Y--Speelyi Shoreline protection

The Bureau of Reclamation issued a Sources Sought Notice for the Speelyi Shoreline Protection project on Cle Elum Reservoir, Washington. This is not a request for quotes or proposals, but rather market research to identify interested and capable contractors for an estimated $1,000,000 to $5,000,000 Firm Fixed Price (FFP) construction contract. The project, slated for Government Fiscal Year 2026/2027, falls under NAICS 237990 (Other Heavy and Civil Engineering Construction) with a $45 million size standard. Key work components include shoreline protection, dust control, erosion control, tree removal, excavation, various fills, riprap, and fish habitat structures. Interested offerors must submit a statement of interest, bonding levels, contact information, size status (including Indian Economic Enterprise or Indian Small Business Economic Enterprise certifications if applicable), capability statements, and details of similar projects by March 13th, 2026, 1:00 PM MST.

The Bureau of Reclamation, Columbia Pacific-Northwest Region, is seeking bids for the Speelyi Shoreline Protection – Construction project at the Cle Elum Reservoir in Cle Elum, WA. This new project involves constructing shoreline protection, including dust control, erosion control, stone paths, clearing, tree removal, excavation, various fills, toe armor, geotextile, riprap, bedding layer, CMP culvert, fence, seeding, and fish habitat structures. The NAICS code is 237990 (Other Heavy and Civil Engineering Construction), with a small business size standard of $45.0 million. The project's estimated cost is between $1,000,000.00 and $5,000,000.00. This is a total Indian Small Business Enterprise (ISBEE) set-aside. The solicitation will be issued on sam.gov no sooner than 15 days from the notice, closing no sooner than 30 days after issuance. Offerors must be registered in SAM.gov and carry liability insurance with minimum coverage of $1,000,000 for personal injury, $1,000,000 per occurrence, and $1,000,000 for property damage. Points of contact are Jared Detton (jdetton@usbr.gov) and Michael Naseath (mnaseath@usbr.gov).

This federal solicitation (No. 140R1026B0002) is issued by the Bureau of Reclamation, Pacific Northwest Region, for the Speelyi Beach Shoreline Protection project at Cle Elum Reservoir in Washington. The project is a total set-aside for Indian Small Business Economic Enterprises (ISBEE), with an estimated construction cost magnitude between $1,000,000 and $5,000,000. The scope of work entails the construction of non-building facilities under Product/Service Code Y1PZ, split between a Primary Price Schedule (CLINs 1-9) and an Optional Price Schedule (CLINs 1A-7A). The required period of performance spans from August 14, 2026, to August 14, 2027, with work to be completed within 365 calendar days after receiving the notice to proceed. Sealed bids are due by July 22, 2026, at 2:00 PM MDT. A site visit is scheduled for July 1, 2026, at 10:00 AM PDT at the Speelyi Day Use Area in Ronald, WA; interested bidders must preregister with Wade Warner by June 30, 2026. The deadline for contractor questions is July 8, 2026, at 2:00 PM MDT, directed to Contracting Officer Michael Naseath and Contract Specialist Jared Detton. Bidders must include their Unique Entity Identifier (UEI) on the bid cover sheet.

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This solicitation (No. 140R1026B0002), issued by the Bureau of Reclamation, Pacific Northwest Region, seeks bids for the Speelyi Beach Shoreline Protection project. The work is located on the Cle Elum Reservoir, approximately eight miles northwest of Cle Elum in Kittitas County, Washington, as part of the Yakima River Basin Water Enhancement Project. The scope of work involves constructing shoreline protection along the reservoir's edge. Principal components include clearing and grubbing, tree removal, earthwork, construction and eventual removal of a temporary access road, trench excavation, site grading, installing geotextile fabric and corrugated metal pipe culverts, riprap placement, selective site demolition, fish habitat log structure construction, in-kind fence replacement, and seeding. The solicitation is a total set-aside for Indian Small Business Economic Enterprises (ISBEE) with an estimated construction magnitude between $1,000,000 and $5,000,000. Bids must cover both the primary price schedule (CLINs 1–9) and an optional price schedule (CLINs 1A–7A) for additional site work. Key dates include a site visit on July 1, 2026, a contractor question-and-answer deadline of July 8, 2026, and bid submission by July 22, 2026. The contract performance period is 365 calendar days from the notice to proceed, with a tentative schedule of August 14, 2026, to August 14, 2027. Liquidated damages are established at $1,605.99 per calendar day of delay. Offerors must register in the System for Award Management (SAM) and submit invoices electronically via the Invoice Processing Platform (IPP).

