WA ERFO NPS OLYM 2022-1(3), OLYMPIC NPS ERFO REPAIRS 2022 Road 107

Amendment / Modification

This amendment (A001) modifies the solicitation identified by number 69056726B000006.

• SF 1442, SOLICITATION, OFFER, AND AWARD (Pen & Ink change)

• Page A-3, Block 13A

• The bid opening date has been revised from 04/01/2026 to 03/25/2026.

Other / Unclassified

This document is a placeholder indicating that the PDF file requires Adobe Reader 8 or higher for proper viewing. It provides a link to Adobe's website for instructions on installing and configuring Adobe Reader.

This document does not contain specific information about the opportunity itself, such as requirements, scope, or deadlines. It is an administrative notice related to accessing the document content.

Solicitation / RFP / RFQ

This solicitation is for "OLYMPIC NPS ERFO REPAIRS 2022 Road 107" (Project Number: WA ERFO NPS OLYM 2022-1 (3)). The project involves repairs to Road 107 within Olympic National Park, Washington. The work is designated as a Total Small Business Set-aside.

• The project involves repairs to Road 107, specifically at Mile Post (MP) 0.3 to 0.5 and MP 0.8.

• Approximately 606 cubic yards of fill will be placed across 5,520 square feet at MP 0.3.

• Approximately 1,037 cubic yards of fill will be placed across 11,490 square feet at MP 0.8.

• 590 cubic yards of fill will be retained at MP 0.8 to protect the embankment and create refuge habitat for juvenile salmonids.

• The project includes streambank stabilization using riprap, root wads, conserved or provided streambed material, boulders, log-dolos bundles, coarse woody debris, and vegetation.

• Specific work includes construction survey and staking, contractor quality control, sampling and testing, erosion and sediment control, excavation, embankment, riprap, bridge construction, incidental construction (rental equipment, general labor, turf establishment, plants, temporary stream diversions, temporary traffic control), and environmental mitigation.

• The solicitation is governed by the Federal Acquisition Regulation (FAR), agency supplemental regulations, and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-24.

• Contract Type: Firm-fixed-price contract.

• Period of Performance: Work to commence within 10 calendar days after notice to proceed, with completion not later than August 19, 2026. The notice to proceed is assumed to be issued by May 22, 2026.

• Estimated Value: Between $700,000 and $2,000,000.

• Electronic bids are not accepted. Submit printed copy of bid to the address listed on the enclosed SF 1442.

• Bid Opening Date: See Page A-3, Block 13A.

• Bid Submission Deadline: April 1, 2026, by 4:00 p.m. local time.

• Proposals must be submitted in English and in U.S. dollars.

• Evaluation criteria are not explicitly detailed but will consider price and other price-related factors.

• Total Small Business Set-aside (FAR Clause 52.219-6).

• Electronic plan sheets are available at the provided SAM.gov link.

• Pre-bid information and requests for technical information are accepted until 5 business days before the bid due date.

• Questions and answers will be posted on SAM.gov.

• Bids received without a valid bid bond will be rejected.

• The project uses U.S. Customary units of measure.

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

This document contains the detailed plans for the Olympic National Park ERFO Repairs 2022 project on Road 107 in Jefferson County, Washington. The project aims to perform bank stabilization, riprap installation, and engineered log jams with dolosse over a length of 0.12 miles at two primary locations: Site 107 (Milepost 0.3 to 0.5) and Site 107 (Milepost 0.8).

The plans detail the required work, including:

• Bank Stabilization: Placement of boulders, Class 4 and 5 riprap, engineered log jams (ELJ) with dolosse, root wads, log bundles, and coarse woody debris.

• Erosion and Sediment Control: Installation of fiber rolls, temporary stream diversions, and rolled erosion control products on slopes.

• Revegetation: Turf establishment (hydraulic method), mulching, and planting of government-furnished species (Sitka Spruce, Sitka Willow, Cottonwood, Red Alder, Western Red Cedar).

• Temporary Traffic Control: Implementation of comprehensive traffic control plans, including tubular markers, warning lights, pavement markings, construction signs, flaggers, and a traffic control supervisor.

• General Construction: Mobilization, construction survey and staking, quality control, testing, and adherence to a construction schedule.

• Site 107 (MP 0.3 to 0.5): Focus on bank stabilization with boulders, Class 4 riprap, turf establishment, mulching, temporary stream diversion, and environmental design root wads. Includes relocation of a 32-inch hemlock tree.

• Site 107 (MP 0.8): Focus on bank stabilization with Class 5 riprap, engineered log jams with dolosse, root wads, log bundles, coarse woody debris, turf establishment, mulching, and rolled erosion control products.

• Equipment: Requires dump trucks (7 CY min) and hydraulic excavators (3/4 CY min with thumb).

• Specifications: All work must conform to the "Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-24."

• Location: Olympic National Park, Road 107, Jefferson County, Washington, at Mileposts 0.3-0.5 and 0.8.

• Completion: The estimated completion date for 100% of the work is January 16, 2026.

• Detailed plans for temporary traffic control, including single lane closures with flaggers and stop signs, are provided.

