C--Manchester Pier Shimming Project

Amendment / Modification

• This amendment (0002) to Solicitation 1305M326Q0067 updates Attachment 5, "Storage and Laydown Area".

• The updated approved area is described as being closer and larger than the previously approved location.

• Attachment 5: Storage and Laydown Area May 26, 2026 updated location

• No changes to proposal deadlines, requirements, or evaluation factors are indicated by this amendment.

Form / Attachment / Pricing Sheet

This document is an aerial image showing a specific parcel of land highlighted in red, adjacent to a body of water and a pier. A measurement of '50'' is indicated along one edge of the highlighted area, suggesting it may be a site plan or a visual aid for a property-related opportunity.

• Aerial view of a coastal area.
• A specific land parcel is demarcated with a red overlay.
• A dimension of '50 feet' is noted.
• Adjacent structures and a pier are visible.

This image likely provides critical spatial context for a real estate, construction, or land use opportunity. Bidders should use this visual to understand the location, size, and surrounding environment of the property in question, which may be relevant for site assessment, planning, or proposal development.

Amendment / Modification

This amendment (0001) to Solicitation 1305M326Q0067 makes the following updates:

• Performance Work Statement (PWS) and Attachments: Updates to the PWS, addition of Attachment 5 (Storage and Laydown Area), and addition of Attachment 6 (Contractor Site Visit Sign-In Sheet).

• Instructions to Offerors: Updates to the RFO 52.212-1 Addendum to Instructions to Offerors – Commercial Products and Commercial Services.

• Questions & Answers: Addresses several vendor questions, including:

  • Bid bonds are not required.
  • Experience requirements have been updated.
  • The requirement for an updated load rating by a stamped PE has been removed.
  • Pile jacketing projects have been added to qualifying past projects.
  • Specific qualification requirements for Project Manager and Superintendent have been removed and updated.
  • No additional as-built drawings are available; contractors must confirm existing conditions.
  • NOAA cannot provide measured gap dimensions; contractors must confirm existing conditions and propose solutions.
  • Clarification on repair approaches for partial bearing or misalignment conditions.
  • Inspection scope is limited to the immediate pile bearing interface; heart rot beyond certain limits is excluded.
  • Load rating requirement has been removed.
  • As-built drawings should overlay details onto provided reports.
  • Marine growth does not need to be captured.
  • Pressure-treated Hem-Fir is acceptable for curb system replacement.
  • Laydown area is provided as per RFI #17.
  • No permits are required to be obtained by the contractor.
  • Requirements have been updated to allow a civil engineer.
  • No proprietary products are mandated.
  • No Controlled Unclassified Information (CUI) is included.
  • Specific piles for shimming are identified in Appendix A and the Pennonni report.
  • No pile wrapping is included.
  • Temporary contractor mooring is allowed at the NOAA Fisheries dock.
  • A contractor staging area is provided.

• Performance Work Statement

• Attachments (5 and 6 added)

• RFO 52.212-1 Addendum

• Evaluation Criteria (Past Experience, Qualifications)

• Proposal deadlines and submission requirements remain as previously stated, but offerors should review the updated Q&A and affected sections for any impact on their proposals.

• The deadline for questions is May 7, 2026. The deadline for quotations is May 29, 2026.

Statement of Work (SOW) / Performance Work Statement (PWS)

This document outlines the requirements for providing storage and laydown area services.

• Provision of a secure, accessible storage and laydown area.

• The area is approximately 45 feet by 20 feet, highlighted in red on the provided aerial image.

• The specific location is adjacent to an existing building, as depicted in the image.

• The period of performance is not explicitly stated in this document.

• The place of performance is the designated storage and laydown area shown in the aerial image.

• The document does not detail specific staffing, certification, security, or compliance obligations beyond the general need for a secure area.

Form / Attachment / Pricing Sheet

This document is a sign-in sheet for a contractor site visit related to the Manchester Pier opportunity. It records the names of attendees, their companies, email addresses, and phone numbers.

