Sol_1305M326Q0067.pdf

(See ).

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

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

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

SOLICITATION

1. SOLICITATION NO.

5. REQUISITION/PURCHASE REQUEST NO.

CODE

6. PROJECT NO.

8. ADDRESS OFFER TO

4. CONTRACT NO.

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

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

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA - FAR (48 CFR) 53.236-1(d) 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 NO. (Include area code) (NO COLLECT CALLS)

12b. CALENDAR DAYS

2. TYPE OF SOLICITATION

NEGOTIATED (RFP) REQUEST FOR PROPOSAL

3. DATE ISSUED PAGE OF

SEALED BID (IFB) INVITATION FOR BID

9. FOR

INFORMATION CALL

PAGES

1305M326Q0067

WAD-NMFS-Seattle

7600 SAND POINT WAY NE BLDG 1

SEATTLE WA 98115

WAD-NMFS-SEATTLE

7600 SAND POINT WAY NEW BLDG 1

SEATTLE, WA 98115

sarah.waugh@noaa.gov | anna.ma@noaa.gov

WAD-NMFS-S

ANNA MA

05/29/2026

1 365

See continuation pages.

1 44

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)

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. DATE

STANDARD FORM 1442 (REV. 12/2022) BACK

31b. 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 THE UNITED STATES CODE AT

27. PAYMENT WILL BE MADE BY

10 U.S.C. 3204(a) ( ) 41 U.S.C. 3304(a) ( )

20b. SIGNATURE 20c. OFFER DATE

Continued...

AMENDMENT

NUMBER

DATE.

WAD-NMFS-Seattle

7600 SAND POINT WAY NE BLDG 1

SEATTLE WA 98115

WAD-NMFS-S

SARAH WAUGH

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGES

NAME OF OFFEROR OR CONTRACTOR

SUPPLIES/SERVICES

(B)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

OPTIONAL FORM 336 (4-86)

Sponsored by GSA FAR (48 CFR) 53.110

ITEM NO.

(A)

QUANTITY

(C)

NSN 7540-01-152-8067

1305M326Q0067

Period of Performance: 07/01/2026 to

06/30/2027

1305M326Q0067 BASE

Section 2 - Combined Synopsis/Solicitation Section 3 - Description, Line Items, and Attachments Section 4 - Contract Terms and Conditions Section 5 - Other Contract Terms and Conditions Section 6 - Instructions to Offerors Section 7 - Evaluation

Section 2 - Combined Synopsis/Solicitation

(i) In the “Description” section, include the following statements:

This is a combined synopsis/solicitation for commercial products or commercial services prepared in accordance with Federal Acquisition Regulation (FAR) Part 12. This announcement constitutes the only solicitation. Quoters are being requested and a separate written solicitation will not be issued.

Solicitation number 1305M326Q0067 is issued as a Request for Quotation (RFQ), for the Manchester Pier Shimming project with the National Oceanic and Atmospheric Administration (NOAA), NOAA Fisheries in Port Orchard, Washington (WA).

This acquisition is not set-aside for small business concerns. This solicitation incorporates provisions and clauses by reference. The full text of provisions and clauses may be accessed electronically at www.acquisition.gov.

(ii) A list of line-item number(s) and items, quantities, and units of measure are provided in Section 3 of this solicitation.

(iii) The description of requirements for the items to be acquired are as follows:

The Manchester Pier in Port Orchard, WA, is a timber pile structure measuring approximately 810 feet in length, originally constructed circa 1930 with major repairs in 1989. Recent inspections conducted in late 2024 and a subsequent Load Rating Analysis in January 2025 have identified structural deficiencies governed by the deterioration of bearing piles. Specifically, over 60 timber piles are currently "non-bearing" or "partially bearing," exhibiting gaps between the top of the pile and the timber pile cap.

These gaps range from hairline to approximately 3 inches.

The purpose of the requirement is to obtain services of a Design-Build Contractor to restore the vertical load path of the pier by shimming all piles currently not in contact with the substructure. The objective is to re-establish positive bearing connections to ensure the structure can safely support the "Owner- Specified Vehicle" (OSV) load of 12,000 pounds as defined in the 2025 Load Rating Report.

(iv) Date and place of delivery and acceptance are as follows:

(1) Delivery date: June 30, 2027

(2) Place of delivery and acceptance: Manchester Research Station, 7411 Beach Drive East, Port Orchard, WA 98366.

(v) A list of solicitation provisions that apply to the acquisition are provided in Section 6 of this solicitation.

(vi) A list of contract clauses that apply to the acquisition are provided in Section 4 and 5 of this solicitation.

(vii) The date, time, and place for receipt of quote and point of contact are as follows:

http://www.acquisition.gov/

(1) Receipt of quote due: May 29, 2026 at 2:00 PM Pacific Time.

(2) Place of receipt: Submitted by email to Contract Specialist (CS), Anna Ma at anna.ma@noaa.gov and Contracting Officer (CO), Sarah Waugh at sarah.waugh@noaa.gov..

(3) Point of contact: CS and CO as noted above.

(viii) Other additional information pertaining to this acquisition is as follows:

(1) Codes for services are:

– Product service code (PSC) is C219, Architect and Engineering-General: Other

– NAICS code is 237990, Other Heavy and Civil Engineering Construction with a business size standard of $45 million

(2) The Statement of Work is provided in Section 3 of this solicitation.

