1240BH22R0009 Solicitation Packet.pdf

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Solicitation No: 1240BH22R0009 Project Name: Road 46 Pavement Repairs

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

B.1 SCHEDULE OF ITEMS

ITEM

NO.

DESCRIPTION QUANTITY MOM PAY

UNIT

UNIT PRICE TOTAL

15101 MOBILIZATION ALL LSQ LS X

15250 CONSTRUCTION SURVEY AND STAKING 8.70 CQ MI

20301 REMOVAL OF 18" CMP, DISPOSAL METHOD A 1 AQ EA

20302 REMOVAL OF ASPHALT CONCRETE PAVEMENT,

DISPOSAL METHOD J

2,177

CQ SY

20401 ROADWAY EXCAVATION AND EMBANKMENT 640 CQ CY

20403 STRUCTURAL BACKFILL, GOVT. SOURCE,

PLACEMENT METHOD 2, 3" MAX SIZE 380

CQ

CY

26102 REINFORCEMENT GEOGRID, TYPE 1 1,200 CQ SY

30102 AGGREGATE SUBBASE, GRADING B, 1 1/2 INCH

MINUS, COMMERCIAL SOURCE 130

30103 AGGREGATE BASE, GRADING D, 3/4 INCH

MINUS, COMMERCIAL SOURCE 80

31401 STOCKPILED AGGREGATES‐PIT DEVELOPMENT ALL LSQ LS X

40301 ASPHALT CONCRETE PAVEMENT, TYPE 1,

DENSE PG 64‐28

CQ TON

40701 SINGLE COURSE CHIP SEAL TYPE 1B, 1/2 INCH

(COMMERCIAL SOURCE), 28 FT WIDTH

5.41

CQ MI

40702 CRS‐2P ASPHALT EMULSION 163 AQ TON

41801 ASPHALT CONCRETE PAVEMENT PATCHING 1,750 CQ SY

60218 18" CMP, COMPACTION METHOD 6 55 AQ FT

63501 TEMPORARY TRAFFIC CONTROL ALL LSQ LS X

TOTAL BASE ITEM: $

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

B.1 SCHEDULE OF ITEMS – CONTINUED

OPTION 1: CHIP SEAL FROM 080 ROAD TO END OF PAVEMENT (MP 5.41 TO 8.70)

40701 SINGLE COURSE CHIP SEAL TYPE 1B, 1/2 INCH

(COMMERCIAL SOURCE), 28 FT WIDTH

3.29

CQ MI

40702 CRS‐2P ASPHALT EMULSION 98 AQ TON

TOTAL OPTION ITEM 1: $

OPTION 2: FOG SEAL OVER CHIP SEAL

40601 FOG SEAL CRS‐2P ASPHALT EMULSION 5.41 CQ MI

TOTAL OPTION ITEM 2: $

OPTION 3: FOG SEAL OVER CHIP SEAL

40601 FOG SEAL CRS‐2P ASPHALT EMULSION 3.29 CQ MI

63501 TEMPORARY TRAFFIC CONTROL ALL LSQ LS X

TOTAL OPTION ITEM 3: $

AQ = Actual Quantity; CQ = Contract Quantity; LSQ = Lump Sum Quantity; MOM = Method of Measurement

B.2 SCHEDULE NOTES

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 15101 Mobilization.

Offerors must submit pricing for all items (Base and Options). Offerors must respond to the other factors as described in Sections L and M. Proposals that fail to provide a complete response to the Evaluation Criteria (Section M) may be rejected and not be considered further.

Note: Per FAR 52.204-7(b)(1), System for Award Management (SAM), an Offeror is required to be registered in SAM when submitting an offer, and shall continue to be registered until time of award, during performance, and through final payment for any contract resulting from this solicitation. Information on registration may be obtained via: https://www.sam.gov. All Offerors must complete the electronic version of the Representations and Certifications in the SAM system.

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C.1 SCOPE OF CONTRACT

The Contractor shall furnish the necessary personnel, material, equipment, services and facilities (except as otherwise specified), to perform the Statement of Work/Specifications referenced in Section J. Work for this project includes the excavation and repair of a roadway slump, full depth pavement patching of approximately 47 damaged pavement areas, and a single course chip seal of 5.41 miles of roadway. An optional bid item is included to chip seal an additional 3.29 miles of roadway, and two other optional items to fog seal over chip seals.

A portion of the FSR 4600 may be closed for up to 10 days to allow for the fill repair.

Otherwise, public traffic will be accommodated with a maximum delay of 30 minutes.