• Specific methods for container planting and temporary diversion berms are outlined.

Memorandum / Technical Report

This memorandum details the hydraulic design and recommendations for bank stabilization of the Upper Hoh Road at two locations (MP 0.3 and MP 0.8) along the Hoh River. The project aims to permanently stabilize the streambank/road embankment, addressing erosion and potential undermining caused by past flooding events, particularly the November 2021 atmospheric river event.

MP 0.3:

• Construction of a 3-foot thick revetment using Class 4 riprap with a 1(V):1.5(H) slope.
• Placement of 6 root wads on the riprap face, trimmed flush with the surface and embedded at a 20° angle upstream.
• Placement of 12 boulders (1.5 to 2 feet in diameter) over each root wad.
• Installation of willow pole cuttings as per plan sheets.

MP 0.8:

• Installation of four Engineered Log Jam (ELJ) units, each 80 feet long with 30-foot spacing.

• Each ELJ unit will consist of three layers (A, B, C) made of log-dolos bundles and environmental design root wads.

• Layer A: 11 log-dolos bundles and 11 root wads.

• Layer B: 11 log-dolos bundles and 7 root wads.

• Layer C: 13 log-dolos bundles and 4 root wads.

• Placement of Class 5 riprap upstream of the first ELJ unit.

• The downstream ELJ unit will have 3 additional deflector root wads in Layer B, oriented downstream.

• The document does not specify contract type, period of performance, or estimated value.

• Not applicable, as this document is a technical memorandum detailing design recommendations, not a solicitation.

• Not applicable.

• The document includes detailed hydraulic analysis, scour potential assessments, and design calculations for both locations.

• Floodplain and flood-rise impacts have been assessed for both sites.

• Operation and maintenance requirements for the structures are outlined.

Other / Unclassified

This document is a "Horizontal Alignment Review Report" for a project named "Design SurvFt". It details the horizontal alignment of two linear elements, "Main 01" and "Main 02", providing station, northing, and easting coordinates for various points along the alignment, including start, end, points of horizontal intersection (HPI), points of curvature (PC), points of tangency (PT), and circular curve data (radius, delta, degree of curvature, length, tangent, chord, middle ordinate, external, and directional information).

This report provides detailed geometric design data for horizontal curves and tangents. While not a solicitation or SOW, this information is critical for bidders involved in civil engineering, construction, or surveying projects where precise alignment data is required for design, planning, and execution. It serves as a technical specification for the proposed alignment.

Form / Attachment / Pricing Sheet

This document is the "FLH BRIDGE OVERSIZED/OVERWEIGHT PERMIT LOAD REQUEST" form. It is used by applicants to request permits for transporting oversized or overweight loads across FLH bridges.

• Applicant Information: Name, Company Name, USDOT#, Phone Number, Email Address.
• Load Details: Description of the load and the intended route.
• Movement Details: Date of movement.
• Vehicle Configuration: Width, Height, Length, and Gross Weight of the permit vehicle.
• Vehicle Configuration Sketch: Space is provided for a sketch of the vehicle configuration on the next page, including top and side views with dimensions.
• Axle Information: A table to detail Axle Number, Axle Spacing (ft), Load (lbs) per axle, and Number of Tires per axle. Adjacent axles with identical loads, dimensions, and tires can be grouped.
• Applicant Signature and Date.
• Agency Use Only: Fields for review, approval/denial, and permit conditions.

Bidders involved in opportunities requiring the transport of oversized or overweight loads across FLH bridges will need to complete and submit this form as part of their permit application process. Incomplete or inconsistent data may result in the return of the permit application.

Form / Attachment / Pricing Sheet

This document is a Station Offset Northing Easting Report, generated from a design survey file. It provides coordinate data for points along a baseline alignment, including offset distances and northing/easting coordinates.

• Project: Design SurvFt
• Description: Baseline (Active) Alignment: Main 01
• File Name: c:\pw-work\d0678696\wa-ep-olym2022-1--3_construction-limits.dgn
• Report Creation Date: Monday, January 26, 2026
• Data Table: Lists Point Name, Baseline Alignment Station and Offset, and corresponding Offset Alignment Northing and Easting coordinates.
• Units: All units are in feet unless specified otherwise.

This report provides detailed survey data that may be critical for understanding the precise location and dimensions of construction limits or other features related to the opportunity. Bidders may need to use this data to verify site conditions, plan construction activities, or ensure compliance with specified design parameters.

Form / Attachment / Pricing Sheet

This Excel file provides survey control point data for the Olympic NPS ERFO Repairs 2022 project. It is intended to be used by bidders to understand the project's geographic and elevation references.

• Project Information: Identifies the project as "Olympic NPS ERFO Repairs 2022 Road 107 - MP 0.3 to 0.5 & MP 0.8".
• Coordinate System: Specifies "Washington North SPCS NAD83 2011" for state plane coordinates and "NAVD88 GEOID18" for vertical datum.
• Survey Control Points: Lists specific point numbers with corresponding State Plane Coordinates (North, East), Elevation, Geographic Coordinates (Latitude, Longitude), Ellipsoid Height, and Combined Factor.
• Descriptions: Includes descriptions for each control point, such as "5/8" ir w/fhwa alum cap".
• Instructions: Provides guidance on how to import and use the data within an Excel plan sheet.

