Kenai Lake Work Center Storage and Security

Form / Attachment / Pricing Sheet

This document is an estimate from the City of Seward Electric Department for services and materials provided to the US Forest Service. It details specific items, quantities, unit prices, and total costs.

• Order #: SWO.4302
• Date: 04/03/2026
• Bill To: US Forest Service, Crown Point, AK
• Ship To: US Forest Service, Crown Point, AK
• Scheduled Delivery: 03/31/2026
• Items: Includes labor (engineer, lineman), vehicle rentals (pickup truck, derrick truck, excavator), equipment rentals (trailer, air compressor), and materials (ground rods, clamps, copper wire, PVC, couplings, bell ends).
• Pricing: Itemized unit prices and total prices for each line item.
• Totals: Subtotal ($25,271.01), Overhead ($3,462.13), and Grand Total ($28,733.14).

This document provides a detailed breakdown of estimated costs for electrical services and materials. Bidders may use this as a reference for pricing similar services or to understand the cost components of the opportunity if this estimate is related to a larger solicitation.

Questions & Answers / Clarifications

This document provides clarifications and answers to vendor questions regarding solicitation 1240BJ26Q0003 for the Kenai Lake Work Center Storage and Security project.

• Bay Spacing: The specified 25' bay spacing on frames is required for ingress/egress of large equipment and materials.
• Clearance: The front opening requires a clear height of 12'10". The roof slope dictates the low-end height.
• Wall Cladding: Sidewalls, endwalls, and the top of the front wall are to be clad in metal wall panels/siding.
• Optional Fencing: Electrical conduit for optional security fencing should be included in the Option Item pricing, not the Base Item pricing.
• Field Office: A field office for the project team is not required.
• Foundation: Insulated Concrete Forms (ICFs) may be an acceptable alternative for the underground portion of the foundation if dimensions and reinforcement match the drawings.
• Accreditation: Manufacturer's QA/QC program with third-party review is acceptable if the referenced "International Accreditation Service AC472" is not a standard inspection program.
• Roof Warranty: A weathertightness warranty for the specified through-fastened roof panel is not applicable; other manufacturer warranties still apply.
• Deflection Limits: Contractors must design for serviceability per AISC Design Guide No. 3, ensuring deflections do not exceed the maximum values specified in paragraph 3 of the solicitation.
• FM Global Listing: Components should comply with FM Global 4471, but a project-specific listing is not required. UL 90 roof uplift criteria must be met.
• Energy Performance: Energy performance requirements are not applicable to this three-sided (open) building.
• Secondary Framing: G-90 pre-galvanized steel may be acceptable for secondary framing, depending on the component, as per specifications.
• Panel Finishes: A "prime + two coat fluoropolymer" finish is acceptable for metal roof and wall panels, meeting the three-coat system requirement.
• Transformer Relocation: The cost for relocating the transformer should be coordinated with Seward Electric, with a focus on minimizing downtime. A short interruption is acceptable.
• Site Materials: Backfill, base course, pad surface, and drain rock materials are detailed in specification sections 312000, 321123, and drawing S1.0.
• Drainage: Perf pipe is eliminated; swales should be created and graded to drain. The storage yard material is well-draining.
• Excavated Soils: Excess excavated materials can be placed at a designated site at the south end of the storage yard pad.
• Geotechnical Info: Geotechnical information will be provided as an attachment.
• Site Clearing: Minimal brush clearing for the new fence can be done by the Forest Service.
• On-site Camping/Housing: Limited camping is available on adjacent Forest Service land with an approved plan; contractors must provide self-contained units. No other housing is available.
• Historic Preservation: The Historic Preservation Treatment Specialist is not required on-site at all times. An archeologist may be present during excavation.
• PWD Wainscot: Specified as bare ¾” CDX plywood, per drawing A8.1 Detail 6.
• Generator/Tank Relocation: The pole barn location may need to shift south to avoid existing generator/tank. Base Item pricing assumes construction south of the existing transformer.
• Gate Controller: No existing card access system needs to be compatible with the new gate controller.
• Metal Building Specs: The awarded contractor is responsible for procuring a pre-engineered metal building and submitting detailed design drawings and calculations.
• Plywood Attachment: The attachment method for 3/4" plywood will be determined during the detailed design of the pre-engineered metal building.
• Fiber Optic Run: The distance from the Server Room to the gate operator location is approximately 500 feet.
• Existing Pad Grade: The existing pad requires grading to match designed elevations for building corners and drainage. Full storage yard grading is a separate future project.