C.2 PROJECT LOCATON

The project is in the Wallowa-Whitman National Forest on the Wallowa Ranger District on NFSR 4600. To access the project area from Enterprise OR, travel north on OR HWY-3 approximately 16 miles to NFSR 4600 (Wellamotkin Drive/aka Charolais Rd) intersection on the right, which is the beginning of the project.

C.3 MAGNITUDE OF CONSTRUCTION PROJECT

The Government’s estimate is between $500,000 and $1,000,000.

C.4 TECHNICAL SPECIFICATIONS

STANDARD SPECIFICATION FOR CONSTRUCTION OF ROADS AND BRIDGES ON

FEDERAL HIGHWAY PROJECTS FP-14 Customary Units shown in the specification listing and attached to the contract are applicable to this contract. All specifications not included in the specification listing, but referenced by listed specifications, are applicable.

C.5 FAR 52.211-3 Availability of Specifications Not Listed in the GSA Index of Federal Specifications, Standards and Commercial Item Descriptions (JUN 1988)

The specifications cited in this solicitation may be obtained from:

Specification Address Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects FP-14, U.S. Department of Transportation, Federal Highway Administration, Publication No.

FHWA-FLH-03-002

U.S. Department of Transportation Federal Highway Administration Office of Federal Lands Highway 1200 New Jersey Avenue, SE Washington, DC 20590

(202) 366-9494

Forest Service Specifications for Construction of Roads and Bridges (EM-7720-100) (August 1996) Stock No. ISBN 0-16-048801-X

Superintendent of Documents U.S. Government Printing Office Washington, DC 20402

Construction of Trails

(EM 7720-103) (SEPT 1996)

Stock No. ISBN 0-16-048802-8

Or you may access them from: http://www.fs.fed.us/database/acad/welcome.htm.

Specification Address AASHTO Standards American Association of State Highway and Transportation Officials

341 National Press Building Washington, DC 20024

ACI American Concrete Institution Box 19150 Redford Station Detroit, MI 48219

ASTM Standards American Society for Testing Materials 1916 Race Street Philadelphia, PA 19103

(215) 199-5462

AWPA American Wood Preservers Association PO Box 849 Stevensville, MD 21666

FS Federal Specifications (GSA) Building 197, Washington Navy Yard, SE Washington, DC 20407

MUTCD Manual on Uniform Traffic Control Devices Superintendent of Documents U.S. Government Printing Office Washington, DC 20402

WCLIB West Coast Lumber Inspection Bureau PO Box 23145 Portland, OR 97223

WWPA Western Wood Products Association (Grading Rules) 1500 Yeon Building Portland, OR 97204

The request should identify the solicitation number and the specification requested by date, title, and number, as cited in the solicitation.

Submittals

Submittals shall include the following unless otherwise required in the specification:

1. Date and revision dates.

2. Project name and contract number.

3. Names of Contractor, subcontractor, supplier, and manufacturer.

4. Specifications section number.

5. Field dimensions and relation to adjacent structures.

6. Applicable standards such as ASTM or Federal Specifications.

7. Contractor's stamp, initial or signature, certifying the review of submittal, verification of field measurements and compliance with contract documents. Provide all submittals within 14 calendar days of contract award unless otherwise required by the specification.

Submittals, Shop Drawings, Material Certifications and Testing Reports

The following shall be submitted on this project:

Title Referenced by

Specification No.

Time of Government Approval After Submittal

Traffic Control Plan FSSS 156 & Traffic Control Clause

14 days

Safety Plan H.16 Safety Clause 14 days Hazardous Spill Plan FAR 52.223-3 &

FSSS 107

2 Weeks

Fire Plan Section J List of Attachments

14 days

Contractor Quality Control Plan FP-14 153.02 14 days Construction Schedule 52.236-15 14 days Overload Permits H.13 Clause 14 days Certified Payrolls 52.222-8 N/A Sampling and Testing Results 154.01 14 days Site closure schedule 156.05 14 days

Material Certifications and Testing Reports – the following material certifications and/or testing reports shall be submitted on this project:

Title Referenced by

Specification No.

Asphalt Concrete 403.02

C-6 Bio-Preferred

The Contractor must comply with Section 9002 of the Farm Security and Rural Investment Act of 2002 (FSRIA), Executive Order (EO) 13423, “Strengthening Federal Environmental, Energy, and Transportation Management,” and the Federal Acquisition Regulation to provide biobased products.

The Contractor shall utilize products and material made from biobased materials (e.g., biobased greases, biobased hydraulic fluids, biobased absorbents) to the maximum extent possible without jeopardizing the intended end use or detracting from the overall quality delivered to the end user.