(3) Procedures for awarding the contract is provided in Section 6 of this solicitation, under Revolutionary FAR Overhaul (RFO) FAR 52.212-1, Instructions to Offerors – Commercial Products and Commercial Services (SEP 2023) (Deviation JAN 2026) and in Section 7, under RFO FAR 52.212-2, Evaluation – Commercial Products and Commercial Services (NOV 2021) (Deviation JAN 2026).

mailto:anna.ma@noaa.gov mailto:sarah.waugh@noaa.gov

Section 3 - Description, Line Items, and Attachments

Statement of Work

National Oceanic and Atmospheric Administration (NOAA) NOAA Fisheries Office of Management and Budget Manchester Pier Shimming Project

1. PROJECT BACKGROUND & OBJECTIVE

Background

The Manchester Pier, owned by the Environmental Protection Agency (EPA) and located at 7411 Beach Drive East, Port Orchard, Washington (WA) 98366, is a timber pile structure measuring approximately 810 feet in length, originally constructed circa 1930 with major repairs in 1989. Recent inspections conducted in late 2024 and a subsequent Load Rating Analysis in January 2025 have identified structural deficiencies governed by the deterioration of bearing piles. Specifically, over 60 timber piles are currently "non-bearing" or "partially bearing," exhibiting gaps between the top of the pile and the timber pile cap. These gaps range from less than 1/16” to more than 3”.

Objective

The Federal Government requires the services of a Design-Build Contractor to restore the vertical load path of the pier by shimming all piles currently not in contact with the substructure. The objective is to re-establish positive bearing connections to ensure the structure can safely support the "Owner- Specified Vehicle" (OSV) load of 12,000 pounds (lbs) as defined in the 2025 Load Rating Report.

However, NOAA recognizes that this objective may not be possible as a result of this scope of work. The Contractor shall provide stamped as-built drawings which include a recommended new support load rating. This rating may be separated between the main pier body and the out-shore pier end area (which has more degradation).

2. BASE SCOPE OF WORK – TASK 1

The Contractor shall provide all labor, materials, equipment, engineering, and supervision necessary to design and execute the shimming and stubbing of non-bearing piles as identified in Appendix A (all rows marked “AMP” are in-scope; all rows marked “MC” are NOT in scope).

This is a Design-Build contract. The Contractor shall be responsible for field verifying all gap dimensions and producing one (1) set of "Issued for Construction" drawings outlining the work to be completed.

The Government has provided the 2024 Manchester Pier Inspection Report and 2025 Load Rating Analysis as reference documents. The Contractor acknowledges that these documents represent a snapshot in time.

The scope is strictly limited to:

– Field verification of all piles identified as non-bearing or partially bearing in the provided Government Inspection Reports.

– Design of shimming and stub details and hardware connections.

– Installation of shims and stubs to restore 100% bearing contact.

– Installation of drift pins, straps, or other hardware necessary to secure the connections.

NOAA has completed all National Environmental Policy Act (NEPA) and permitting tasks. No United States Army Corps of Engineers (USACE) permits are required.

2.1. Design

Structural Validation: Contractor shall perform site visit and analysis to confirm the 60+ non-bearing or partially bearing piles identified in Appendix A.

– Shimming & Stub Detail: Design a positive, mechanical connection utilizing approved shim and/or stub material. Shims and stubs must be designed to resist displacement from wave action and structural vibration.

Prior to the start of physical work, the Contractor shall submit:

– 95% Pre-Final Design: A set of drawings (plan, elevations, etc.) detailing:

> The shimming & stubbing method and hardware connection details.

> Locations and sizes of all shims and stubs.

> Material Sheets: Specifications for the proposed materials and connecting hardware.

> Work Plan: A narrative describing access methods (e.g., barge, skiff, or from deck) and methods for jacking/temporary support if required to insert shims.

> A suggested load rating as a result of the new work. This rating may rely on the data from the Pennoni reports.

– 100% Final Issued for Construction (IFC): Incorporating all government comments.

Upon completion of final work, the Contractor shall submit:

– As-Built Drawings: Final record of all shim thicknesses, stub lengths, location of excess heart rot, pictures of and hardware used at replacements. Drawings shall include an updated and final recommended load rating, signed by a Project Engineer (PE), engineer of record (EOR) licensed in Washington State.

2.2. Construction

Following design approval, the Contractor shall execute the following prioritized repairs:

– Positive Bearing Restoration: Install designed plastic shimming or timber stubs at non-bearing pile-to-cap locations identified in Appendix A (all rows marked as “AMP”).

– Surface Preparation: The top of the existing pile and the bottom of the pile cap shall be cleaned of marine growth, rot, and debris to ensure a flat, competent bearing surface. If significant rot, not previously identified, is found at the bearing seat, the Contractor shall notify the Contracting Officer’s Representative (COR) immediately.

– Installation: Shims shall be driven or placed to ensure a tight, positive fit.

– Fastening: Shims and stubs must be mechanically secured to prevent "walking" or vibrating out of the joint. The pile must be secured to the cap to resist lateral movement, utilizing existing drift pins where salvageable, or installing new straps/fasteners.

– For each installed shim and/or stub, the contractor shall take several pictures that show the installation and fastening. These pictures shall be labeled by pile and bent, and keyed to a plan drawing.

If pictures do not adequately show the installation conditions or fastening, contractor must retake pictures at the request of NOAA.

– Where heart rot is noted or present at the top of a pile, contractor shall cut up to 30” of plumb piles and 12” (or as directed by PE) of battered piles and replace with a structural stub. Contractor shall note on the as-built drawings if any piles present heart rot beyond the cut length. These piles will likely be replaced as part of a follow-on project.

3. (OPTIONAL) SCOPE OF WORK – TASK 2

At the Government’s discretion and subject to the availability of funds, the Contractor shall provide all labor, materials, and equipment to replace 350 linear feet of the timber curb system at the Outshore Head.