• Date of Visit: Thursday, April 30, 2026
• Location: Manchester Pier, Port Orchard, WA
• Attendees: A list of individuals from various companies, including Triton Marine, Art Anderson, Global, Otahli, NOVA GROUP.
• Contact Information: Email addresses and phone numbers for each attendee.

This document serves as a record of who attended the site visit. While it does not contain technical requirements or contractual details, it may be useful for potential bidders to identify other interested parties or to follow up with specific individuals if further clarification is needed.

Solicitation / RFP / RFQ

This is a combined synopsis/solicitation for commercial products or services for the Manchester Pier Shimming project. The National Oceanic and Atmospheric Administration (NOAA) requires a Design-Build Contractor to restore the vertical load path of the Manchester Pier in Port Orchard, WA. The pier, an 810-foot timber pile structure, has identified structural deficiencies due to deteriorating bearing piles, with over 60 piles exhibiting gaps between the pile and cap ranging from hairline to 3 inches. The objective is to re-establish positive bearing connections to support an "Owner-Specified Vehicle" (OSV) load of 12,000 pounds.

• Design-Build Services: Field verify gap dimensions, design shimming and stub details, and install shims/stubs to restore 100% bearing contact.

• Materials: Utilize approved shim materials (HDPE, UHMWPE, or composite) or marine-grade pressure-treated timber for gaps over 3 inches. Hardware must be hot-dipped galvanized or stainless steel.

• Surface Preparation: Clean pile tops and caps of marine growth, rot, and debris.

• Optional Task 2: Replacement of 350 linear feet of timber curb system at the Outshore Head (subject to government discretion).

• Deliverables: Electronic deliverables including Accident Prevention Plan, Pollution Control Plan, Construction Schedule, 95% Pre-Final Design Package, 100% Final Issued for Construction (IFC) Package, Regular Meeting Reports, and As-Built Drawings with an updated load rating.

• Contract Type: Design-Build.

• Period of Performance: Base period from 07/01/2026 to 06/30/2027. No option periods are stated.

• Estimated Value: Not explicitly stated, but "Qualifying Past Projects" require a minimum contract value above $400,000.

• Submission Deadline: May 29, 2026, at 2:00 PM Pacific Time.

• Submission Method: Email to Anna Ma (Contract Specialist) and Sarah Waugh (Contracting Officer).

• Quotation Volumes: Two (2) electronic PDF volumes: Volume I - Technical Quote and Volume II - Price Quote.

• Evaluation Factors: Best value tradeoff process. Volume I (Technical) is significantly more important than Volume II (Price). Factors include Technical Approach and Capability, Past Experience, Qualifications, Past Performance, and Price.

• Confidence Ratings: Used for non-price factors (High, Some, Low Confidence).

• Pre-Proposal Conference & Site Visit: April 30, 2026, at 9:00 AM Pacific Time at Manchester Research Station.

• This acquisition is not set-aside for small business concerns.

• Offerors must be legal US citizens or legal immigrants with permanent residency.

• Points of Contact: Anna Ma (Contract Specialist) and Sarah Waugh (Contracting Officer).

• Government Furnished Information: 2024 Manchester Pier Inspection Report and 2025 Manchester Pier Load Rating Analysis Report.

• Environmental Considerations: Project is in Clam Bay/Puget Sound, adjacent to a Superfund site. Strict pollution control and best management practices are required. No debris in water, no sediment disturbance.

Form / Attachment / Pricing Sheet

This document is a Load Rating Analysis Report for the Manchester Pier, located in Manchester, WA. It was prepared by Pennoni Associates Inc. for GoldenWolf, LLC, with the owner being the National Oceanic and Atmospheric Administration (NOAA).

