Final.RFQ.pdf

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair) IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

9. FOR INFORMATION

CALL:

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

SOLICITATION

1. SOLICITATION NUMBER

5. REQUISITION/PURCHASE REQUEST NUMBER

CODE

6. PROJECT NUMBER

8. ADDRESS OFFER TO

4. CONTRACT NUMBER

7. ISSUED BY

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying number, date)

11. The contractor shall begin performance within (see Section C)

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

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

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and

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.

d. Offers providing less than calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

is, is not required.

local time containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes copies to perform the work required are due at the place specified in Item 8 by (hour) award, YES NO notice to proceed. This performance period is mandatory negotiable.

calendar days and complete it within calendar days after receiving

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

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED PAGE OF PAGES

STANDARD FORM 1442 (REV. )

Prescribed by GSA - FAR (48 CFR) 53.236-1(d)

1305M221QNFFM0100

NOAA/EAD

200 GRANBY STREET

NORFOLK VA 23510

NOAA/EAD

200 GRANBY STREET

NORFOLK VA 23510

NF-FM7720-21-01633

AJ930073

ROBERTA SMITH (C) 757-441-6528 ROBERTA.H.SMITH@NOAA.GOV

1 48

JUN 23, 2021

12:00 PM ET

AJ930073

8/2014

NMFS/Northeast Fisheries Science Center (NEFSC)/ Fender Removal & Replacement- Woods Hole Lab. The NMFS Laboratory is located at 166 Water Street, Woods Hole, MA 02543.

THIS REQUEST FOR QUOTATION (RFQ) IS A 100% TOTAL SMALL-BUSINESS SET-ASIDE

THE NAICS CODE IS 237990 Other Heavy and Civil Engineering. Small Business Size Standard is 39 Mil.

Magnitude of this project is between $250,000.00 and $500,000.00

See Section C

X June 2, 2021

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 calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement by the Government in writing within stated in Item 13d. Failure to insert any number means the offeror accepts the minimum in Item 13d.)

OFFER (Must be fully completed by offeror)

AMOUNTS

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT

NUMBER

DATE.

AWARD (To be completed by Government)

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

CODE FACILITY CODE

15. TELEPHONE NO. (Include area code)

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

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

21. ITEMS ACCEPTED:

22. AMOUNT

26. ADMINISTERED BY

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

31c. DATE31b. UNITED STATES OF AMERICA

BY

31a. NAME OF CONTRACTING OFFICER (Type or print)

29. AWARD (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.

30b. SIGNATURE 30c. DATE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return 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.) Contractor agrees to furnish

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

23. ACCOUNTING AND APPROPRIATION DATA

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

27. PAYMENT WILL BE MADE BY

10 U.S.C. 2304(c) ( )

20b. SIGNATURE 20c. OFFER DATE

STANDARD FORM 1442 (REV. ) BACK1305M221QNFFM0100 - Page 2 of 48 8/2014

RFQ 1305M2-21-Q-NFFM-0100

SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS

CLIN DESCRIPTION OF SUPPLIES/SERVICES UNIT OF

ISSUE

AMOUNT

Provide labor, materials and equipment for replacement of identified timber fendering system along an approximate 200 foot length of existing bulkhead in accordance with the Statement of Work

(SOW).

1 JOB

NOTES:

(1) See Section L and M for Offeror submission information and Evaluation Criteria.

(2) Failure to complete and return all required submission from this solicitation could render your offer non-responsive.

(3) The Government intends to award a single contract from this solicitation.

Quotes in response to this solicitation shall be submitted electronically via email by June 23, 12:00 PM eastern time to the following Government representative: Roberta H. Smith at Roberta.h.smith@noaa.gov, telephone 758- 441-6528. It is the quoter's responsibility to ensure that any submission transmitted to the specified Government representative is received prior to the due date specified. Quoters are highly encouraged to contact the Government representative specified above prior to the solicitation’s stated time and date for receipt of offers to ensure the Government has received the submission. Offers received after the date and time specified in this solicitation may be excluded from consideration.

mailto:Roberta.h.smith@noaa.gov

SECTION C – STATEMENT OF WORK

DEPARTMENT OF COMMERCE (DOC)

NATIONAL OCEANIC ATMOSPHERIC ADMINISTRATION (NOAA)

NATIONAL MARINE FISHERIES SERVICE (NMFS)

NORTHEAST FISHERIES SCIENCE CENTER (NEFSC)

FOR

FENDER REPLACEMENT

PART 1 - GENERAL

1.1 DESCRIPTION

The Northeast Fisheries Science Center (NEFSC) is located at 166 Water Street, Woods Hole MA 02543. This requirement is remove and replace 200’ of existing fendering system along the west face of the bulkhead. The Contractor shall be normally engaged in marine construction, installation and demolition and shall have a minimum of seven (7) years verifiable experience related to this type of work. Contractor shall supply all labor, permits, engineering, testing, equipment and materials required plus as described in the contract documents, drawings and as necessary to complete the project.

The National Marine Fisheries Service (NMFS), a part of the National Oceanic and Atmospheric Administration (NOAA) of the Department of Commerce (DOC), is a governmental agency charged with the mission of stewardship for living marine resources.

WORK WILL NOT BE ABLE TO COMMENCE UNTIL SEPTEMBER 1, 2021.

1.2 EXTENT OF WORK

a. Provide all engineering, permits, labor, materials, tools, equipment, shoring, stabilizations equipment, dewatering equipment, and supervision necessary to complete the work described or shown in the drawings, specifications, and accordance with the manufacturer’s most current specifications and details to ensure the requirements in the contract documents are met supporting the best practices as recommended by the manufacture and professional agencies, associations, codes, councils, institutes, and standards (see Attachments 1 and 2 for Acronyms).

b. The Contractor shall be fully knowledgeable of all requirements of the contract documents and shall make themselves aware of all job site conditions that will affect their work.

c. The Contractor shall self-verify and submit preconstruction notification per General Permit in accordance with Corps regulations at 33 CFR 320 – 332 (see 33 CFR 325.5(c)(1)).