Specific Work Area

The Contractor shall replace the North and South curbs from Bent 78 to the Outshore End (Bent 83), including the return curbs at the pier head.

"Dry" Installation Requirements

– Access: All work shall be performed from the pier deck. No personnel shall enter the water.

– Materials: 10"x12" and 12"x12" Southern Yellow Pine, Pressure Treated to UC5B.

– Hardware: All 1” HDG thru-bolts shall be installed from the topside. The Contractor shall ensure no debris (old timber or hardware) falls into the waterway during removal.

– Tire Safety: All bolt heads shall be countersunk 1/2” below the timber surface to prevent damage to vehicle tires.

4. STANDARDS & TECHNICAL REFERENCES

All design and construction must comply with:

– AASHTO LRFD Bridge Design Specifications, 9th Edition.

– AASHTO Manual for Bridge Evaluation (MBE), 3rd Edition.

– ASCE MOP 130: Waterfront Facilities Inspection and Assessment.

– ASCE 7-22: Minimum Design Loads for Buildings and Other Structures.

– ADCI Consensus Standards for commercial diving and underwater operations.

Material and Installation Requirements

Per the recommendations of the 2025 Load Rating Analysis, the use of pressure-treated lumber for shims is discouraged due to degradation risks.

– Shim Material: Shims shall be fabricated from high-density polyethylene (HDPE), Ultra-High Molecular Weight Polyethylene (UHMWPE), or an approved composite equivalent that is resistant to rot, marine borers, and compression creep. Shims shall be ultraviolet (UV)-resistant and rated for a minimum compressive strength of 3,000 pounds per square inch (psi).

– If shim distance is greater than 3”, marine grade pressure treated timber shall be used. The Contractor shall use a single solid timber block sized to fit the gap rather than stacking multiple thin boards. Timber shall be Southern Yellow Pine (SYP) or Douglas Fir-Larch, pressure-treated to AWPA UC5B (Marine) standards. All cut surfaces must be treated with AWPA M4 standard high-concentration Copper Naphthenate (minimum 2% copper metal).

– Stub profiles shall be an equal cross section area of the piles to which they are affixed.

– At timber stub and shim locations, contractor shall attempt to "custom-fit" or bevel the timber to match the slope of the gap to attempt 100% surface-to-surface contact.

– Hardware: All drift pins, bolts, lag screws, and straps used to secure the shims and piles shall be hot-dipped galvanized per ASTM A153 or stainless steel to resist corrosion in the marine environment.

– To prevent bolt heads from pulling through or crushing the material, the Contractor shall use 3” or 4” malleable iron "dock washers" (oversized) on all lag bolt connections

– When installing lag screws or bolts, contractor shall pre-drill lead holes that are 1/16" to 1/8" smaller than the lag bolt diameter.

5. DELIVERABLES

All deliverables shall be electronic (no hard copies required). Deliverables must be less than 24 MB in size, or Contractor must maintain a NOAA Google account to use Google Drive for transferring files.

Contractor shall transmit finished files (PDF format, etc.) as well as native files (DWG format, etc.).

5.1. Accident Prevention Plan

The plan shall include an analysis of significant hazards with a detailed plan for controlling them and details for Tidal Work Safety to manage risks associated with 12-foot tidal swings and current-driven pile instability.

5.2. Construction Schedule

The schedule shall include a progress chart of suitable scale showing start and completion dates for salient features. The schedule should identify the Critical Path and include a tidal work plan with specific windows of tide access.

5.3. Pollution Control Plan

The plan shall provide details for planned "no debris in water" protocols and detail how material will be removed (like old timber shims or curbs) and disposed of appropriately.

5.4. Design Deliverables

Per the scope of work section.

6. SCHEDULE OF DELIVERABLES

The Contractor shall provide the following deliverables:

Description Due Date Accident Prevention Plan, inspection and construction schedule, and Pollution Control Plan

20 Working Days post-award

95% Pre-Final Design Package: Design Drawings & Material Submittals

50 Working Days post-award

100% Final Issued for Construction (IFC) Package 15 Working Days after receiving comments on 95% Package

Regular Meeting Reports with pictures of each installed shim (including details of fastening), labeled by pile and bent, and keyed to a plan drawing

Bi-weekly during design; Weekly during construction.

Agendas provided 24 hours prior, and notes within 48 hours after each meeting

As-Built Drawings with pictures of each installed shim (including details of fastening), labeled by pile and bent, and keyed to a plan drawing

15 Working Days post-completion

7. CONSTRAINTS AND CONDITIONS

Tidal Operations

The Manchester Pier is subject to tidal swings of up to 12 feet. The Contractor must plan work hours around tidal charts to access the pile caps safely. All structural repairs, including shimming and hardware replacement, shall be performed from the pier deck or from a boat/skiff during low-tide cycles. No manned diving operations or in-water work are authorized for this scope of work

Environmental Protection

The project is located in Clam Bay/Puget Sound and is adjacent to a Superfund site with the presence of contaminated soil and sediments.

Conservation measures and best management practices must include the following:

– Prepare a pollution and erosion control plan that addresses equipment and materials storage sites, fueling operations, staging areas, cement, mortars and bonding agents, hazardous materials, spill containment and notification, and construction debris management.

– No debris, sawdust, old hardware, or construction materials shall be allowed to enter the water.

– No sediment disturbance is allowed.

– Utilize floating booms or silt curtains, containment tarps or other suitable methods to prevent sawdust or other materials from entering the water if cutting or drilling is performed.