All supplies and materials shall be of a type and quality that conform to applicable Federal specifications and standards. All supplies and materials to be used in the performance of work described herein are subject to the approval of the Contracting Officer (CO).

The following are examples of products that may be used in this contract for which biobased products are available. The list is not all inclusive. It is desirable that vendors be able to supply the greatest number of biobased products listed meeting the health and environmental specifications.

Hydraulic fluids Penetrating lubricants Concrete and asphalt release fluids Absorbents Diesel fuel additives Greases Dust suppressants 2-cycle engine oil Wood and concrete sealers Fertilizers Roof coatings Water tank coatings Adhesive and mastic removers Cleaners Wood & Concrete sealers Multipurpose Lubricants Lube chain lubricants Chain bar lubricants Floor stripper Composite panels Insulating foam Sealers Carpet Metalworking fluids Graffiti and grease removers Stain removers Degreasers De-icers

Biobased products that are designated for preferred procurement under USDA’s BioPreferred program must meet the required minimum biobased content as stated in the USDA Final Rule available at www.biopreferred.gov. The Contractor shall provide data for their biobased products such as biobased content.

In addition to the biobased products designated by the U.S. Department of Agriculture in the BioPreferred Program, the Contractor is encouraged to use other biobased products.

The Contractor shall comply with the provision at FAR 52.223-1, Biobased Product Certification. The Contractor shall comply with the clause at FAR 52.223-2, Affirmative Procurement of Biobased Products Under Service and Construction Contracts.

A Contractor may propose more than one product within a product category and/or propose a product or products addressing more than one product category.

C-7 AGAR 452.211-73 Attachments to Statement of Work/Specifications (FEB 1988)

The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this solicitation and any resultant contract.

SECTION E--INSPECTION AND ACCEPTANCE

E.1 CLAUSES

52.246-12 Inspection of Construction (AUG 1996)

E.2 Inspection and Acceptance (AGAR 452.246-70) (FEB 1988)

(a) The Contracting Officer or the Contracting Officer's duly authorized representative will inspect and accept the supplies and/or services to be provided under this contract.

(b) Inspection and acceptance will be performed at the project site.

SECTION F--DELIVERIES OR PERFORMANCE

F.1 CLAUSES

52.211-18 Variation in Estimated Quantity (APR 1984) 52.242-14 Suspension of Work (APR 1984)

F.2 Commencement, Prosecution, and Completion of Work (FAR 52.211-10) (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 15 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than August 24, 2022. The time stated for completion shall include final cleanup of the premises.

Estimated start work date: June 15, 2022

SECTION G--CONTRACT ADMINISTRATION DATA

G.1 AGAR 452.215-73 Post Award Conference (NOV 1996)

A post award conference with the successful offeror is required. It will be scheduled and held within To Be Determined days after the date of contract award. The conference will be held as follows: To Be Determined.

G.2 Government Property (FAR 52.245-1)(SEP 2021)

The Government will provide the following item(s) of Government property to the Contractor for use in the performance of this contract. This property shall be used and maintained by the Contractor in accordance with the provisions of the "Government Property" FAR clause contained elsewhere in the contract.

Item No.

Property Description

Property Value Qty Location Date Available

20403 Structural Backfill $12/CY 370 Charolais Pit 4600092

When snow allows

SECTION H--SPECIAL CONTRACT REQUIREMENTS

H.1 OTHER REQUIREMENTS

Access to the project is by way of Forest Service, State, and County paved and unpaved routes.

Vehicles over 80,000 pounds will need overload permits to cross any FS bridges in the area.

Plan appropriately sized construction vehicles for the level of road required to access the site.

Access will be allowed to be closed for up to 10 days, See Table 156-1 in supplemental specifications.

H.2 Product Substitution

Any modification of other items, designs, materials, products or equipment (including Government-furnished property), made necessary because of a substitution, will be the responsibility of the Contractor without adjustment in contract price or time. The Contracting Officer's approval of any substitute will not affect the Contractor's responsibility for such modification. Any and all substitutions will be requested by the Contractor after award of the contract has been made. No approvals will be made prior to award.

H.3 Moisture Sensitive Soils

Contractors are cautioned that the roadway structure is designed so that the completed road will support highway legal loads during a limited use season. Construction equipment often subjects the uncompleted roadway structure to loadings it is not designed to support. This is especially critical during periods of excessive moisture. Materials on this project are sensitive to excessive moisture and will require careful selection and scheduling of equipment to permit efficient operation. Any damage resulting from operations, which renders the material unsuitable for use or results in potential siltation of streams, will be corrected by the Contractor at Contractor's expense.