1.3 SUBMITTALS

The contractor shall submit the following:

1. Product data (10 work days after NTP) - Project approach plan including demolition, material list and construction methods.

2. Schedule (10 work days after NTP)

3. Safety Data Sheets (SDS) (15 work days after NTP)

4. Safety plan (5 work days prior to start of work)

5. Spill protection plan (10 days prior to start of work).

1.4 PRODUCT DELIVERY, STORAGE AND HANDLING

a. Deliver materials to the job site in the manufacturer’s original, unopened containers or wrappings with the manufacturer’s name, brand name and installation instructions intact and legible. Deliver in sufficient quantity to permit work to continue without interruption.

b. Comply with the manufacturer’s written instructions for proper material storage.

c. Any materials which are found to be damaged shall be removed and replaced at the contractor’s expense.

1.5 WORK SEQUENCE

Care shall be exercised to provide protection of surrounding structures, parking lot, and landscaping.

1.6 USE OF THE PREMISES

a. Before beginning work, the contractor shall secure approval from the building owner’s representative for the following:

a. Areas permitted for personnel parking.

b. Access to the site.

c. Areas permitted for storage of materials and debris.

d. Security: Obey the owner’s requirements for personnel identification, inspection and other security measures.

e. Other contractors will be working on the Woods Hole Complex. Coordinate with COR for parking, staging, and other conflicts that may arise.

b. The NEFSC is a smoke free campus. The Contractor and its employees shall adhere to all applicable rules and regulations regarding maintenance of a smoke free environment on the job site.

c. Use Of Government Facilities

1. Water and normal electricity for construction purposes are available at the work site.

2. Toilet facilities shall be provided by the Contractor. Location of temporary facilities shall be coordinated with owner’s representative or the COR.

3. Contractor shall provide storage for tools and materials. The Government is not responsible for providing storage or security of materials, tools, or equipment.

4. Contractor may provide their own temporary job office. Location to be determined and approved by the COR.

d. The premises will be occupied during the performance of the work. Contractor to coordinate work with the COR to accommodate the work schedule, continuing access and completion date.

e. Working hours shall be 7:30 AM – 4:00 PM, Monday – Friday. Contractor shall observe all federal holidays.

f. Access to the site.

1. All persons employed within the boundaries of the property or restricted-access areas therein, and all persons permitted to enter such property and areas shall comply with the security regulations for the NEFSC Woods Hole Laboratory.

2. The Government reserves the right to close down the job site and order Contractor personnel off the premises in the event of a national emergency or a shut-down, for as long as security problems persist. The Contractor may only return to the site with verbal approval from the Contracting Officer or COR.

3. The Government reserves the right to exclude or remove from the site or building any employee of the Contractor or a subcontractor whom the Government deems incompetent, careless, insubordinate or otherwise objectionable, or whose continued employment on the work is deemed by the Government to be contrary to the public interest.

4. Personnel may be subject to inspection of their personal effects when entering and leaving the facility. In addition, unscheduled inspections of personnel may be made when entering or while on site.

1.7 EXISTING CONDITIONS

If discrepancies are discovered between the existing conditions and those noted on the drawings, immediately notify the Contract Administrator, Roberta Smith in writing. Upon receipt of solicitation documents verify documents are complete. Notify the Contract Administrator if documents are incomplete. Immediately notify the Contract Administrator upon finding discrepancies or omissions in solicitation documents.

1.8 PRE-BID SITE VISIT

Prior to bid submittal, the contractor shall schedule a job site inspection to observe actual conditions and verify all dimensions. For access to the site prior to the solicitation closing date, the contractor must contact the technical representative, Jason Godusky at 508-495-2109 to coordinate an appropriate time. Coordinate site visits at least two (2) working days in advance of intended site visit.

1.9 FACILITIES AND CONTROLS

a. The contractor shall remove and dispose of all debris and trash from the job site in a timely and legally acceptable manner so as to not detract from the aesthetics or the functions of the building.

b. Contractor shall comply with all applicable Federal, State, and local laws and regulations concerning environmental pollution prevention control and waste disposal.

c. Contractor shall immediately inform the COR of any environmentally hazardous situations that may arise as well as contact required regulatory agencies.

1.10 JOB SITE PROTECTION

a. The contractor shall adequately protect the site from damage while performing the required work.

Provide boards, barriers, signs, cones, floats, and other devices as necessary for protection. Remove protection materials, devices at the completion of the project. The contractor shall repair or be responsible for costs to repair all property damaged during the performance of work.

b. Comply with all requirements mandated by ACoE, EPA, Massachusetts DEM, USCG, Massachusetts

CZM and other regulatory agencies and all requirements set forth by all federal, state, and local jurisdictions.

c. Best Management Practices (BMP) shall be exercised throughout the project.

d. The contractor shall take precautions to prevent the spread of debris both in the water and out of the water.

1.11 SAFETY

a. The contractor shall be responsible for all means and methods as they relate to safety and shall comply with all applicable OSHA, NEC, USCG, ACoE, NFPA, EPA, local, state and federal requirements.

Safety shall be the responsibility of the general contractor. All related personnel shall be instructed daily to be mindful of the full time requirement to maintain a safe environment for the facility’s occupants including staff, visitors, customers and the occurrence of the general public on or near the site.

b. The Contractor shall comply with the requirements of 29 CFR, Part 1910: Occupational Safety and Health

Administration (OSHA) General Industry and Health Standards, and Health Administration (OSHA) General Industry and Health Standards and 29 CFR, part 1926 Construction Standards. The Contractor shall promptly correct any non-complying work or conditions. Contractor shall be responsible to ensure its work does not affect the safety of the public or employees of the Government. Neither the Government nor its representatives shall bear any responsibility for safety precautions at the project work site. If, however, in the opinion of the COR a life-threatening condition exists, the COR will orally (to be confirmed in writing) require the Contractor to immediately suspend work in the affected area until the condition is corrected.