– Vehicle staging, cleaning, maintenance, refueling, and fuel storage must be 150 feet or more from any stream, water body or wetland.

– All vehicles operated within 150 feet of any water body must be inspected daily for leaks and, if necessary, repaired before leaving the staging area; and

– Stationary power equipment operated within 150 feet of any water body must be diapered to prevent leaks.

– Comply with all applicable federal and state environmental requirements.

Pier Usage

The pier is an active facility used by NOAA, NOAA Fisheries, and EPA. The Contractor shall coordinate the schedule with on-site NOAA managers to ensure that work does not interfere with critical vessel operations or fish transport activities.

8. GOVERNMENT FURNISHED INFORMATION

The following documents are attached and form the basis of this scope (see list of attachment in table below):

– 2024 Manchester Pier Inspection Report - Preliminary (Pennoni)

– 2025 Manchester Pier Load Rating Analysis Report (Pennoni)

9. COMMUNICATION AND CONTRACT REQUIREMENTS

9.1. Communication

The NOAA COR shall be the primary point of contact between the contractor and NOAA. All communication between the contractor and NOAA shall include the COR. Emergency communications may go directly to the NOAA and EPA site managers, with a copy to the NOAA COR.

The Contractor shall lead coordination calls bi-weekly during submittal reviews and design, and weekly during active construction. Contractor shall provide an agenda 24-hours before each call, and notes within 48-hours after. Calls should review previous period work, provide an update with a 2-week look-ahead schedule, open Request for Information (RFI) or action items, safety incidents, etc.

During active construction, Contractor shall provide the NOAA site manager with a short daily briefing of planned daily activities.

9.2. Points of Contact

COR and NOAA Project Manager (PM) is:

Max Edwards Capital Projects Program Manager National Marine Fisheries Service - Management and Budget Facilities Branch Email: max.edwards@noaa.gov Phone: 202-536-9658 Secondary Phone: 302-648-6046

The COR/PM is the primary point of contact to the Contractor. All communications between NOAA and the Contractor shall include the COR/ PM. All payment requests shall be sent first to the COR/PM for approval.

COR/PM Secondary Point of Contact:

Matt Erwin Branch Chief National Marine Fisheries Service - Management and Budget Facilities Branch Email: matthew.c.erwin@noaa.gov Phone: 202-870-1615

Manchester Site Primary Point of Contact:

Barry Berejikian Supervisory Research Fish Biologist Station Chief - Manchester Research Station Program Manager - Fisheries Enhancement and Conservation Northwest Fisheries Science Center Email: barry.berejikian@noaa.gov Office: (360) 871-8301

Manchester Site Secondary Point of Contact:

James Hackett Manchester Campus Facility Manager Northwest Fisheries Science Center Email: james.hackett@noaa.gov

(360) 871-8325

(360) 731-4267

9.3. Invoicing and Payments

The Contractor shall submit monthly invoices. Prior to uploading to IPP for payment, the Contractor shall provide a draft copy for review by the COR/PM. All invoices shall include the period of performance, an invoice number, a breakdown of costs by consultant and task, as well as previously invoiced amounts and remaining amounts per task.

No travel or reimbursable expenses are permitted for this project.

9.4. Schedule of Values

The contractor may not invoice beyond the percentages indicated below before reaching the identified deliverable.

Deliverable Percent of Total Contract Billing Accident Prevention Plan (APP) 3% 95% Pre-Final Design Package: Design Drawings & Material Submittals

10%

100% Final Issued for Construction (IFC) Package 15% 50% shims replaced/ installed with pictures of each installed shim (including details of fastening), labeled

50%

Deliverable Percent of Total Contract Billing by pile and bent, and keyed to a plan drawing 100% shims replaced/ installed with pictures of each installed shim (including details of fastening), labeled by pile and bent, and keyed to a plan drawing

95%

As-Built Drawings with pictures of each installed shim (including details of fastening), labeled by pile and bent, and keyed to a plan drawing

100%

9.5. Security and Access

All personnel used to perform work under this Contract shall be legal citizens of the USA, or legal immigrants to the USA with permanent residency. The areas of work expected under this contract will not allow the entry of aliens. The Contractor shall adhere to the latest applicable access requirements prior to and during all meetings, site visits, and field investigations.

Prior to each site field investigation performed under this contract, prepare and submit a “Site Visit Request” for approval 5 days before the required visit date. At a minimum, the Site Visit Request must include the following:

– Date of the A-E Site Visit Request;

– Date(s) and time(s) of the visit;

– Purpose of site visit and brief description of what the contractor will be doing;

– List of equipment and vehicles that will be used;

– Name and phone number of the attending personnel and their role and company;

– Affirmation that all attending employees and consultants are US citizens and no foreign nationals are included in the visit;

– Other pertinent information and/or requests that the Government needs to be aware of.

For regular construction, the Contractor may submit one site visit request for the duration of the construction.

All visitors and contract personnel must present identification for entry. Visitors presenting state-issued identification must provide a REAL ID-compliant form of identification.

Alternatively, visitors may present a different form of government-issued photo identification, such as:

– Passport

– Enhanced Driver's License

– Federal employee, military, or veteran identification card

Additional information about the Department’s implementation plan is available at https://www.commerce.gov/OSY/REAL-ID.

Line Item Table

Item/Sub Number Description Quantity Unit of

Issue Unit Price Total Item Amount

Item/Sub Number Description Quantity Unit of

Issue Unit Price Total Item Amount

The Contractor shall provide all labor, materials, equipment, engineering, and supervision necessary to design and execute the shimming of non-bearing piles as identified in the Statement of Work.