H.4 Landscape Preservation

The Contractor shall give attention to the effect of contract operation upon the landscape, shall take care to maintain natural surroundings undamaged, and shall conduct the work at all times in compliance with the following requirements.

a. Prevention of the Landscape Defacement. The Contractor shall not remove, deface, injure, or destroy trees, shrubs, lawns, or other natural features or any other improvements in the work area unless specifically authorized by the Contracting Officer. Unless otherwise provided herein, the Contractor shall confine contract operations to within the areas designated in contract documents.

b. Protection of Streams, Lakes, and Reservoirs. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes, small ponds, and reservoirs with fuels, oils, bitumens, calcium chloride, silt, or other harmful materials. Mechanical equipment shall not be operated in live streams without written approval of the Contracting Officer.

H.5 Conformity with Drawings and Specifications

Unless working tolerances are specified, all work performed and materials furnished shall be in reasonably close conformity with lines, grades, cross sections, dimensions, and material requirements shown on the drawings, indicated in the specifications, or designated on the ground. "Reasonably close conformity" is in compliance with reasonable and customary manufacturing and construction tolerances.

A. Definition. "Work" includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

B. The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

C. Government inspections and tests are for the sole benefit of the Government and do not--

1. Relieve the Contractor of responsibility for providing adequate quality control measures;

2. Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

3. Constitute or imply acceptance; or

4. Affect the continuing rights of the Government after acceptance of the completed work under paragraph (I) below.

D. The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer's written authorization.

E. The Contractor shall promptly furnish, without additional charge, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

F. The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

G. If the Contractor does not promptly replace or correct rejected work, the Government may (1) by contract or otherwise, replace or correct the work and charge the cost to the Contractor or (2) terminate for default the Contractor's right to proceed.

H. If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

I. Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Government's rights under any warranty or guarantee.

H.6 Construction Stakes, Lines, and Grades

(a) Unless a Pay Item for Construction Staking is included in the Schedule of Items, the Government will set initial construction stakes establishing lines, slopes, and continuous control points, reference lines, and bench marks for other structures and improvements and will furnish the Contractor with all necessary information relating to lines, slopes, and grades.

(b) These stakes and control points shall constitute the field control from which the Contractor shall establish other necessary controls and execute the work. The Contractor shall furnish, without additional compensation, all additional stakes, all templates, batter boards, and other materials and supplies necessary for marking and maintaining points and lines established. If any construction control points have been destroyed or displaced or are erroneous, the Contractor shall promptly notify the Contracting Officer.

(c) The Contractor is responsible for the preservation of all stakes and control points. The cost of replacing them will be charged to the Contractor when destroyed due to Contractor's negligence or operation.

(d) In the case of alterations which involve any changes in construction staking, the Contractor shall cooperate with the Contracting Officer and facilitate the prompt re-establishment of the field control for the altered or adjusted work.

H.7 Contractor’s Use of Existing Roads

The Contractor is authorized to use roads in the immediate construction project area for performance of work under this contract. The authorization is limited to roads necessary for direct access between the construction area and storage sites, disposal areas, and other work areas designated in the contract.

The roads authorized for use will be subject to the following general conditions:

(1) State laws governing traffic rules and equipment requirements on State and County Highways.

(2) Federal Regulations contained in 36 CFR 261.12. These regulations prohibit use in excess of State Codes for weight and size, damaging a road while using it, and blocking a road open to use by others.

The Contractor shall be responsible for and perform road maintenance commensurate with his use of Forest Service roads in the construction area.

H.8 Traffic Control

The Contractor shall provide, erect and maintain all necessary barricades, suitable and sufficient lights, danger signals, signs, and other traffic control devices, and shall take all necessary precautions for the protection of the work and safety of the public. Roads closed to traffic shall be protected by effective barricades, and obstructions shall be illuminated during the hours of darkness. Suitable warning signs shall be provided to properly control and direct traffic.

The Contractor shall erect warning signs in advance to any place on the project where operations may interfere with the use of the road or trail by traffic and at all intermediate points where the new work crosses or coincides with an existing road or trail. All road barricades, warning signs, lights, temporary signals, flagman and pilot car operators and equipment, and other protective devices, except for special devices, shall conform with Part VI of the Manual on Uniform Traffic Control Devices for Streets and Highways, published by the Federal Highway Administration and applicable safety codes.

The Contractor shall furnish, erect, maintain, and remove when notified any project identification signs shown on the drawings

Necessary warning signs and guards shall be posted during blasting operations to safeguard the public.