Whenever Contractor’s operations may create a hazardous condition, it shall at its sole expense, furnish, install and maintain such guards, fences, barricades, railing, light, signs, or other devices necessary to prevent accident, injury or damage to people or equipment.

c. The Contractor shall submit a Safety Plan within five (5) days prior to working starting. To include but not limited, open flames, debris, cleanup, work place safety methods, and emergency procedures. The Safety Plan must be available on site at all times and must be reviewed with all subcontractors working under this contract for the duration of the contract project.

d. The contractor SHALL ensure all employees, sub-contractors, venders, and other company representative adhere to all safety rules, regulations, policies and practices.

e. The Contractor shall keep the project site in a neat and orderly condition at all times.

f. The Contractor shall submit a Spill Protection Plan within ten (10) days prior to work starting.

1.12 WORKMANSHIP

All work shall be of highest quality and in strict accordance with the manufacturer’s published specifications and to the building owner’s satisfaction, most recent codes and standards.

1.13 QUALITY ASSURANCE

a. Unless otherwise noted in the contract documents, the Contractor shall comply with the manufacturer’s current specifications and details.

b. Provide adequate number of experienced workmen regularly engaged in this type of work who are skilled in the application techniques of the materials specified. Provide at least one thoroughly trained and experienced superintendent on the job at all times when work is in progress.

c. There shall be a site superintendent on the job site at all times while work is in progress. The site superintendent must be an employee of the general contractor.

d. There shall be no deviations made from this specification or the approved shop drawings without the prior written approval of the COR. Any deviation from the manufacturer’s installation procedures must be supported by a written certification on the manufacturer’s letterhead and presented for the specifier’s consideration. All substitutions requests for products, equipment, materials and methods described within the contract documents shall be submitted to the COR. Substitutions request are not permitted prior to the Notice to Proceed. Substitute products will be considered when the request is submitted in writing to the COR. The COR will have seven (7) working days to approve/disapprove substitution request.

Substitution request shall not result in schedule extensions.

e. Professional agencies, associations, councils, institutes, codes, and standards as required or referenced by law, statue or manufactures recommendation including those listed in Appendix #1 are part of the contract requirements.

1.14 JOB CONDITIONS, CAUTIONS AND WARNINGS

a. Safety Data Sheets (SDS) must be on location at all times during the transportation, storage and application of materials. A separate set shall be given to the COR five (5) days prior to starting of the work.

b. The Contractor shall not cause or permit any hazardous material to be brought upon, kept or used in or about the premises by its agents, employees, or subcontractors without the prior consent of the COR.

Hazardous materials that are necessary to the performance of this contract shall be used, kept and stored in a manner that complies with all laws regulating any such hazardous material brought upon or used or kept at this site. Contractor shall provide Safety Data Sheets to the COR for any hazardous materials used in the performance of this contract.

c. As used herein, the term “Hazardous Material” means any hazardous or toxic substance, material, or waste, including but not limited to, those substances, materials, and wastes listed in the Department of Transportation Hazardous Material Table (49 CFR 172.101) or by the Environmental Protection Agency as hazardous substances (40 CFR Part 68.130) and amendments thereto, petroleum products, or such other substances, material, and wastes that are or become regulated under any applicable local, state, or Federal law.

1.15 WARRANTY

Provide manufacturer’s warranty covering both labor and material with no dollar limitation for one year.

1.16 GENERAL

a. Comply with the manufacturer’s published instructions for the installation of specified products, and installation requirements per the contract documents.

b. Comply with all federal, state, and local rules and regulations for the installation and requirements per the contract documents.

c. The Contractor is responsible for his/her own security arrangements including subcontractors, material, tools, equipment, and personnel.

d. Work in Progress: The Contractor shall be responsible for the protection and safe keeping of all work in progress prior to occupancy or final acceptance by the Government.

e. All methods, materials and workmanship provided by the Contractor under this contract shall, as a minimum, be performed in accordance with professional industry standards and shall comply with applicable codes for construction. Field measurements are the responsibility of the contractor.

f. Final Acceptance and Inspections:

1. Inspection of work to be performed by the NEFSC facilities maintenance supervisor and COR. Any corrective action required as a result of the inspection will be accomplished prior to final monthly billing.

2. The Contractor may be notified of deficiencies in performance in writing by the COR. Oral deficiency notifications will be confirmed in writing. Prompt corrective action shall be taken by the contractor upon notice of deficiency.

3. The contractor shall advised that the Government when all work is completed. The Government will not accept the work until it determines that all work has been satisfactorily completed within the terms of the contract.

1.17 CLEAN UP

Perform daily clean-up to collect all wrappings, empty containers, paper, and other debris from the project site.

Upon completion, all debris must be disposed of in a legally acceptable manner. The Contractor shall ensure that the project area and areas adjacent to the project area are maintained in a clean and safe condition.

PART 2 - REPLACEMENT OF TIMBER FENDER SYSTEM

2.0 GENERAL

2.1 SUMMARY

The work covered by this section consists of furnishing all materials, labor, tools, and equipment for;

replacement of identified timber fendering system along an approximate 200-foot length of existing bulkhead at the NOAA Woods Hole Northeast Fisheries Science Center, with a new fendering system including new composite rails, composite wales, new composite blocks, new steel connection plates, new hardware and fasteners; and all miscellaneous hardware needed to complete the work as shown on the contract drawings and specified herein. The actual sizes and location of timber replacements and support beams shall be as noted on the Contract Drawings.