Attachments

Attachment Number Title

1 Appendix A 2 2024 Manchester Pier Inspection Report 3 2025 Manchester Pier Load Rating Analysis Report 4 SAM Wage Determination Davis-Bacon WA20260126

Section 4 - Contract Terms and Conditions

Clauses Incorporated by Reference (IBR)

Clause Database Clause Number Clause Title

RFO 52.203-6 Restrictions on Subcontractor Sales to the Government.

(JUN 2020) - Alternate I (NOV 2021)

RFO 52.203-7 Anti-Kickback Procedures. (JUN 2020)

RFO 52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or Improper Activity. (MAY 2014)

RFO 52.203-10 Price or Fee Adjustment for Illegal or Improper Activity.

(MAY 2014)

RFO 52.203-12 Limitation on Payments to Influence Certain Federal Transactions. (JUN 2020)

RFO 52.203-17 Contractor Employee Whistleblower Rights. (NOV 2023)

RFO 52.203-19 Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements. (JAN 2017)

RFO 52.204-9 Personal Identity Verification of Contractor Personnel.

(JAN 2011)

RFO 52.204-10

REPORTING EXECUTIVE COMPENSATION AND FIRST-TIER

SUBCONTRACT AWARDS. (JUN 2020) (Deviation JAN 2026)

RFO 52.204-13 SYSTEM FOR AWARD MANAGEMENT-MAINTENANCE.

(OCT 2018) (Deviation JAN 2026)

RFO 52.204-14 SERVICE CONTRACT REPORTING REQUIREMENTS. (OCT

2016) (Deviation JAN 2026)

RFO 52.204-19 Incorporation by Reference of Representations and Certifications. (DEC 2014)

RFO 52.209-2

PROHIBITION ON CONTRACTING WITH INVERTED

DOMESTIC CORPORATIONS-REPRESENTATION. (NOV

2015) (Deviation JAN 2026)

RFO 52.209-6

PROTECTING THE GOVERNMENT'S INTEREST WHEN

SUBCONTRACTING WITH CONTRACTORS DEBARRED,

SUSPENDED, PROPOSED FOR DEBARMENT, OR

VOLUNTARILY EXCLUDED. (JAN 2025) (Deviation JAN 2026)

RFO 52.209-10

PROHIBITION ON CONTRACTING WITH INVERTED

DOMESTIC CORPORATIONS. (NOV 2015) (Deviation JAN 2026)

RFO 52.212-4

TERMS AND CONDITIONS-COMMERCIAL PRODUCTS AND

COMMERCIAL SERVICES. (NOV 2023) (Deviation JAN 2026)

RFO 52.215-2 AUDIT AND RECORDS-NEGOTIATION. (JUN 2020)

(Deviation JAN 2026)

RFO 52.219-4

NOTICE OF PRICE EVALUATION PREFERENCE FOR

HUBZONE SMALL BUSINESS CONCERNS. (OCT 2022)

(Deviation JAN 2026)

RFO 52.219-8 UTILIZATION OF SMALL BUSINESS CONCERNS. (JAN 2025)

(Deviation JAN 2026)

Clause Database Clause Number Clause Title

RFO 52.222-3 Convict Labor. (JUN 2003)

RFO 52.222-4

CONTRACT WORK HOURS AND SAFETY STANDARDS-

OVERTIME COMPENSATION. (MAY 2018) (Deviation JAN 2026)

RFO 52.222-5 Construction Wage Rate Requirements-Secondary Site of the Work. (MAY 2014)

RFO 52.222-6 CONSTRUCTION WAGE RATE REQUIREMENTS. (AUG

2018) (Deviation JAN 2026)

RFO 52.222-7 Withholding of Funds. (MAY 2014) RFO 52.222-8 Payrolls and Basic Records. (JUL 2021) RFO 52.222-9 Apprentices and Trainees. (JUL 2005)

RFO 52.222-10 Compliance With Copeland Act Requirements. (FEB 1988)

RFO 52.222-11 SUBCONTRACTS (LABOR STANDARDS). (MAY 2014)

(Deviation JAN 2026)

RFO 52.222-12 Contract Termination - Debarment. (MAY 2014)

RFO 52.222-13 Compliance With Construction Wage Rate Requirements and Related Regulations. (MAY 2014)

RFO 52.222-14 Disputes Concerning Labor Standards. (FEB 1988) RFO 52.222-15 Certification of Eligibility. (MAY 2014)

RFO 52.222-19 CHILD LABOR-COOPERATION WITH AUTHORITIES AND

REMEDIES. (JAN 2025) (Deviation JAN 2026)

RFO 52.222-20 CONTRACTS FOR MATERIALS, SUPPLIES, ARTICLES, AND

EQUIPMENT. (JUN 2020) (Deviation JAN 2026)

RFO 52.222-35 EQUAL OPPORTUNITY FOR VETERANS. (JUN 2020)

(Deviation JAN 2026)

RFO 52.222-36 EQUAL OPPORTUNITY FOR WORKERS WITH DISABILITIES.

(JUN 2020) (Deviation JAN 2026)

RFO 52.222-37 EMPLOYMENT REPORTS ON VETERANS. (JUN 2020)

(Deviation JAN 2026)

RFO 52.222-40 Notification of Employee Rights Under the National Labor Relations Act. (DEC 2010)

RFO 52.222-50 COMBATING TRAFFICKING IN PERSONS. (OCT 2025)

(Deviation JAN 2026)

RFO 52.222-54 EMPLOYMENT ELIGIBILITY VERIFICATION. (JAN 2025)

(Deviation JAN 2026)

RFO 52.222-55 Minimum Wages for Contractor Workers Under Executive Order 14026. (JAN 2022)

RFO 52.222-62 Paid Sick Leave Under Executive Order 13706. (JAN 2022)

RFO 52.223-5 Pollution Prevention and Right-to-Know Information.