H.9 Control of Material

Rights In and Use of Materials

(a) The Contractor, with the written approval of the Contracting Officer, may use on the project suitable stone, gravel, and sand, or other material found in the excavation. Payment will be made both for the excavation of such materials at the corresponding contract unit price and for the pay items for which the excavated material is used. The Contractor shall replace without additional compensation sufficient suitable materials to complete the portion of the work which was originally contemplated to be constructed with such material.

(b) Materials produced or processed from Government lands in excess of the quantities required for performance of this contract are the property of the Government. The Government is not obligated to reimburse the Contractor for the cost of their production.

Material Sources

(a) Designated Sources - Sources of local materials are designated on the drawings. The Government assumes responsibility for the quality and quantity of material in the source. The Contractor shall determine the equipment and work required to produce the specified product.

The Contractor shall utilize all suitable material in the source. The designation of source will include the rights of the Contractor to use certain area(s) for plant site, stockpiles, and haul roads.

When materials are subject to weight measurement, the weight/volume relationship used for determination of designed quantities will be shown on the Drawings.

Should the designated source, due to causes beyond the control of the Contractor, contain insufficient suitable material, the Government will provide another source with an equitable adjustment in accordance with Clauses 52.243-5, Changes and Changed Conditions or Clause 52.236-2, Differing Site Conditions.

(b) Contractor Furnished Sources - When the material sources are not designated as provided above or the Contractor elects not to use designated sources, the Contractor shall be responsible for providing the specified product with no adjustment in contract price, unless weight/volume relationship differences between designated source material and Contractor furnished source material result in financial disadvantage to the Government. Quality Testing shall be the responsibility of the Contractor. Test results shall be furnished to the Contracting Officer.

Storage Stockpiling of Materials

Materials shall be stored to assure the preservation of quality and fitness for the work. Stored materials shall be located to facilitate their prompt inspection. Sites on Forest Service administered land, approved by the Forest Service, may be used for storage purposes and for the placing of Contractor's plant equipment. All storage sites provided by the Forest Service shall be restored at Contractor's expense.

Contractor shall be responsible for making arrangements for storage on other than Forest Service administered lands.

Earthwork Tolerance

Changes within specified tolerances (such as adjustment of horizontal or vertical alignment) shall be made as necessary to maintain earthwork quantities substantially as designed within balance points. Such adjustments shall not be considered as "Changes" under Clause 52.243-5.

H.10 Safety

1. Traffic hazards 4. Heavy equipment operations

a. Narrow Gravel or native surface forest roads a. Backing into objects

b. Long, steep grades (less than 20% b. Steep side slopes or soft ground for rollovers

c. Logging Traffic c. Refueling hazards

d. Unskilled visitor traffic d. Exceeding equipment limitations

e. Dusty conditions hindering visibility behind vehicles

e. Unsafe equipment / lack of safety equipment

2. Work environment f. Operator fatigue

a. Inclement weather for potential hypo/hyperthermia

5. Excavation

b. High winds that can bring down trees a. Slope or trench wall instability

c. Wet, snowy or ice conditions making ground unstable

6. Truck Driving & Trailer Towing

d. High db noise a. Increased stopping distance

e. Insects, plants, animals b. Loads insecurely lashed

3. Communications c. Low clearances (power lines, etc.)

a. Cell phone or radio availability for emergencies

H.11 USE OF PREMISES

(a) Before any camp, quarry, borrow pit, storage, detour, or bypass site, other than shown on the drawings, is opened or operated on USDA land or lands administered by the USDA, the Contractor shall obtain written permission from the Contracting Officer. A camp is interpreted to include a campsite or trailer parking area of any employee working on the project for the Contractor.

(b) Unless excepted elsewhere in the contract, the Contractor shall (i) provide and maintain sanitation facilities for the work force at the site and (ii) dispose of solid waste in accordance with applicable Federal, State and local regulations.

H.12 ARCHAEOLOGICAL OR HISTORIC SITES

If a previously unidentified archaeological or historic site(s) is encountered, the Contractor shall discontinue work in the general area of the site(s) and notify the Contracting Officer immediately.

H.13 CONTROL OF EROSION, SEDIMENTATION, AND POLLUTION

(a) Operations shall be scheduled and conducted to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems, and impoundments (lakes, reservoirs, etc.).

(b) Pollutants such as fuels, lubricants, bitumens, raw sewage, and other harmful materials shall not be discharged on the ground; into or nearby rivers, streams, or impoundments; or into natural or man-made channels. Wash water or waste from concrete or aggregate operations shall not be allowed to enter live streams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.

(c) Mechanized equipment shall not be operated in flowing streams without written approval by the Contracting Officer.