2.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC Steel Construction Manual (2010) Manual of Steel Construction ASTM INTERNATIONAL (ASTM) ASTM A153/A153M (2016a) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A307 (2014; E 2017) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength

ASTM A325 (2014) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM A36/A36M (2019) Standard Specification for Carbon Structural Steel

ASTM D7258 (2017) Standard Specification for Polymeric Piles

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B18.21.1 (2009; R 2016) Washers: Helical Spring-Lock, Tooth Lock, and Plain Washers (Inch Series)

ASME B18.2.2 (2015) Nuts for General Applications: Machine Screw Nuts, Hex, Square, Hex Flange, and Coupling Nuts (Inch Series)

AMERICAN WELDING SOCIETY (AWS)

AWS A2.4 (2012) Standard Symbols for Welding, Brazing and Nondestructive Examination

AWS D1.1/D1.1M (2020) Structural Welding Code - Steel

GENERAL REQUIREMENTS

AISC Steel Construction Manual shall govern any structural steel work. Structural steel fabrication and erection shall be performed by an organization experienced in structural steel work of equivalent magnitude. The Contractor shall be responsible for correctness of detailing, fabrication, and for the correct fitting of structural members. Substitution of sections or modification of connection details will not be accepted unless approved by the Contracting Officer.

SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

SD-01 Preconstruction Submittals Work Plan; G, RO Prior to removal/replacement of the existing timbers, a detailed removal and replacement plan is required. The plan shall conform to the sequence, work limits, and other requirements specified in this section.

SD-02 Shop Drawings

Detail Drawings; G, DO

Detail drawings of composite and rubber fender replacements/realignments. Detail drawings shall indicate materials and all shop and field erection details including new galvanized connection plate details.

Structural Steel System; G, DO

Erection details including members (with their connections) not shown on the contract drawings. Welds shall be indicated by standard welding symbols in accordance with AWS A2.4.

SD-03 Product Data

Composite Fenders; G, RO

Detail The Contractor shall submit manufacturer's product data for the composite fenders.

SD-07 Certificates

Fasteners; G, RO

Certified copies of mill test reports for fasteners, including structural bolts, anchors, screws, nuts and other related hardware are required.

Welder Qualifications; G, RO

Certified copies of welder qualifications test records showing qualification in accordance with AWS D1.1/D1.1M.

RESPONSIBILITY FOR ERRORS

The Contractor shall be responsible for making all field measurements before fabrication. Errors of detailing, fabrication, and for the correct fitting of the structural components shall be the responsibility of the Contractor.

WORK LIMITS

The work limits for the replacement of the timber fender system shall be restricted to the areas shown on the Contract Drawings.

TIDAL IMPACT ON WORK

Replacement of the fender system may require work to be performed at low tide. Work on the lower row of channel fender timbers will require scheduling around negative low tides.

PART 3 - PRODUCTS

3.1 MATERIALS

3.1.1 Composites

All composite elements shall conform to ASTM D7258. Composite wales shall be Type VI and have a minimum flexural strength of at least equal to Select Structural Southern Pine.

3.1.1.1 Composite Fenders

Composite fenders used for replacement shall be composed of recycled plastic and shall not be reinforced, except as noted. Fenders shall have a minimum yield strength of 2,700 psi.

3.1.1.2 Composite Ladders

As shown on the contract drawings and in accordance with ANSI A14.3.

3.1.1.3 Acceptable Products

An acceptable composite fender product is "SeaTimber", as manufactured by Bedford Technology, LLC, or Lee Composites, Inc., Tekmarine Systems, LLC, Trelleborg, Inc., or approved equal.

3.1.2 Metals

3.1.2.1 Steel Connection Plates

Steel connection plates shall be sized as indicated on the contract drawings and conform to ASTM A36/A36M. Plates shall be galvanized by the hot-dip process in accordance with ASTM A153/A153M, as applicable.

3.1.2.2 Steel Bolts and Screws

Bolts, threaded rods and self-tapping screws shall conform to ASTM A307, Grade B. Bolts shall be galvanized by the hot-dip process in accordance with ASTM A153/A153M, as applicable.

3.1.2.3 Steel Nuts and Washers

Steel nuts shall be hex style and conform to ASME B18.2.2, steel washers shall be TYPE A, plain and conform to ASME B18.21.1. Steel nuts and washers shall be galvanized in accordance with the requirements of Class C of Specification ASTM A153/A153M unless noted otherwise.

3.1.2.4 Steel Hardware

Steel hardware shall conform to ASTM A36/A36M and ASTM A325 and be hot-dipped galvanized in accordance with the requirements of Class C of Specification ASTM A153/A153M unless noted otherwise.

3.1.2.5 Carbon Grade Steel

Carbon grade steel shall conform to ASTM A36/A36M.

3.1.3 Epoxy Adhesive

Epoxy adhesive shall be an anchoring adhesive suitable for anchoring threaded rods in both uncracked and cracked concrete.

3.1.3.1 Acceptable Products

Hilti HIT HY-200, Sika AnchorFix-2020, Simpson String Tie SET-3G, or approved equal.

PART 4 - EXECUTION

4.1 FENDER REPAIR WORK ITEMS

Remove all existing timber fenders, steel connector plates, and existing bolts that attach to the existing fendering system. For the upper wale, fabricate the new inner and outer wales, along with new composite blocks, and attach with new fasteners to the existing bulkhead concrete cap. For the lower wale, fabricate and attach the new steel connector plates to the existing steel channels. Fabricate and attach new wales along with new composite blocks to the plate with new fasteners. Attach the new composite rails to the outer wales with fasteners. Spacing of composite rails and safety ladders shall be as shown on the contract drawings.

Care shall be taken by the Contractor not to damage the existing reinforced concrete cap, sheet piling wall, and any wall anchorage.

4.2 CONSTRUCTION

Trim fenders to length, if necessary, and drill bolt holes in order for installed composite finders to conform to contract drawings to the greatest extent possible.

4.2.1 Composite Fenders

Fenders noted on the plans at the sheet pile wall shall be removed and replaced with new composite fenders furnished by the Contractor. Connection hardware shall be new.