• Objective: To evaluate the structural capacity of the Manchester Pier under current and anticipated conditions, considering material deterioration and environmental exposure.
• Scope: The analysis assesses critical structural elements, lateral load capacity of timber piles, and load rating factors. It focuses on NOAA's intended use for transporting fish/water tanks and equipment using trailers and light-duty pickup trucks.
• Methodology: The analysis follows the Load and Resistance Factor Rating (LRFR) methodology, referencing AASHTO standards and utilizing STAAD.pro software for structural analysis.
• Key Findings: The pier shows signs of aging and wear, but repairs and maintenance can extend its service life. The current posting of 8,000 lbs (4 tons) shall remain.
• Recommendations: Immediate actions include replacing deteriorated piles and providing positive connections between pile caps and non-bearing piles. Short-term actions involve regular monitoring and maintenance. Long-term actions require developing a comprehensive pile replacement plan.

This report provides critical information regarding the structural integrity and load-carrying capacity of the Manchester Pier. Bidders involved in opportunities related to this pier should understand its current condition, limitations, and the specific load restrictions and recommendations outlined. This information is crucial for assessing the feasibility and safety of operations or construction activities at the pier.

Statement of Work (SOW) / Performance Work Statement (PWS)

This document is a preliminary engineering report for the Manchester Pier Assessment, submitted in general accordance with a previously authorized Scope of Services. The report aims to document current defects, analyze the pier's current use, and provide prioritized repair recommendations.

The report details a routine inspection covering both topside and underwater elements of the Manchester Pier. The inspection methodology included Level I (visual/tactile), Level II (cleaning for representative samples), and Level III (non-destructive or partially destructive testing) efforts. The inspection was performed based on ASCE MOP 130 guidance.

• Overall Condition: SERIOUS
• Deck: Satisfactory (5/5)
• Curb: Fair (4/5) - Widespread minor to moderate defects, localized major deterioration.
• Stringers: Satisfactory (5/5)
• Pile Caps: Satisfactory (5/5)
• Piles: Serious (2/5) - Advanced deterioration and local failures due to heart rot, section loss, splits, checks, and non-bearing conditions.
• Cross Bracing: Critical (1/5) - Widespread advanced deterioration, breakage, and disconnection.

The inspection was conducted between October 15-22, 2024. The pier is located in Manchester State Park, WA.

• A Load Rating Analysis is a separate task and a revised report will be provided upon its completion.
• Recommendations for repairs are prioritized and will be updated based on the load rating analysis.
• Interim action recommended: No additional loads on the outshore 10-feet of the pier.
• Regular inspection cycle recommended: 1-year cycle until high priority repairs are completed.

Statement of Work (SOW) / Performance Work Statement (PWS)

This document details the condition of various piles and associated structures, likely for a repair or replacement project. It serves as a detailed assessment of existing conditions.

• The document lists specific "Bents" (likely structural supports or locations) and associated "Piles."
• For each pile, it details its "Plumb / Battered" status, "Defect Type" (e.g., Cap, Heart Rot, Hollow, Non-bearing, Splits, Other), and a "Note" describing the specific condition, damage, or defect.
• Each entry is marked as either "AMP" (in-scope) or "MC" (out of scope), indicating which items require attention or are part of the project.

Not applicable for this type of assessment document.

Not specified in this document.

Not specified in this document. The document's primary function is to identify and categorize existing conditions of piles and related components.

Other / Unclassified

This document is a General Decision Number (WA20260126) for heavy construction projects in Kitsap County, Washington. It lists prevailing wage rates and fringes for various construction trades, including carpenters, electricians, equipment operators, laborers, ironworkers, painters, cement masons, truck drivers, and welders. The decision is effective from January 2, 2026.

This document is crucial for bidders on federal or federally-funded construction projects in the specified geographic area. It establishes the minimum wage rates and fringe benefits that must be paid to laborers and mechanics employed on the project, ensuring compliance with labor standards. Bidders must use these rates when calculating their project costs and developing their proposals to ensure they are competitive and compliant with federal regulations.

Statement of Work (SOW) / Performance Work Statement (PWS)

The Federal Government requires the services of a Design-Build Contractor to restore the vertical load path of the Manchester Pier by shimming all piles currently not in contact with the substructure. The goal is to re-establish positive bearing connections to ensure the structure can safely support an "Owner-Specified Vehicle" (OSV) load of 12,000 lbs.