This document is a federal standard Bid Bond form (Standard Form 24, Rev. 10/98), issued by the General Services Administration (GSA) for use in federal procurement and contracting. The form establishes a legally binding agreement between a Principal (bidder), a Surety, and the United States of America (Obligee) to guarantee that the bidder will enter into a formal contract and provide required performance and payment bonds if their bid is accepted. The document outlines the financial liabilities of the parties, specifying that the Principal and Surety are held jointly and severally liable up to the designated penal sum (either a specific dollar amount or a percentage of the bid price). It includes detailed instructions for execution, requiring proper signatures, corporate seals, and evidence of authority for representing agents. Additionally, the form mandates that executing sureties must appear on the Department of the Treasury’s list of approved sureties and operate within their prescribed underwriting limitations. This standard form is a critical compliance component used to mitigate financial risk for the government during the competitive bidding phase of federal RFPs.

This federal government engineering document outlines the design specifications for the Speelyi Beach Shoreline Protection project, situated within the Cle Elum Dam and Reservoir area under the Yakima River Basin Water Enhancement Project (YRBWEP) in Washington. Managed by the U.S. Department of the Interior's Bureau of Reclamation, the project aims to stabilize the shoreline using riprap and perched beach designs. Key details within the engineering drawings and plans include: - **Project Scope and Limits:** Defines a base contract area spanning 9 acres and an optional Price Schedule A covering 0.5 acres. - **Shoreline Protection Measures:** Outlines riprap placement details up to elevation 2251.5 feet with a 4.5-foot thickness, underlaid by a 6-inch bedding layer and geotextile filter fabric. - **Perched Beach and Habitat Integration:** Features a perched beach zoning plan with coarse sand fill, toe armor, and multi-log fish habitat structures (2-log and 3-log configurations) designed to meet environmental compliance. - **Access and Logistics:** Establishes a temporary haul/access road, staging areas, and strict limits on site disturbances, noting areas where private property boundaries (such as the Holbrook parcel) must not be disturbed. - **Environmental & Safety Protocols:** Includes specific guidelines on preserving large trees, managing driftwood, restoring borrow areas with a maximum 5:1 slope to prevent fish entrapment, and implementing NMFS-compliant screens for water intake pumps.

This document contains a Department of the Army (DA) permit verification and a state Water Quality Certification (WQC) for the Bureau of Reclamation’s Speelyi Beach Shoreline Protection project under the Cle Elum Reservoir Pool Raise initiative in Kittitas County, Washington. The U.S. Army Corps of Engineers, Seattle District, has authorized the discharge of up to 11,054 cubic yards of fill material along 1,720 linear feet of shoreline under Nationwide Permit (NWP) 13 for bank stabilization. To remain valid, the authorization requires adherence to strict Endangered Species Act (ESA) requirements, specific work windows to protect threatened and endangered species, and the preservation of historic properties. Concurrently, the Washington State Department of Ecology has issued a conditioned Section 401 WQC (Order No. 24079) for the project, which remains valid until January 1, 2031. Ecology's certification is conditioned on the installation of riprap, 20 wood habitat structures, a "perched beach" to mitigate wave action, and culvert extensions to manage stormwater. The Bureau of Reclamation must comply with state water quality standards, report any hazardous spills immediately, and submit a final Federal permit copy to Ecology prior to starting construction. The overall NWP verification is valid through March 14, 2026, with a potential extension to March 14, 2027, provided construction commences before the initial expiration.

This federal document is Amendment No. 0002 for Solicitation No. 140R1026B0002, issued by the Bureau of Reclamation's Pacific Northwest Regional Office in Boise, Idaho. The amendment updates key technical requirements, administrative dates, and project documentation for the solicitation. Specifically, the amendment incorporates a Questions and Answers (Q&A) Log, a Dredging (Excavation) Plan, and a Water Quality Management Plan into the solicitation. It also corrects the effective date of Amendment No. 0001 to July 9, 2026. Technical revisions include modifying Specification Section 13 00 10 to require a minimum 50% log length embedment in the reservoir for fish habitat log structures, alongside updates to related structural and detail drawings. Additionally, the bid submission deadline on July 22, 2026, has been adjusted to 1:00 PM MDT, though the bid opening date remains unchanged. All other terms and conditions of the original solicitation remain in effect.