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) Deviations to clauses may be viewed at:

https://www.dm.usda.gov/procurement/policy/FARClassDeviations.htm

52.202-1 Definitions (JUN 2020) 52.203-3 Gratuities (APR 1984) 52.203-5 Covenant against Contingent Fees (MAY 2014) 52.203-6 Restrictions on Subcontractor Sales to the Government (JUN 2020) 52.203-7 Anti-Kickback Procedures (JUN 2020) 52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or Improper Activity

(MAY 2014)

52.203-10 Price or Fee Adjustment for Illegal or Improper Activity (MAY 2014) 52.203-12 Limitation on Payments to Influence Certain Federal Transactions (JUN 2020) 52.203-17 Contractor Employee Whistleblower Rights & Requirements to Inform

Employees of Whistleblower Rights (JUN 2020) 52.203-19 Prohibition on Requiring Certain Internal Confidentiality Agreements or

Statements (JAN 2017) 52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper (MAY

2011) 52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards (JUN

2020) 52.204-13 System for Award Management Maintenance (OCT 2018) 52.204-14 Service Contract Reporting Requirements (OCT 2016) 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 and Other Covered Entities (NOV 2021) 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)

52.209-9 Updates of Publicly Available Information Regarding Responsibility Matters

(OCT 2018)

52.209-10 Prohibition on Contracting with Inverted Domestic Corporations (NOV 2015) 52.215-2 Audit and Records -- Negotiation (JUN 2020) 52.215-8 Order of Precedence—Uniform Contract Format (OCT 1997) 52.219-6 Notice of Total Small Business Set-Aside (NOV 2020) 52.219-8 Utilization of Small Business Concerns (OCT 2018) 52.219-14 Limitations on Subcontracting (SEP 2021) 52.219-28 Post Award Small Business Program Rerepresentation (SEP 2021) 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) 52.222-37 Employment Reports on Veterans (JUN 2020) 52.222-40 Notification of Employee Rights Under National Labor Relations Act (DEC

2010) 52.222-50 Combating Trafficking in Persons (NOV 2021) 52.222-54 Employment Eligibility Verification (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) 52.223-2 Affirmative Procurement of Biobased Products under Service and Construction

Contracts (SEP 2013) 52.223-6 Drug-Free Workplace (MAY 2001) 52.223-18 Encouraging Contractor Policies to Ban Text Messaging While Driving (JUN

2020) 52.225-13 Restrictions on Certain Foreign Purchases (FEB 2021) 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) 52.228-12 Prospective Subcontractor Requests for Bonds (MAY 2014) 52.228-14 Irrevocable Letter of Credit (NOV 2014) 52.229-3 Federal, State, and Local Taxes (FEB 2013) 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) 52.233-1 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) 52.236-14 Availability and Use of Utility Services (APR 1984) 52.236-15 Schedules for Construction Contracts (APR 1984) 52.236-16 Quantity Surveys (APR 1984) 52.236-17 Layout of Work (APR 1984) 52.236-21 Specifications and Drawings for Construction (FEB 1997)

Alternate II (APR 1984) 52.242-13 Bankruptcy (JUL 1995) 52.243-4 Changes (JUN 2007) 52.244-2 Subcontracts (JUN 2020) 52.244-6 Subcontracts for Commercial Products and Commercial Services (JAN 2022)

(DEVIATION APR 2020)

52.245-1 Government Property (SEP 2021) - Alt 1 (APR 2012) 52.245-9 Use and Charges (APR 2012) 52.246-21 Warranty of Construction (MAR 1994) 52.249-2 Termination for Convenience of the Government (Fixed-Price) (APR 2012)

Alternate I (SEP 1996) 52.249-10 Default (Fixed-Price Construction) (APR 1984) 52.253-1 Computer Generated Forms (JAN 1991)

I.2 52.217-7 Option for Increased quantity – Separately Priced Line Item (MAR 1989)

The Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the option by written notice to the Contractor within one year of contract award.

I.3 52.225-9 Buy American Act-Construction Materials (NOV 2021)

(a) Definitions. As used in this clause-

Commercially available off-the-shelf (COTS) item-

(1) Means any item of supply (including construction material) that is-

(i) A commercial product (as defined in paragraph (1) of the definition of “commercial product” at Federal Acquisition Regulation (FAR) 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Offered to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4), such as agricultural products and petroleum products.

"Construction material" means an article, material, or supply brought to the construction site by the

Contractor or a subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies.

However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site. Materials purchased directly by the Government are supplies, not construction material.

Cost of components means-

(1) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the construction material (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or

(2) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.