• Provide all labor, materials, equipment, engineering, and supervision for the design and execution of shimming non-bearing piles.

• Field verify all gap dimensions and produce "Issued for Construction" drawings.

• Design a positive, mechanical connection using high-density plastic shims (e.g., UHMW polyethylene) resistant to wave action and structural vibration.

• Install designed plastic shimming at over 60 non-bearing pile-to-cap locations.

• Prepare surfaces by cleaning marine growth, rot, and debris to ensure a flat, competent bearing surface.

• Secure shims mechanically and piles to the cap to resist lateral movement.

• Period of Performance: 180 days (6 months) after contract award.

• Location: Manchester Pier, 7411 Beach Dr E, Port Orchard, WA 98366.

• Design Submittals: 95% Pre-Final Design (drawings, material specs, work plan) due 50 days post-award; 100% Final Issued for Construction (IFC) due 15 days after receiving comments on the 95% package.

• Reporting: Regular meeting reports (bi-weekly during design, weekly during construction) and As-Built Drawings (15 days post-completion).

• Materials: Shims from high-density polyethylene (HDPE) or UHMWPE; hardware shall be hot-dipped galvanized steel or stainless steel.

• Standards: Compliance with AASHTO LRFD Bridge Design Specifications, AASHTO Manual for Bridge Evaluation, ASCE MOP 130, ASCE 7-22, and ADCI Consensus Standards.

• Constraints: Work hours must accommodate tidal swings up to 12 feet. No debris, sawdust, old hardware, or construction materials allowed in the water; use of floating booms or containment tarps required if cutting or drilling.

• Security: All personnel must be US citizens or legal immigrants. Site visit requests required 5 days prior to each investigation.

• Invoicing: Monthly invoices required; no travel or reimbursable expenses permitted.

Statement of Work (SOW) / Performance Work Statement (PWS)

The Federal Government requires a Design-Build Contractor to restore the vertical load path of the Manchester Pier by shimming all piles currently not in contact with the substructure. The goal is to re-establish positive bearing connections to ensure the structure can safely support an "Owner-Specified Vehicle" (OSV) load of 12,000 lbs.

• Provide all labor, materials, equipment, engineering, and supervision for the design and execution of shimming non-bearing piles.

• Field verify all gap dimensions and produce "Issued for Construction" drawings.

• Design a positive, mechanical connection using high-density plastic shims (e.g., UHMW polyethylene) resistant to wave action and structural vibration.

• Install designed plastic shimming at over 60 non-bearing pile-to-cap locations.

• Prepare surfaces by cleaning marine growth, rot, and debris.

• Secure shims and piles mechanically to prevent movement.

• Take and label pictures of each installed shim and fastening.

• Period of Performance: 180 days (6 months) after contract award.

• Location: Manchester Pier, Port Orchard, WA.

• Design Submittals: 95% Pre-Final Design drawings (signed/sealed by PE), Material Sheets, and Work Plan prior to physical work. 100% Final Issued for Construction (IFC) drawings incorporating government comments.

• Deliverables: Accident Prevention Plan (APP), 95% Pre-Final Design Package, 100% IFC Package, Regular Meeting Reports, and As-Built Drawings.

• Standards: Compliance with AASHTO LRFD Bridge Design Specifications, AASHTO Manual for Bridge Evaluation, ASCE MOP 130, ASCE 7-22, and ADCI Consensus Standards.

• Material: High-density polyethylene (HDPE) or UHMWPE shims; hot-dipped galvanized or stainless steel hardware.

• Constraints: Work must accommodate tidal swings up to 12 feet. Strict environmental protection measures required (no debris in water, use of containment booms/tarps).

• Pier Usage: Coordinate schedule with COR to avoid interference with NOAA, NMFS, and EPA operations.

• Personnel: All personnel must be legal US citizens or legal immigrants. Site visit requests required 5 days prior to investigations.

• Invoicing: No travel or reimbursable expenses permitted. Monthly invoices with draft review by COR/PM.