This document outlines the Draft Water Quality Management Plan for the Speelyi Shoreline Protection Project, a component of the Cle Elum Pool Raise (CEPR) Project under the Yakima River Basin Water Enhancement Project in Kittitas County, Washington. Prepared by the U.S. Bureau of Reclamation, the plan supports the application for a Clean Water Act Section 401 Water Quality Certification from the Washington State Department of Ecology. The project aims to mitigate shoreline erosion risks associated with a three-foot raise in the Cle Elum Reservoir's maximum pool elevation. Mitigation efforts include armoring a half-mile shoreline section with imported riprap and constructing a perched beach using excavated material. To minimize water quality impacts, all construction is scheduled to occur "in the dry" when reservoir levels are at least 50 feet below the project boundary. The designated construction contractor must finalize this draft plan and submit site-specific Temporary Erosion and Sediment Control (TESC) and Spill Prevention, Control, and Countermeasures (SPCC) plans at least 28 days before starting work. These plans must incorporate Best Management Practices (BMPs), such as silt fencing, restricted refueling zones, and daily equipment inspections. Additionally, the project must comply with Washington State water quality standards, focusing on salmonid spawning, rearing, and migration criteria. While dissolved oxygen monitoring is not required, the contractor must monitor turbidity according to the EPA’s Construction General Permit (CGP). If turbidity limits are exceeded, work will be paused, and remediation measures will be documented. Following construction, the U.S. Forest Service will implement a revegetation plan.

This Bureau of Reclamation (U.S. Department of the Interior) technical drawing set details the Speelyi Beach Shoreline Protection project at Cle Elum Dam and Reservoir, part of the Yakima River Basin Water Enhancement Project (YRBWEP) in Washington. The documents outline the access, staging, and fish habitat design requirements necessary to protect the shoreline while minimizing environmental impacts. Key details include plans for a temporary access and haul road constructed alongside the existing Speelyi Day Use Area boat ramp, featuring specific alignment tables, curve data, and a 36-inch storm drain pipe crossing design. Strict environmental notes mandate that temporary culverts must be removed during extended work stoppages to maintain fish passage when reservoir levels are high. Additionally, the contractor is permitted to use reservoir water for dust control, provided they use secondary containment and NMFS-compliant intake screens on pumps. The project also incorporates fish habitat log structures utilizing 2-log and 3-log configurations. These structures require logs between 50 and 100 feet in length with a minimum 15-inch diameter. To ensure a natural and safe habitat, the designs specify that at least 50% of the log length must be buried and compacted without the use of mechanical fastenings, anchors, or artificial restraining devices. Refurbishment notes require the contractor to spread existing driftwood naturally and restore all borrow areas to a maximum 5:1 slope upon completion to prevent fish entrapment.

This government document is a Questions and Answers (Q&A) log issued under Amendment 0002 for the Speelyi Shoreline Protection project (Solicitation 140R1026B0002) by the Bureau of Reclamation (BOR). The document clarifies technical, environmental, administrative, and logistical requirements for prospective bidders. Key clarifications include modifying the log burial design to 50% embedment to keep excavations under 20 feet, eliminating the need for professional engineer-designed sloping under Washington Administrative Code. The BOR confirms that the reservoir will operate under normal practices, with construction activities expected to occur "in the dry" when water levels are below Elevation 2220. The contractor is responsible for developing a traffic control plan, locating property boundaries, conducting material testing, and obtaining a bid guarantee of 20% of the bid price (up to $3,000,000). The project does not involve Controlled Unclassified Information (CUI) or Cybersecurity Maturity Model Certification (CMMC) requirements. Additionally, onsite management roles (Superintendent, Quality Control Supervisor, and Safety Representative) may be combined or "dual-hatted," and survey and environmental monitoring can be performed on an as-needed basis. The BOR is currently processing a permit time extension with the U.S. Army Corps of Engineers, and any government-caused delays, including those from fish salvage operations or unusual weather, will be evaluated for equitable adjustments.

This federal contract specification document details the requirements for constructing fish habitat log structures as part of the Speelyi Beach Shoreline Protection project at Cle Elum Dam and Reservoir, under the Yakima Project. Issued as Amendment No. P00002 for Specifications No. 140R1026B0002, the document establishes guidelines for materials, execution, and submittals. Key provisions include: - **Payment & Submittals**: Payment is structured as a lump sum. Contractors must submit a Log Structure Construction Plan detailing proposed log sizes, arrangements, and compaction methods. - **Log Requirements**: Logs must be sourced locally from the project area and restricted to conifer species. They must have a minimum diameter of 15 inches at breast height, measure between 50 and 100 feet in length, and have at least 50% of their length embedded in the reservoir. Root wads and branches should be kept intact and utilized where possible. - **Construction Guidelines**: Structures must be installed according to design drawings. Backfilling requires native soil placed in maximum 12-inch lifts. Contractors must compact the backfill using mechanical equipment, such as an excavator bucket or vibratory compactor; water-settling methods like jetting or sluicing are prohibited. No density testing is required.

