FASCSA orders applicable to the Department of Defense (DoD) and national security systems other than sensitive compartmented information systems. This type of FASCSA order may be referred to as a DoD FASCSA order.

(3) The Director of National Intelligence (DNI) may issue FASCSA orders applicable to the intelligence community and sensitive compartmented information systems, to the extent not covered by paragraph (2) of this definition. This type of FASCSA order may be referred to as a DNI FASCSA order.

Intelligence community, as defined by 50 U.S.C. 3003(4), means the following—

(1) The Office of the Director of National Intelligence;

(2) The Central Intelligence Agency;

(3) The National Security Agency;

(4) The Defense Intelligence Agency;

(5) The National Geospatial-Intelligence Agency;

(6) The National Reconnaissance Office;

(7) Other offices within the Department of Defense for the collection of specialized national intelligence through reconnaissance programs;

(8) The intelligence elements of the Army, the Navy, the Air Force, the Marine Corps, the Coast Guard, the Federal Bureau of Investigation, the Drug Enforcement Administration, and the Department of Energy;

(9) The Bureau of Intelligence and Research of the Department of State;

(10) The Office of Intelligence and Analysis of the Department of the Treasury;

(11) The Office of Intelligence and Analysis of the Department of Homeland Security; or

(12) Such other elements of any department or agency as may be designated by the

President or designated jointly by the Director of National Intelligence and the head of the department or agency concerned, as an element of the intelligence community.

National security system, as defined in 44 U.S.C. 3552, means any information system (including any telecommunications system) used or operated by an agency or by a contractor of an agency, or other organization on behalf of an agency—

(1) The function, operation, or use of which involves intelligence activities; involves cryptologic activities related to national security; involves command and control of military forces; involves equipment that is an integral part of a weapon or weapons system; or is critical to the direct fulfillment of military or intelligence missions, but does not include a system that is to be used for routine administrative and business applications (including payroll, finance, logistics, and personnel management applications); or

(2) Is protected at all times by procedures established for information that have been specifically authorized under criteria established by an Executive order or an Act of Congress to be kept classified in the interest of national defense or foreign policy.

https://www.ecfr.gov/current/title-41/section-201-1.303#p-201-1.303(d) https://www.ecfr.gov/current/title-41/section-201-1.303#p-201-1.303(e) https://www.govinfo.gov/link/uscode/50/3003 https://www.govinfo.gov/link/uscode/44/3552

Reasonable inquiry means an inquiry designed to uncover any information in the entity's possession about the identity of any covered articles, or any products or services produced or provided by a source. This applies when the covered article or the source is subject to an applicable FASCSA order. A reasonable inquiry excludes the need to include an internal or third-party audit.

Sensitive compartmented information means classified information concerning or derived from intelligence sources, methods, or analytical processes, which is required to be handled within formal access control systems established by the Director of National Intelligence.

Sensitive compartmented information system means a national security system authorized to process or store sensitive compartmented information.

Source means a non-Federal supplier, or potential supplier, of products or services, at any tier.

(b) Prohibition.

(1) Unless an applicable waiver has been issued by the issuing official, Contractors shall not provide or use as part of the performance of the contract any covered article, or any products or services produced or provided by a source, if the covered article or the source is prohibited by an applicable FASCSA orders as follows:

(i) For solicitations and contracts awarded by a Department of Defense contracting office, DoD FASCSA orders apply.

(ii) For all other solicitations and contracts DHS FASCSA orders apply.

(2) The Contractor shall search for the phrase “FASCSA order” in the System for Award

Management (SAM) at https://www.sam.gov to locate applicable FASCSA orders identified in paragraph (b)(1).

(3) The Government may identify in the solicitation additional FASCSA orders that are not in SAM, which are effective and apply to the solicitation and resultant contract.

(4) A FASCSA order issued after the date of solicitation applies to this contract only if added by an amendment to the solicitation or modification to the contract (see FAR 4.2304(c)).

However, see paragraph (c) of this clause.

(5)

(i) If the contractor wishes to ask for a waiver of the requirements of a new FASCSA order being applied through modification, then the Contractor shall disclose the following:

(A) Name of the product or service provided to the Government;

(B) Name of the covered article or source subject to a FASCSA order;

(C) If applicable, name of the vendor, including the Commercial and Government

Entity code and unique entity identifier (if known), that supplied or supplies the covered article or the product or service to the Offeror;

(D) Brand;

(E) Model number (original equipment manufacturer number, manufacturer part number, or wholesaler number);

(F) Item description;

(G) Reason why the applicable covered article or the product or service is being provided or used;

(ii) Executive agency review of disclosures. The contracting officer will review disclosures provided in paragraph (b)(5)(i) to determine if any waiver is warranted. A contracting https://www.sam.gov/ https://www.acquisition.gov/far/part-4#FAR_4_2304 officer may choose not to pursue a waiver for covered articles or sources otherwise covered by a FASCSA order and to instead pursue other appropriate action.

(c) Notice and reporting requirement.

(1) During contract performance, the Contractor shall review SAM.gov at least once every three months, or as advised by the Contracting Officer, to check for covered articles subject to FASCSA order(s), or for products or services produced by a source subject to FASCSA order(s) not currently identified under paragraph (b) of this clause.

(2) If the Contractor identifies a new FASCSA order(s) that could impact their supply chain, then the Contractor shall conduct a reasonable inquiry to identify whether a covered article or product or service…