4.2.2 Connection Plates

Existing steel connection plates shall be utilized for the new fendering connection. The contractor shall be prepared to conduct metal repairs if pinholes or other minor damage is apparent. Should deterioration exist that is unfit for new connection, as deemed by the Contracting Officer, fabrication of new connection plates shall occur and shall conform to the details shown on the Contract Drawings.

4.2.3 Fastening

All existing bolts shall be reused to the greatest extent as possible. Where bolts are used to fasten fender to steel, bolt members together when they are installed and retighten immediately prior to final acceptance of contract. Anchor bolts may need to be field cut to adequately fit the new fenders per the contract drawings.

4.2.4 Epoxy Adhesive Anchors

Drill holes for anchors using drilling equipment suitable for the intended purpose, as approved by the Contracting Officer. Embedment depth and diameter of holes shall be as recommended by the adhesive manufacturer.

Embedment length shall also be determined based on the full strength of the steel. Clean holes by flushing with water and compressed air prior to placing adhesive anchors. Anchor with epoxy adhesive. Place epoxy adhesive and install anchors as recommended by the manufacturer. Remove excess adhesive after the anchor has been set in place.

4.3 INSTALLATION

The installation shall match the contract drawings to the greatest extent possible. Members shall be closely fitted, accurately set to required lines and levels, and rigidly secured in place. Care shall be taken by the Contractor not to damage items that are to be reused or not to be worked on. All items damaged by the Contractor shall be replaced at the Contractor's expense.

4.3.1 Structural Connections

Anchor bolts and other connections between the structural steel and foundations shall be provided and shall be properly located and built into connecting work. Field welded structural connections shall be completed before load is applied.

4.4 FIELD TREATMENT

Smoothing and deburring of cuts and drill holes made by the Contractor on the composite fenders shall be performed in the field.

4.4.1 Field Treatment of Drilled Structural Steel Connections

Smoothing and deburring of cuts and drill holes made by the Contractor on the steel connection plates shall be performed in the field. Following the installation of bolted connections spot paint connection points with a surface-tolerant epoxy composite engineered specifically for in-situ application to wet, oil contaminated and underwater surfaces. Per manufacturer recommendations and BMP.

4.5 TIDAL CHARTS

Tidal Charts for the NOAA Woods Hole Northeast Fisheries Science Center for the period through the end of 2021 are available upon request from the Contracting Officer. If the construction period extends into 2022, the contractor may get 2022 tide charts from the National Oceanic Atmosphere Administration (NOAA).

Tide information is also available from the NOAA website at www.noaa.gov. Data and information furnished is for the Contractor's use. The Government shall not be responsible for any interpretations or conclusions drawn by the Contractor from the information or data. The tides at the site are semidiurnal, with two high and two low waters occurring each lunar day (approximately 24 hours and 50 minutes). The mean range of the tide is 8.3 feet. Predicted hourly heights (in NGVD) will be available to the Contractor upon request.

http://www.noaa.gov/

SECTION D - PACKAGING AND MARKING

D.1. MARKING DELIVERABLES

Not Applicable

SECTION E - INSPECTION AND ACCEPTANCE

E.1 FAR 52.246-12 INSPECTION OF CONSTRUCTION (AUG 1996)

E.2. COMMERCE ACQUISTION REGULATION (CAR) 1352.246-70 PLACE OF ACCEPTANCE

(APR 2010)

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

(b) The place of acceptance will be:

US Dept. of Commerce/NOAA/NMFS Northeast Fisheries Science Center 166 Water Street

Woods Hole, MA 02543 Jason Godusky

(End of clause)

SECTION F - DELIVERIES OR PERFORMANCE

F.1 FAR 52.242-14 SUSPENSION OF WORK (APR 1984)

F.2. CAR 1352.270-70 PERIOD OF PERFORMANCE (APR 2010)

The period of performance of this contract will run 150 calendar days from the notice to proceed. Work will not be able to commence for this project until September 1, 2021.

(End of clause)

F.3 FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR

1984)

The Contractor shall be required to (a)commence work under this contract within 15 days 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 150 calendar days. The time stated for completion shall include final cleanup of the premises.

F.4. NOAA ACQUISITION MANUAL (NAM) 1330-52.215-70 SCHEDULE OF DELIVERABLES

Following is a schedule of administrative deliverables required during the period of performance of this contract:

Item Description Quantity Due Date Deliver to Reference

1 Insurance Certificate 1 Within 5 calendar days of contract award

See Block #7 of SF

CAR clause 1352.228-70

2 SF 24 Bid Bond 1 With Quote See Block #7 of SF 1442 FAR 52.228-1

3 SF 25 Performance Bond 1 Within 10 calendar days of contract award

See Block #7 of SF

FAR 52.228-15

4 SF 25A Payment Bond 1 Within 10 calendar days of contract award

See Block #7 of SF

FAR 52.228-15

Statement of Work Deliverables (List Not Inclusive)

Various See Specification COR Specification

SECTION G - CONTRACT ADMINISTRATION DATA

G.1. CAR 1352.201-70 CONTRACTING OFFICER’S AUTHORITY (APR 2010)

The Contracting Officer is the only person authorized to make or approve any changes in any of the requirements of this Contract, and, notwithstanding any provisions contained elsewhere in this Contract, the said authority remains solely in the Contracting Officer. In the event the Contractor makes any changes at the direction of any person other than the Contracting Officer, the change will be considered to have been made without authority and no adjustment will be made in the Contract terms and conditions, including price.