This draft Dredging (Excavation) Plan, prepared by the U.S. Bureau of Reclamation, outlines shoreline stabilization efforts for the Speelyi Shoreline Protection Project, a component of the larger Cle Elum Pool Raise Project in Kittitas County, Washington. Designed to mitigate erosion from a three-foot reservoir pool raise, the project will armor a half-mile of shoreline with imported riprap and construct a perched beach at the northern end of the site. To minimize environmental impacts, all construction will occur "in the dry" during low reservoir levels (at or below elevation 2225), eliminating the need for dewatering. Because water will be absent, the necessary key trenching, grading, and channel reshaping below the ordinary high-water mark are classified as excavation rather than dredging. The selected construction contractor must finalize this plan to secure Clean Water Act Section 401 Water Quality Certification. Additionally, the contractor is required to submit a Temporary Erosion and Sediment Control Plan, a Spill Prevention Control and Countermeasures Plan, and a Stormwater Pollution Prevention Plan for approval at least 28 days before starting work. The contractor must also implement strict Best Management Practices to protect water quality, restore disturbed areas with native vegetation in partnership with the U.S. Forest Service, and conduct continuous visual and instrumental monitoring. If water enters the construction zone, work must cease immediately, and water elevation records must be submitted for review.

This document is Amendment 0001 to solicitation number 140R1026B0002, issued by the Bureau of Reclamation's Pacific Northwest Regional Office in Boise, Idaho. The primary purpose of this amendment is to formally incorporate the Site Visit Attendance Log dated July 1, 2026, into the solicitation. All other terms, conditions, and provisions of the original solicitation remain unchanged. To ensure compliance, offerors must acknowledge receipt of this amendment prior to the specified bid submission deadline. Acknowledgment can be completed by signing and returning the amendment form, acknowledging receipt on each copy of the submitted offer, or submitting a separate electronic or written communication referencing the solicitation and amendment numbers. Failure to acknowledge the amendment prior to the designated hour and date may result in the rejection of the offer.

This document is a pre-bid site visit sign-in sheet for Solicitation No. 140R1026B0002, a federal government procurement project titled "Speelyi Beach Shoreline Protection." The site visit took place on July 1, 2026, at 10:00 AM PST. The document records the attendance and contact details of various contracting representatives interested in the shoreline protection project. Participating organizations and businesses include Cascade Civil Corp, Awalix LLC, Rehbein Enterprises, S.E.A. Construction, Ahtna, Neenay Senan Theelaks, Thayer Excavating, Granite Construction, and Wade Zaga Services, among others. Contact information recorded for the attendees includes phone numbers and email addresses to facilitate further communication and coordination regarding the bidding process.

This document outlines the technical specifications and solicitation details (Solicitation Number: 140R1026B0002) issued by the Bureau of Reclamation for the Speelyi Beach Shoreline Protection project. Located near the Speelyi Beach Day Use Area at the Cle Elum Reservoir in Kittitas County, Washington, the project is a component of the Yakima River Basin Water Enhancement Project Integrated Plan. The scope of work involves constructing shoreline protection along the reservoir. Principal tasks include earthwork, clearing and grubbing, tree removal, temporary access road construction and subsequent removal, trench excavation, site grading, riprap placement, geotextile fabric installation, culvert installation, selective demolition, and in-kind fence replacement. Work must be performed "in the dry" when the reservoir pool elevation is at or below 2220 feet, typically between September 1 and April 1. The solicitation features a base Price Schedule and an Optional Price Schedule A, both structured as lump-sum contract line items (CLINs) for bidding. Additionally, the specifications establish strict administrative and operational guidelines, requiring the contractor to implement a web-based Contract Document Management System (CDMS) for tracking submittals, requests for information (RFIs), and daily inspection reports. The contractor must also designate a qualified scheduling representative to develop and maintain a detailed monthly Critical Path Method (CPM) construction schedule utilizing Oracle Primavera P6 software. Strict environmental restoration, equipment cleaning protocols to prevent invasive species, and public safety coordination with the US Forest Service are also mandated.