Domestic construction material means-

(1) For construction material that does not consist wholly or predominantly of iron or steel or a combination of both-

(i) An unmanufactured construction material mined or produced in the United States; or

(ii) A construction material manufactured in the United States, if-

(A) The cost of its components mined, produced, or manufactured in the United States exceeds 55 percent of the cost of all its components. Components of foreign origin of the same class or kind for which nonavailability determinations have been made are treated as domestic. Components of unknown origin are treated as foreign; or

(B) The construction material is a COTS item; or

(2) For construction material that consists wholly or predominantly of iron or steel or a combination of both, a construction material manufactured in the United States if the cost of foreign iron and steel constitutes less than 5 percent of the cost of all components used in such construction material. The cost of foreign iron and steel includes but is not limited to the cost of foreign iron or steel mill products (such as bar, billet, slab, wire, plate, or sheet), castings, or forgings utilized in the manufacture of the construction material and a good faith estimate of the cost of all foreign iron or steel components excluding COTS fasteners. Iron or steel components of unknown origin are treated as foreign. If the construction material contains multiple components, the cost of all the materials used in such construction material is calculated in accordance with the definition of "cost of components".

Fastener means a hardware device that mechanically joins or affixes two or more objects together.

Examples of fasteners are nuts, bolts, pins, rivets, nails, clips, and screws.

Foreign construction material means a construction material other than a domestic construction material.

Foreign iron and steel means iron or steel products not produced in the United States. Produced in the

United States means that all manufacturing processes of the iron or steel must take place in the United States, from the initial melting stage through the application of coatings, except metallurgical processes involving refinement of steel additives. The origin of the elements of the iron or steel is not relevant to the determination of whether it is domestic or foreign.

Predominantly of iron or steel or a combination of both means that the cost of the iron and steel content exceeds 50 percent of the total cost of all its components. The cost of iron and steel is the cost of the iron or steel mill products (such as bar, billet, slab, wire, plate, or sheet), castings, or forgings utilized in the manufacture of the product and a good faith estimate of the cost of iron or steel components excluding COTS fasteners.

Steel means an alloy that includes at least 50 percent iron, between 0.02 and 2 percent carbon, and may include other elements.

"United States" means the 50 States, the District of Columbia, and outlying areas.

(b) Domestic preference. (1) This clause implements 41 U.S.C.chapter 83, Buy American, by providing a preference for domestic construction material. In accordance with 41 U.S.C.

1907, the domestic content test of the Buy American statute is waived for construction material that is a COTS item, except that for construction material that consists wholly or predominantly of iron or steel or a combination of both, the domestic content test is applied only to the iron and steel content of the construction materials, excluding COTS fasteners. (See FAR 12.505(a)(2)). The Contractor shall use only domestic construction material in performing this contract, except as provided in paragraphs (b)(2) and (b)(3) of this clause.

(2) This requirement does not apply to information technology that is a commercial product or to the construction materials or components listed by the Government as follows:

[Contracting Officer to list applicable excepted materials or indicate "none"]

(3) The Contracting Officer may add other foreign construction material to the list in paragraph

(b)(2) of this clause if the Government determines that-

(i) The cost of domestic construction material would be unreasonable. The cost of a particular domestic construction material subject to the requirements of the Buy American statute is unreasonable when the cost of such material exceeds the cost of foreign material by more than 20 percent;

(ii) The application of the restriction of the Buy American statute to a particular construction material would be impracticable or inconsistent with the public interest; or

(iii) The construction material is not mined, produced, or manufactured in the United States in sufficient and reasonably available commercial quantities of a satisfactory quality.

(c) Request for determination of inapplicability of the Buy American statute. (1) (i) Any Contractor request to use foreign construction material in accordance with paragraph (b)(3) of this clause shall include adequate information for Government evaluation of the request, including-

(A) A description of the foreign and domestic construction materials;

(B) Unit of measure;

(C) Quantity;

(D) Price;

(E) Time of delivery or availability;

(F) Location of the construction project;

(G) Name and address of the proposed supplier; and

(H) A detailed justification of the reason for use of foreign construction materials cited in accordance with paragraph (b)(3) of this clause.

(ii) A request based on unreasonable cost shall include a reasonable survey of the market and a completed price comparison table in the format in paragraph (d) of this clause.

(iii) The price of construction material shall include all delivery costs to the construction site and any applicable duty (whether or not a duty-free certificate may be issued).

(iv) Any Contractor request for a determination submitted after contract award shall explain why the Contractor could not reasonably foresee the need for such determination and could not have requested the determination before contract award. If the Contractor does not submit a satisfactory explanation, the Contracting Officer need not make a determination.