G.2. CAR 1352.201-72 CONTRACTING OFFICER’S REPRESENTATIVE (COR) (APR 2010)

(a) Ron Guilmette is hereby designated as the Contracting Officer’s Representative (COR). The COR may be changed at any time by the Government without prior notice to the Contractor by a unilateral modification to the contract. The COR is located at:

Ron Guilmette Facility Operations Specialist NOAA Marine Fisheries US Department of Commerce

Narragansett Laboratory 28 Tarzwell Drive Narragansett, Rhode Island 02882 Phone (401) 782-3291

TECHNICAL REPRESENTATIVE

Jason Godusky US Dept. of Commerce/NOAA/NMFS NOAA Marine Fisheries

US Department of Commerce Northeast Fisheries Science Center 166 Water Street

Woods Hole, MA 02543 508-495-2019

(b) The responsibilities and limitations of the COR are as follows:

(1) The COR is responsible for the technical aspects of the project and serves as technical liaison with the Contractor. The COR is also responsible for the final inspection and acceptance of all deliverables and such other responsibilities as may be specified in the contract.

(2) The COR is not authorized to make any commitments or otherwise obligate the Government or authorize any changes which affect the Contract price, terms or conditions. Any Contractor request for changes shall be referred to the Contracting Officer directly or through the COR. No such changes shall be made without the expressed prior authorization of the Contracting Officer (CO) The CO may designate assistant or alternate COR(s) to act for the COR by naming such assistant/alternate(s) in writing and transmitting a copy of such designation to the Contractor.

Contract administration for any award resulting from this solicitation will be transferred to the Western Acquisition Division, 7600 Sand Point Way NE SOU6, Bldg. 1, Seattle, WA 98115

SECTION H

SPECIAL CONTRACT REQUIREMENTS

H.1. CAR 1352.208-70 RESTRICTIONS ON PRINTING AND DUPLICATING (APR 2010)

H.2. CAR 1352.209-72 RESTRICTIONS AGAINST DISCLOSURE (APR 2010)

H.3. CAR 1352.209-73 COMPLIANCE WITH THE LAWS (APR 2010)

H.4 CAR 1352.228-72 DEDUCTIBLES UNDER REQUIRED INSURANCE COVERAGE-FIXED

PRICE (APR 2010)

H.5. CAR 1352.231–71 DUPLICATION OF EFFORT (APR 2010)

H.6. CAR 1352.237–75 KEY PERSONNEL (APR 2010)

(a) The contractor shall assign to this contract the following key personnel:

Name Position Title

(To be Determined) Site Manager

(b) The contractor shall obtain the consent of the Contracting Officer prior to making key personnel substitutions. Replacements for key personnel must possess qualifications equal to or exceeding the qualifications of the personnel being replaced, unless an exception is approved by the Contracting Officer.

(c) Requests for changes in key personnel shall be submitted to the Contracting Officer at least 15 working days prior to making any permanent substitutions. The request should contain a detailed explanation of the circumstances necessitating the proposed substitutions, complete resumes for the proposed substitutes, and any additional information requested by the Contracting Officer. The Contracting Officer will notify the contractor within 10 working days after receipt of all required information of the decision on substitutions. The contract will be modified to reflect any approved changes.

(End of clause)

H.7. HARMLESS FROM LIABILITY

The contractor shall hold and save the Government, its officers, agents, and employees harmless from liability of any nature or kind, including costs and expenses to which they may be subject, for or on account of any or all suits or damages of any character whatsoever resulting from injuries or damages sustained by any person or persons or property by virtue of performance of this contract, arising or resulting in whole or in part from the fault, negligence, wrongful act or wrongful omission of the contractor, or any subcontractor, their employees, and agents.

SECTION I- CONTRACT CLAUSES

I.1 FAR 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 these addresses:

Federal Acquisition Regulation (FAR) - http://www.acquisition.gov Commerce Acquisition Regulation (CAR) – https://www.acquisition.gov/car/car-part- 1352%E2%80%94solicitation-provisions-and-contract-clauses

I.2 FAR 52.202-1 DEFINITIONS (JUN 2020)

I.3 FAR 52.203-3 GRATUITIES (APR 1984)

I.4 FAR 52.203-5 COVENANT AGAINST CONTINGENT FEES (MAY 2014)

I. 5 FAR 52.203-6 RESTRICTIONS ON SUBCONTRACTOR SALES TO THE GOVERNMENT

(JUN 2020)

I.6 FAR 52.203-7 ANTI-KICKBACK PROCEDURES (JUN 2020)

I.7 FAR 52.203-8 CANCELLATION, RESCISSION, AND RECOVERY OF FUNDS FOR

ILLEGAL OR IMPROPER ACTIVITY (MAY 2014)

I.8 FAR 52.203-10 PRICE OR FEE ADJUSTMENT FOR ILLEGAL OR IMPROPER ACTIVITY

(MAY 2014)

I.9 FAR 52.203-12 LIMITATION ON PAYMENTS TO INFLUENCE CERTAIN FEDERAL

TRANSACTIONS (JUN 2020)

I.10 FAR 52.203-17 CONTRACTOR EMPLOYEE WHISTLEBLOWER RIGHTS AND

REQUIREMENT TO INFORM EMPLOYEES OF WHISTLEBLOWER RIGHTS (JUN 2020)

I.11 FAR 52.204-4 PRINTED OR COPIED DOUBLE-SIDED ON POSTCONSUMER FIBER

CONTENT PAPER (MAY 2011)

I.12 FAR 52.204-13 SYSTEM FOR AWARD MANAGEMENT MAINTENANCE (OCT 2018)

I.13 FAR 52.204-18 COMMERCIAL AND GOVERNMENT ENTITY CODE MAINTENANCE

(AUG 2020)

I.4 FAR 52.204-19 INCORPORATION BY REFERENCE OF REPRESENTATIONS AND

CERTIFICATIONS (DEC 2014)

I.15 FAR 52.209-10 PROHIBITION ON CONTRACTING WITH INVERTED DOMESTIC

CORPORATIONS (NOV 2015)

I.16 FAR 52.215-8 ORDER OF PRECEDENCE-UNIFORM CONTRACT FORMAT (OCT 1997)