(MAY 2024)

RFO 52.223-11 OZONE-DEPLETING SUBSTANCES. (MAY 2024) (Deviation

JAN 2026)

RFO 52.223-23 SUSTAINABLE PRODUCTS AND SERVICES. (MAY 2024)

(Deviation JAN 2026)

RFO 52.225-1 BUY AMERICAN-SUPPLIES (OCT 2022) (Deviation JAN 2026)

RFO 52.225-9 BUY AMERICAN - CONSTRUCTION MATERIALS. (OCT

Clause Database Clause Number Clause Title

2022) (Deviation JAN 2026)

RFO 52.226-8 Encouraging Contractor Policies To Ban Text Messaging While Driving. (MAY 2024)

RFO 52.227-1 Authorization and Consent. (JUN 2020) RFO 52.227-4 Patent Indemnity--Construction Contracts. (DEC 2007) RFO 52.228-2 Additional Bond Security. (OCT 1997)

RFO 52.228-5 Insurance - Work on a Government Installation. (JAN 1997)

RFO 52.228-11 Individual Surety-Pledge of Assets. (FEB 2021)

RFO 52.228-12 Prospective Subcontractor Requests for Bonds. (DEC 2022)

RFO 52.228-14 Irrevocable Letter of Credit. (NOV 2014)

RFO 52.228-15 Performance and Payment Bonds - Construction. (JUN 2020)

RFO 52.229-12 Tax on Certain Foreign Procurements. (FEB 2021)

RFO 52.232-5 Payments Under Fixed-Price Construction Contracts.

(MAY 2014)

RFO 52.232-16 PROGRESS PAYMENTS. (NOV 2021) (Deviation JAN 2026)

RFO 52.232-33 Payment by Electronic Funds Transfer - System for Award Management. (OCT 2018)

RFO 52.232-40 Providing Accelerated Payments to Small Business Subcontractors. (MAR 2023)

RFO 52.233-3 PROTEST AFTER AWARD. (AUG 1996) (Deviation JAN 2026)

RFO 52.233-4 APPLICABLE LAW FOR BREACH OF CONTRACT CLAIM.

(OCT 2004) (Deviation JAN 2026)

RFO 52.236-2 DIFFERING SITE CONDITIONS. (APR 1984) (Deviation JAN 2026)

RFO 52.236-3 SITE INVESTIGATION AND CONDITIONS AFFECTING THE

WORK. (APR 1984) (Deviation JAN 2026)

RFO 52.236-5 MATERIAL AND WORKMANSHIP. (APR 1984) (Deviation

JAN 2026)

RFO 52.236-6 SUPERINTENDENCE BY THE CONTRACTOR. (APR 1984)

(Deviation JAN 2026)

RFO 52.236-7 PERMITS AND RESPONSIBILITIES. (NOV 1991) (Deviation

JAN 2026)

RFO 52.236-8 OTHER CONTRACTS. (APR 1984) (Deviation JAN 2026)

RFO 52.236-9

PROTECTION OF EXISTING VEGETATION, STRUCTURES,

EQUIPMENT, UTILITIES, AND IMPROVEMENTS. (APR

1984) (Deviation JAN 2026)

RFO 52.236-10 OPERATIONS AND STORAGE AREAS. (APR 1984)

(Deviation JAN 2026)

RFO 52.236-11 USE AND POSSESSION PRIOR TO COMPLETION. (APR

1984) (Deviation JAN 2026)

RFO 52.236-12 CLEANING UP. (APR 1984) (Deviation JAN 2026)

RFO 52.236-13 ACCIDENT PREVENTION. (NOV 1991) (Deviation JAN 2026)

RFO 52.236-14 AVAILABILITY AND USE OF UTILITY SERVICES. (APR 1984)

Clause Database Clause Number Clause Title

(Deviation JAN 2026)

RFO 52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS. (APR

1984) (Deviation JAN 2026)

RFO 52.236-17 LAYOUT OF WORK. (APR 1984) (Deviation JAN 2026)

RFO 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION.

(FEB 1997) (Deviation JAN 2026)

RFO 52.240-91 SECURITY PROHIBITIONS AND EXCLUSIONS. (Deviation

JAN 2026)

RFO 52.240-92 SECURITY REQUIREMENTS. (Deviation JAN 2026) RFO 52.242-13 Bankruptcy. (JUL 1995) RFO 52.242-14 Suspension of Work. (APR 1984) RFO 52.243-4 CHANGES. (JUN 2007) (Deviation JUN 2025)

RFO 52.244-6

SUBCONTRACTS FOR COMMERCIAL PRODUCTS AND

COMMERCIAL SERVICES. (OCT 2025) (Deviation JAN 2026)

RFO 52.245-9 Use and Charges. (APR 2012) RFO 52.246-12 Inspection of Construction. (AUG 1996) RFO 52.246-21 Warranty of Construction. (MAR 1994) RFO 52.248-3 Value Engineering - Construction. (OCT 2025) RFO 52.249-10 Default (Fixed-Price Construction). (APR 1984)

Standard Language UTILIZATION OF FEDCONNECT FOR CONTRACT ADMINISTRATION

The Department of Commerce will utilize the FedConnect® web portal in administering this award. The contractor must be registered in FedConnect® and have access to the FedConnect® website located at https://www.fedconnect.net/Fedconnect/. For assistance in registering or for other FedConnect® questions please call the FedConnect® Help Desk at (800) 899-6665 or email at support@fedconnect.net. There is no charge for registration in or use of FedConnect®.