(2) If the Government determines after contract award that an exception to the Buy American statute applies and the Contracting Officer and the Contractor negotiate adequate consideration, the Contracting Officer will modify the contract to allow use of the foreign construction material. However, when the basis for the exception is the unreasonable price of a domestic construction material, adequate consideration is not less than the differential established in paragraph (b)(3)(i) of this clause.

(3) Unless the Government determines that an exception to the Buy American statute applies, use of foreign construction material is noncompliant with the Buy American statute.

(d) Data. To permit evaluation of requests under paragraph (c) of this clause based on unreasonable cost, the Contractor shall include the following information and any applicable supporting data based on the survey of suppliers:

Foreign and Domestic Construction Materials Price Comparison

Construction Material Description Unit of Measure Quantity Price (dollars)* Item1:

Foreign construction material _______ _______ _______ Domestic construction material _______ _______ _______

Item2:

Foreign construction material _______ _______ _______ Domestic construction material _______ _______ _______

[* Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued)].

[List name, address, telephone number, and contact for suppliers surveyed. Attach copy of response; if oral, attach summary.]

[Include other applicable supporting information.]

I.4 52.228-1 Bid Guarantee (SEP 1996)

(a) Failure to furnish a bid guarantee in the proper form and amount, by the time set for opening of bids, may be cause for rejection of the bid.

(b) The bidder shall furnish a bid guarantee in the form of a firm commitment, e.g., bid bond supported by good and sufficient surety or sureties acceptable to the Government, postal money order, certified check, cashier's check, irrevocable letter of credit, or, under Treasury Department regulations, certain bonds or notes of the United States. The Contracting Officer will return bid guarantees, other than bid bonds –

(1) To unsuccessful bidders as soon as practicable after the opening of bids, and (2) To the successful bidder upon execution of contractual documents and bonds (including any necessary coinsurance or reinsurance agreements), as required by the bid as accepted.

(c) The amount of the bid guarantee shall be 20 percent of the bid price or $ N/A, whichever is less.

(d) If the successful bidder, upon acceptance of its bid by the Government within the period specified for acceptance, fails to execute all contractual documents or furnish executed bond(s) within 10 days after receipt of the forms by the bidder, the Contracting Officer may terminate the contract for default.

(e) In the event the contract is terminated for default, the bidder is liable for any cost of acquiring the work that exceeds the amount of its bid, and the bid guarantee is available to offset the difference.

I.5 52.228-11 Individual Surety - Pledge of Assets (FEB 2021) (DEVIATION APR 2020)

(a) The Contractor shall obtain from each person acting as an individual surety on a performance bond or a payment bond -

(1)A pledge of assets that meets the eligibility, valuation, and security requirements described in the Federal Acquisition Regulation (FAR) 28.203-1; and

(2) Standard Form 28, Affidavit of Individual Surety, [except that the words “being duly sworn, depose and say” on the Standard Form 28 are replaced with the word “affirm” and the Standard Form 28 is not required to be sworn and notarized in block 12].

(b)The Contracting Officer may release a portion of the security interest on the individual surety's assets based upon substantial performance of the Contractor's obligations under its performance bond. The security interest in support of a performance bond shall be maintained—

(1) Contracts for the construction, alteration, or repair of any public building or public work of the

Federal Government exceeding $150,000 (40 U.S.C. 3131). Until completion of any warranty period, or for 1 year following final payment, whichever is later.

(2) Contracts subject to alternative payment protection (see FAR 28.102-1(b)(1)). For the full contract performance period plus 1 year.

(3) Other contracts not subject to the requirements of paragraph (b)(1) of this clause. Until completion of any warranty period, or for 90 days following final payment, whichever is later.

(c)A surety's assets pledged in support of a payment bond may be released to a subcontractor or supplier upon Government receipt of a Federal district court judgment, or a sworn statement by the subcontractor or supplier that the claim is correct along with a notarized authorization of the release by the surety stating that it approves of such release. The security interest on the individual surety's assets in support of a payment bond shall be maintained—

(1) Contracts for the construction, alteration, or repair of any public building or public work of the

Federal Government exceeding $150,000 which require performance and payment bonds (40 U.S.C.

3131). For 1 year following final payment, or until resolution of all pending claims filed against the payment bond during the 1-year period following final payment, whichever is later.

(2) Contracts subject to alternative payment protection (see FAR 28.102-1(b)(1)). For the full contract performance period plus 1 year.

(3) Other contracts not subject to the requirements of paragraph (c)(1) of this clause. For 90 days following final payment.

(d)The Contracting Officer may allow the Contractor to substitute an individual surety, for a performance or payment…