I.17 FAR 52.219-8 UTILIZATION OF SMALL BUSINESS CONCERNS (OCT 2018)

http://www.acquisition.gov/ https://www.acquisition.gov/car/car-part-1352%E2%80%94solicitation-provisions-and-contract-clauses https://www.acquisition.gov/car/car-part-1352%E2%80%94solicitation-provisions-and-contract-clauses

I. 18 FAR 52.219-28 POST-AWARD SMALL BUSINESS PROGRAM REREPRESENTATION

(JUL 2013)

I.19 FAR 52.222-4 CONTRACT WORK HOURS AND SAFETY STANDARDS-OVERTIME

COMPENSATION (MAY 2018)

I.20 FAR 52.222-6 CONSTRUCTION WAGE RATE REQUIREMENTS (AUG 2018)

I.21 FAR 52.222-7 WITHHOLDING OF FUNDS (MAY 2014)

I.22 FAR 52.222-8 PAYROLLS AND BASIC RECORDS (AUG 2018)

I.23 FAR 52.222-9 APPRENTICES AND TRAINEES (JULY 2005)

I.24 FAR 52.222-10 COMPLIANCE WITH COPELAND ACT REQUIREMENTS (FEB 1988)

I.25 FAR 52.222-11 SUBCONTRACTS (LABOR STANDARDS) (MAY 2014)

I.26 FAR 52.222-12 CONTRACT TERMINATION—DEBARMENT (MAY 2014)

I.27 FAR 52.222-13 COMPLIANCE WITH CONSTRUCTION WAGE RATE REQUIREMENTS

AND RELATED REGULATIONS (MAY 2014)

I.28 FAR 52.222-14 DISPUTES CONCERNING LABOR STANDARDS (FEB 1988)

I.29 FAR 52.222-15 CERTIFICATION OF ELIGIBILITY (MAY 2014)

I.30 FAR 52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE

EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

I.31 FAR 52.222-27 AFFIRMATIVE ACTION COMPLIANCE REQUIREMENTS FOR

CONSTRUCTION (APR 2015)

I.32 FAR 52.222-40 NOTIFICATION OF EMPLOYEE RIGHTS UNDER THE NATIONAL

LABOR RELATIONS ACT (DEC 2010)

I.33 FAR 52.222-54 EMPLOYMENT ELIGIBILITY VERIFICATION (OCT 2015)

I.34 FAR 52.223-2 AFFIRMATIVE PROCUREMENT OF BIOBASED PRODUCTS UNDER

SERVICE AND CONSTRUCTION CONTRACTS (SEP 2013)

I.35 FAR 52.223-6 DRUG-FREE WORKPLACE (MAY 2001)

I.36 FAR 52.223-17 AFFIRMATIVE PROCUREMENT OF EPA-DESIGNATED ITEMS IN

SERVICE AND CONSTRUCTION CONTRACTS (AUG 2018)

I.37 FAR 52.223-18 ENCOURAGING CONTRACTOR POLICIES TO BAN TEXT MESSAGING

WHILE DRIVING (JUN 2019)

I.38 FAR 52.225-9 BUY AMERICAN-CONSTRUCTION MATERIALS (FEB 2021)

I.39 FAR 52.227-1 AUTHORIZATION AND CONSENT (DEC 2007)

I.40 FAR 52.227-4 PATENT INDEMNITY-CONSTRUCTION CONTRACTS (DEC 2007)

I.41 FAR 52.228-2 ADDITIONAL BOND SECURITY (OCT 1997)

I.42 FAR 52.228-5 INSURANCE-WORK ON A GOVERNMENT INSTALLATION (JAN 1997)

I.43 FAR 52.228-11 PLEDGES OF ASSETS (AUG 2018)

I.44 FAR 52.228-12 PROSPECTIVE SUBCONTRACTOR REQUESTS FOR BONDS (MAY 2014)

I.45 FAR 52.228-14 IRREVOCABLE LETTER OF CREDIT (NOV 2014)

I.46 FAR 52.228-15 PERFORMANCE AND PAYMENT BONDS-CONSTRUCTION (JUN 2020)

I.47 FAR 52.229-3 FEDERAL, STATE, AND LOCAL TAXES (FEB 2013)

I.48 FAR 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS (MAY

2014)

I.49 FAR 52.232-17 INTEREST (MAY 2014)

I.50 FAR 52.232-23 ASSIGNMENT OF CLAIMS (MAY 2014)

I.51 FAR 52.232-27 PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS (JAN 2017)

I.52 FAR 52.232-39 UNENFORCEABILITY OF UNAUTHORIZED OBLIGATIONS (JUN 2013)

I.53 FAR 52.236-2 DIFFERING SITE CONDITIONS (APR 1984)

I.54 FAR 52.236-3 SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (APR

1984)

I.55 FAR 52.236-5 MATERIAL AND WORKMANSHIP (APR 1984)

I.56 FAR 52.236-6 SUPERINTENDENCE BY THE CONTRACTOR (APR 1984)

I.57 FAR 52.236-7 PERMITS AND RESPONSIBILITIES (NOV 1991)

I.58 FAR 52.236-8 OTHER CONTRACTS -- (APR 1984)

I.59 FAR 52.236-9 -- PROTECTION OF EXISTING VEGETATION, STRUCTURES,

EQUIPMENT, UTILITIES, AND IMPROVEMENTS (APR 1984)

I.60 FAR 52.236-10 OPERATIONS AND STORAGE AREAS (APR 1984)

I.61 FAR 52.236-11 USE AND POSSESSION PRIOR TO COMPLETION (APR 1984)

I.62 FAR 52.236-12 CLEANING UP (APR 1984)

I.63 FAR 52.236-13 ACCIDENT PREVENTION-ALTERNATE I (NOV 1991)

I.64 FAR 52.236-14 AVAILABILITY AND USE OF UTILITY SERVICES (APR 1984)

I.65 FAR 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS (APR 1984)

I.66 FAR 52.236-17 LAYOUT OF WORK (APR 1984)