NOAA Acquisition Manual 1330-52.203-71 NOTICE OF POST-GOVERNMENT EMPLOYMENT

RESTRICTIONS (OCT 2015)

By submission of an offer in response to a NOAA solicitation or acceptance of a contract, the contractor acknowledges the restriction on current NOAA employees regarding contact with offerors regarding prospective employment and the corresponding obligations for contractors who engage them. The contractor further acknowledges that it has provided notice to former NOAA employees who will provide service to NOAA under the contract of post-Government employment restrictions that apply to them. Such restrictions include, but are not limited to, those set forth in:

(a) 41 U.S.C. § 2103 regarding contacts between a Federal employee working on a procurement and an offeror about prospective employment;

(b) 18 U.S.C. § 207 regarding the restrictions on former Federal employees having contact with a Federal agency on behalf of another person or entity concerning a specific party matter with which the former employee was involved as a Federal employee or for which the former Federal employee had official responsibility;

(c) 18 U.S.C. § 207 regarding the restrictions on former senior employees and senior political employees from having contact with his former Federal agency on behalf of another person or entity concerning any official matter; and

(d) 41 U.S.C. § 2104 regarding the restrictions on a former Federal employee involved in an acquisition over $10,000,000 from accepting compensation from a contractor.

(End of solicitation and contract language)

RFO 52.217-8 Option To Extend Services. (NOV 1999)

The Government may require continued performance of any services within the limits and at the rates specified in the contract. These rates may be adjusted only as a result of revisions to prevailing labor rates provided by the Secretary of Labor. The option provision may be exercised more than once, but the total extension of performance hereunder shall not exceed 6 months. The Contracting Officer may exercise the option by written notice to the Contractor within the period of performance of the contract.

Addendum to RFO 52.217-8 Options to Extend Services

Inclusion of RFO FAR clause 52.217-8, Option to Extend Services, in the solicitation and resultant contract is for use by the Government as outlined in RFO FAR 17.201 and RFO FAR Part 37. The option will be exercised as needed at any time during the life of the contract using the rates applicable at the time of exercise.

(End of clause)

RFO 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: http://www.acquisition.gov/far

• Commerce Acquisition Regulation (CAR) Clauses: http://www.acquisition.gov/car

(End of clause)

RFO 52.252-4 Alterations in Contract. (APR 1984)

Portions of this contract are altered as follows: [To be completed at time of award, if applicable.]

(End of clause)

RFO 52.252-6 Authorized Deviations in Clauses. (NOV 2020)

(a) The use in this solicitation or contract of any Federal Acquisition Regulation (48 CFR Chapter

1) clause with an authorized deviation is indicated by the addition of (DEVIATION) after the date of the clause.

(b) The use in this solicitation or contract of any Department of Commerce Procurement Memoranda (48 CFR Chapter 1452) clause with an authorized deviation is indicated by the addition of (DEVIATION) after the name of the regulation.

(End of clause)

Section 5 - Other Contract Terms and Conditions

Clauses Incorporated by Reference (IBR)

Clause Database Clause Number Clause Title

CAR 1352.201-70 Contracting Officer's Authority. (MAR 2010) CAR 1352.209-72 Restrictions against disclosure. (APR 2010) CAR 1352.209-73 Compliance with the laws. (APR 2010) CAR 1352.209-74 Organizational conflict of interest. (APR 2010) CAR 1352.227-70 Rights in data, assignment of copyright. (APR 2010)

CAR 1352.237-71 Security processing requirements-low risk contracts (APR 2010)

CAR 1352.201-72 Contracting Officer's Representative (COR). (APR 2010)

(a) [To be designated at time of award] 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:

[To be designated at time of award]

Phone Number: [To be designated at time of award]

E-mail: [To be designated at time of award]

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

(1) The COR is responsible for the technical aspects of the contract 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 express written prior authorization of the Contracting Officer. The Contracting Officer 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.

(End of clause)

CAR 1352.237-74 Progress reports. (APR 2010)

The contractor shall submit, to the Government, a progress report every one (1) month(s) after the effective date of the contract, and every one (1) month thereafter during the period of performance.

The contractor shall deliver progress reports that summarize the work completed during the performance period, the work forecast for the following period, and state the names, titles and number of hours expended for each of the contractor's professional personnel assigned to the contract, including officials of the contractor. The report shall also include any additional information-including findings and recommendations-that may assist the Government in evaluating progress under this contract. The first report shall include a detailed work outline of the project and the contractor's planned phasing of work by reporting period.

(End of clause)

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:

Manchester Research Station 7411 Beach Drive East Port Orchard, WA 98366

(End of clause)

CAR 1352.270-70 Period of performance. (APR 2010)

(a) The base period of performance of this contract is from 07/01/2026 through 06/30/2027. If an option is exercised, the period of performance shall be extended through the end of that option period.

(b) The option periods that may be exercised are as follows:

There are no option periods.

(c) The notice requirements for unilateral exercise of option periods are set out in FAR 52.217-9.

(End of clause)

NOAA Acquisition Manual 1330-52.208-70 SUBCONTRACTING WITH ABILITYONE NONPROFIT

ORGANIZATIONS (DECEMBER 2022)

NOAA recognizes and appreciates the value and talent that people with disabilities bring to our workplaces. The Committee for Purchase From People Who Are Blind or Severely Disabled (AbilityOne Program) is one of the United States’ largest sources of employment for people who are blind or have significant disabilities, employing more than 40,000 individuals, including approximately 2,500 veterans.