This document is crucial for bidders to accurately plan and execute any work requiring precise location or elevation data. It defines the baseline survey control points for the project area, ensuring consistency in measurements and design. Bidders should review this data to understand the project's spatial context and any potential implications for site work or construction.

Other / Unclassified

This document outlines the Federal Highway Administration's (FHWA) procedures for the definitization of equitable adjustments for change orders under construction contracts, as required by FAR 36.211. It also mandates the reporting of FHWA's past performance data for the prior three fiscal years concerning the time taken to definitize these equitable adjustments.

The document references FAR 2.101 for the definition of change orders and FAR 52.243-4, Changes. It states that there are no agency-specific additional policies or procedures beyond the Federal Acquisition Regulation (FAR) requirements at this time.

A table is provided that presents data on the definitization of equitable adjustments for change orders under construction contracts by fiscal year (FY 2021, FY 2022, and FY 2023). The data categorizes the time taken to definitize after receipt of an adequate proposal and the number of change order proposals definitized within those timeframes.

This document is relevant to potential bidders as it provides insight into the FHWA's contract administration processes related to change orders. Understanding these procedures and reviewing the historical performance data on definitization times may help bidders assess the agency's efficiency in managing contract modifications and potentially inform their proposal strategies or expectations regarding contract close-out.

Solicitation / RFP / RFQ

This document outlines a solicitation for "OLYMPIC NPS ERFO REPAIRS 2022" located in Jefferson County, Washington State. The project involves repairs to Road 107, specifically focusing on bank stabilization and related environmental engineering work.

• Bank stabilization

• Riprap (Class 4 and Class 5)

• Engineered log jam with dolosse

• Boulder placement

• Roadway aggregate

• Timber piles

• Turf establishment (seeding or mulching)

• Environmental design elements including root wads, bank stabilization (dolos-deflector log bundles), and coarse woody debris.

• Soil erosion and sediment control measures (fiber rolls, rolled erosion control products).

• Temporary stream diversion.

• Various traffic control measures (markers, warning lights, pavement markings, construction signs, flaggers, traffic control supervisors).

• Estimated Price Range: $2,000,000 to $5,000,000

• Project Length: 0.12 Miles

• Tentative Solicitation Date: Spring 2026

• Tentative Fixed Completion Date: Fall 2026

Not specified in this document.

Not specified in this document.

• The work will utilize US Customary Units and FP-24 specifications.
• Key divisions of work include Project Requirements, Earthwork, Slope Reinforcement and Retaining Walls, Aggregate and Base Courses, Bridge Construction, and Incidental Construction.

Solicitation / RFP / RFQ

This document provides preliminary plans for the "OLYMPIC NPS ERFO REPAIRS 2022 Road 107" project (Solicitation No. 69056726B000006). These plans are intended to help prospective bidders identify the project location and scope of work. The project is located in Olympic National Park, Jefferson County, Washington.

• Hoh River Road: Work involves stabilizing the embankment with riprap and an engineered log jam with dolosse.

• The solicitation documents will be available during the winter of 2025/2026. The exact release date should be monitored on SAM.gov.

• Prospective bidders are encouraged to view the project site as conditions permit, as viewing may be difficult during winter. No "show-me" tours will be provided by Federal Highway Administration personnel.

• Technical questions must be submitted via email to wfl.plans-spec@dot.gov.

• General questions can be directed to wfl.contracts@dot.gov or by phone at 360-619-7520.

• Not specified in this document.

• Prospective bidders should monitor www.sam.gov for the solicitation release date and use the "Follow" feature for automatic notifications.

• Current road conditions for Olympic National Park can be checked on their website.

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

This document outlines the scope and requirements for the Olympic National Park (ONP) ERFO Repairs 2022 project, specifically focusing on bank stabilization, riprap installation, and engineered log jams along Road 107 in Jefferson County, Washington.

• Location: Upper Hoh Road, Road 107, within Olympic National Park, Jefferson County, Washington.

• Specific Sites: Project locations are identified as Site 107, MP 0.3 to 0.5 and Site 107, MP 0.8.

• Construction Type: Bank stabilization, riprap placement, and the construction of engineered log jams with dolosse.

• Roadway Details: The project involves work on Upper Hoh Road, with specific segments identified by milepost markers.

• Location: Olympic National Park, Jefferson County, Washington.

• Length of Project Segment: Approximately 0.12 miles for the MP 0.3 to 0.5 segment.

• Materials: Includes riprap (Class 4 and Class 5), engineered log jams with dolosse, and planting materials (container plants and pole plantings).

• Erosion Control: Detailed plans for soil erosion and sediment control, including fiber rolls and rolled erosion control products.

• Stream Diversion: Temporary stream diversion methods are specified to manage water flow during construction.

• Traffic Control: Temporary traffic control plans are provided, including signage, lane closures, and flagger operations to maintain traffic flow on Road 107.

• Planting: Includes planting of container plants and pole plantings, with specific methods detailed for establishment and maintenance.