I.67 FAR 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION (FEB 1997)

I.68 FAR 52.236-26 PRECONSTRUCTION CONFERENCE (FEB 1995)

I.69 FAR 52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)

I.70 FAR 52.242-13 BANKRUPTCY (JUL 1995)

I.71 FAR 52.242-14 SUSPENSION OF WORK (APR 1984)

I.72 FAR 52.243-4 CHANGES (JUN 2007)

I.73 FAR 52.248-3 VALUE ENGINEERING -- CONSTRUCTION (OCT 2015)

I.74 FAR 52.249-2 TERMINATION FOR CONVENIENCE OF THE GOVERNMENT (FIXED-

PRICE)--ALTERNATE I (SEPT 1996)

I.75 FAR 52.249-10 DEFAULT (FIXED-PRICE CONSTRUCTION) (APR 1984)

I.76 52.213-4 TERMS AND CONDITIONS-SIMPLIFIED ACQUISITIONS (OTHER THAN

COMMERCIAL ITEMS (FEB 2021)

(a) The Contractor shall comply with the following Federal Acquisition Regulation (FAR) clauses that are incorporated by reference:

(1) The clauses listed below implement provisions of law or Executive order:

(i) 52.203-19, Prohibition on Requiring Certain Internal Confidentiality Agreements or

Statements (JAN 2017) (section 743 of Division E, Title VII, of the Consolidated and Further Continuing Appropriations Act, 2015 (Pub. L. 113-235) and its successor provisions in subsequent appropriations acts (and as extended in continuing resolutions)).

(ii) 52.204-23, Prohibition on Contracting for Hardware, Software, and Services Developed or Provided by Kaspersky Lab and Other Covered Entities (JUL 2018) (Section 1634 of Pub. L. 115-91).

(iii) 52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment. (AUG 2020) (Section 889(a)(1)(A) of Pub. L. 115-232).

(iv) 52.222-3, Convict Labor (JUN 2003) (E.O.11755).

(v) 52.222-21, Prohibition of Segregated Facilities (APR 2015).

(vi) 52.222-26, Equal Opportunity (Sept 2016) (E.O.11246).

(vii) 52.225-13, Restrictions on Certain Foreign Purchases (Jun 2008) (E.O.s, proclamations, and statutes administered by the Office of Foreign Assets Control of the Department of the Treasury).

(viii) 52.233-3, Protest After Award (AUG 1996) (31 U.S.C.3553).

(ix) 52.233-4, Applicable Law for Breach of Contract Claim (OCT 2004) (Pub.L.108-77, 108-

78 (19 U.S.C. 3805 note)).

(2) Listed below are additional clauses that apply:

(i) 52.232-1, Payments (APR 1984).

(ii) 52.232-8, Discounts for Prompt Payment (FEB 2002).

(iii) 52.232-11, Extras (APR 1984).

(iv) 52.232-25, Prompt Payment (JAN 2017).

https://www.acquisition.gov/far/part-52#FAR_52_203_19 https://www.acquisition.gov/far/part-52#FAR_52_204_23 https://www.acquisition.gov/far/part-52#FAR_52_204_25 https://www.acquisition.gov/far/part-52#FAR_52_222_3 https://www.acquisition.gov/far/part-52#FAR_52_222_21 https://www.acquisition.gov/far/part-52#FAR_52_222_26 https://www.acquisition.gov/far/part-52#FAR_52_225_13 https://www.acquisition.gov/far/part-52#FAR_52_233_3 http://uscode.house.gov/browse.xhtml;jsessionid=114A3287C7B3359E597506A31FC855B3 https://www.acquisition.gov/far/part-52#FAR_52_233_4 http://uscode.house.gov/browse.xhtml;jsessionid=114A3287C7B3359E597506A31FC855B3 https://www.acquisition.gov/far/part-52#FAR_52_232_1 https://www.acquisition.gov/far/part-52#FAR_52_232_8 https://www.acquisition.gov/far/part-52#FAR_52_232_11 https://www.acquisition.gov/far/part-52#FAR_52_232_25

(v) 52.232-39, Unenforceability of Unauthorized Obligations (JUN 2013).

(vi) 52.232-40, Providing Accelerated Payments to Small Business Subcontractors (DEC

2013).

(vii) 52.233-1, Disputes (MAY 2014).

(viii) 52.244-6, Subcontracts for Commercial Items (NOV 2020).

(ix) 52.253-1, Computer Generated Forms (JAN 1991).

(b) The Contractor shall comply with the following FAR clauses, incorporated by reference, unless the circumstances do not apply:

(1) The clauses listed below implement provisions of law or Executive order:

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

2020)(Pub. L. 109-282) (31 U.S.C. 6101 note) (Applies to contracts valued at or above the threshold specified in FAR 4.1403(a) on the date of award of this contract).

(ii) 52.222-19, Child Labor-Cooperation with Authorities and Remedies (JAN 2020) (E.O.

13126) (Applies to contracts for supplies exceeding the micro-purchase threshold, as defined in FAR 2.101 on the date of award of this contract).

(iii) 52.222-20, Contracts for Materials, Supplies, Articles, and Equipment., Contracts for Materials, Supplies, Articles, and Equipment (JUN 2020) (41 U.S.C.chapter 65) (Applies to supply contracts over the threshold specified in FAR 22.602 on the date of award of this contract, in the United States, Puerto Rico, or the U.S. Virgin Islands).

(iv) 52.222-35, Equal Opportunity for Veterans (JUN 2020) (38 U.S.C. 4212) (Applies to contracts valued at or above the threshold specified in FAR 22.1303(a) on the date of award of this contract).

(v) 52.222-36, Equal Employment for Workers with Disabilities (JUN 2020) (29 U.S.C. 793) (Applies to contracts over the threshold specified in FAR 22.1408(a) on the date of award of this contract, unless the work is to be performed outside the United States by employees recruited outside the United States).