Approximately 450 nonprofit organizations employ these individuals who provide quality products and services to the Federal Government totaling nearly $4 billion each year. Contracting with AbilityOne nonprofit organizations provides veterans and individuals who are blind or have significant disabilities more opportunities to work, lead independent lives, serve in their communities, and contribute to the strength of our Nation’s economy.

This contract action is identified as including opportunities for subcontracting. The statutory obligation for Government agencies to satisfy their requirements for supplies or services available from the AbilityOne Program also applies when contractors purchase the supplies or services for Government use. For this contract action (contracting officer select one):

[ ] A subcontracting plan is required. The contractor shall include AbilityOne as a separate goal on the subcontracting plan. This line must be reported in the Electronic Subcontracting Reporting System (eSRS) under Large Business. AbilityOne will give Other Than Small Business credit on subcontracting plans.

[ X ] A subcontracting plan is not required. The contractor should consider subcontracting with AbilityOne nonprofit organizations to the maximum extent practicable and allowable consistent with other statutory and regulatory requirements applicable to the acquisition.

To engage with an AbilityOne Contractor (Non-Profit Agency) for subcontracting opportunities, the prime contractor should include the following information in an email to primecontractor@abilityone.org:

a) Solicitation number

b) Copy of the performance work statement or scope of work

c) Identification of work that will be set aside for AbilityOne

d) Estimated annual value of work for AbilityOne

e) Prime contractor point of contact email address, phone number, name, and title

(End of solicitation and contract language)

NOAA Acquisition Manual 1330-52.215-70 SCHEDULE OF DELIVERABLES (SEPT 2005)

The following is a schedule of all deliverables, including administrative deliverables, required during the period of performance of this contract:

Item Description Quantity Due Date Deliver to Reference

Please see Section 3, Statement of Work, for the Schedule of Deliverables.

(End of solicitation and contract language)

NOAA Acquisition Manual 1330-52.222-70 NOAA SEXUAL ASSAULT AND SEXUAL HARASSMENT

PREVENTION AND RESPONSE POLICY (MAY 2018)

In accordance with NOAA Administrative Order (NAO) 202-1106, NOAA Sexual Assault and Sexual Harassment Prevention and Response Policy, it is the policy of NOAA to maintain a work environment free from sexual assault and sexual harassment. NOAA prohibits sexual assault and sexual harassment by or of any employee, supervisor, manager, contractor, vendor, affiliate, or other individual with whom NOAA employees come into contact by the virtue of their work for NOAA.

(a) Definitions.

Contractor Employees - The term “contractor employees,” as used in this solicitation and contract language, refers to employees of the prime contractor or its subcontractors, affiliates, consultants, or team members.

Sexual Assault - The term sexual assault, as used in this solicitation and contract language, means any conduct proscribed by state or federal sexual abuse laws, including, but not limited to, those defined in chapter 109A of title 18 of the U.S. Code (sexual abuse), and assaults committed both by offenders who are strangers to the victim and by offenders who are known or related by blood or marriage to the victim.

Sexual Harassment - As defined by the Equal Employment Opportunity Commission, sexual harassment is a form of sex discrimination that violates Title VII of the Civil Rights Act of 1964. It includes unwelcome sexual advances, requests for sexual favors, and other verbal, non-verbal, or physical conduct of a sexual nature when any of the following are true:

● Submission to such conduct is made either explicitly or implicitly as a term or condition of an individual's employment;

● Submission to or rejection of such conduct by an individual is used as the basis for employment decisions affecting such individual;

● The conduct unreasonably interferes with an individual's work performance or creates an intimidating, hostile, or offensive working environment.

The main characteristics of sexual harassment are that the harasser's conduct is targeted against the recipient’s sex, gender identity, or sexual orientation, and is unwelcome to the recipient. It may include, but is not limited to: offensive jokes, slurs, epithets or name calling, undue attention, physical assaults or threats, unwelcome touching or contact, intimidation, ridicule or mockery, insults or put-downs, constant or unwelcome questions about an individual's identity, and offensive objects or pictures.

(b) Requirements.

1. It is the responsibility of the contractor to ensure that contractor employees maintain the highest degree of conduct and standards in performance of the contract. In support of this, NOAA urges its contractors to develop and enforce comprehensive company policy addressing sexual assault and sexual harassment.

2. The contractor shall include wording substantially the same as this solicitation and contract language in every subcontract so that it is binding upon each subcontractor.

3. If a contractor employee observes or is the object of sexual assault or sexual harassment, he or she is highly encouraged to report the matter, as soon as possible, to their immediate supervisor, the COR, subset of the COR (e.g. Task Manager or Assistant COR), or contracting officer (CO) if a COR is not assigned to the contract. The contract employee may also contact the NOAA Civil Rights Office to obtain guidance on reporting instances of sexual assault or sexual harassment. If deemed necessary, the contractor employee may also report such instances to local law enforcement. In the case where the incident occurs while performing at a remote location, such as at sea or in the field (at a field camp or other isolated location) where the above referenced individuals are unavailable, the contractor employee should follow the reporting procedure set forth in NAO 202-1106, Section 6.07, Reporting from Remote Locations.

4. Swift reporting allows NOAA and the contractor to take the appropriate measures to ensure that offensive behavior stops and the complainants’ needs are addressed.

5. The COR (if assigned), CO, and contractor, where applicable, will work together to ensure appropriate action is taken in accordance with applicable laws and regulations, contract terms and conditions, and the contractor’s written policy (where applicable).

6. The contractor shall provide all contractor employees assigned to perform under this contract with mandatory sexual assault and sexual harassment prevention and response training in…