These clarifications address technical specifications, material requirements, site preparation, and logistical details, potentially impacting bidder proposals and pricing. No changes to due dates or submission rules were indicated.

Form / Attachment / Pricing Sheet

This document is a site layout drawing for the Kenai Lake Work Center Pole Barn project. It provides a visual representation of the proposed construction area, including existing and proposed structures, utilities, and site features.

• Site Layout: Depicts the approximate location of the pole barn, future heated storage, and associated infrastructure.
• Drainage: Indicates the requirement for contractors to create drainage swales on the north, south, and east sides of the structure. It also notes that perf pipe at the foundation is to be removed from the scope.
• Utilities: Shows existing and proposed electrical and water distribution systems.
• Security Fence: Details notes regarding the installation of a security fence, including its dependency on project funding and specific placement relative to buildings.
• Notes: Includes important information regarding separate contracts for water and sewer infrastructure, site grading, and electrical relocation coordination with Seward Electric.

This drawing is crucial for bidders to understand the physical site conditions, the scope of work related to site preparation and drainage, and the placement of the proposed pole barn. It highlights specific requirements for site modifications and coordination with other ongoing or planned work, which will impact proposal preparation and execution.

Form / Attachment / Pricing Sheet

This document is a geotechnical investigation report detailing subsurface soil conditions and percolation test results for the USFS Kenai Lake Work Center. It provides data relevant to the proposed administration building expansion, access road, and leach field areas.

• Test Pits: Nine test pits (TP-1 through TP-4, TP-6 through TP-10) were excavated to a nominal depth of 9 feet.
• Percolation Tests: Conducted in four test pits (TP-7, -8, -9, -10) to determine soil percolation rates in silt and gravel layers.
• Soil Characterization: Includes laboratory tests (Moisture Content/Classification, Gradation, Fines Wash) and field observations.
• Key Findings:
  • Organic silt and peat layers are present at shallow depths.
  • Varied gravelly soil layers with sand and silt are prevalent.
  • Cobbles and boulders were encountered in several locations.
  • No groundwater was encountered.
• Recommendations for Proposed Roadway: Requires excavation of organics and frost-susceptible soils, with a specified structural section including HMAC, aggregate base, and selected material.

This report provides critical geotechnical data that will inform bidders about the subsurface conditions at the project site. Understanding soil types, their properties (like gradation and moisture content), and percolation rates is essential for designing and constructing the proposed facilities, particularly the access road and leach field. Bidders should review this data to assess potential construction challenges, material requirements, and site preparation needs.

Questions & Answers / Clarifications

This document provides answers to vendor questions regarding Solicitation 1240BJ26Q0003 for the Kenai Lake Work Center Storage and Security project.

• Bay Spacing: The 25' bay spacing on frames is required for ingress and egress of large equipment and materials; custom spacing (10-15') is not permitted.
• Clearance Height: A minimum clear opening height of 12'10" is required at the front elevation. The roof slope and this height dictate the low-end clearance.
• Wall Cladding: Sidewalls and endwalls, as well as the top of the front wall, are to be clad in metal wall panels/siding.
• Optional Security Fencing: Electrical conduit for the optional security fencing should be included in the pricing for the Option Item, not the Base Item.
• Field Office: Bidders are not required to provide a field office for the Forest Service project team.
• Foundation Alternate: Insulated Concrete Forms (ICFs) may be an acceptable alternative for the underground portion of the foundation, provided they can replicate the dimensions, volume, and shape of the concrete and reinforcement shown in the drawings.

These clarifications confirm specific design requirements and construction methods, impacting how bidders should prepare their proposals and pricing. No changes to due dates or submission rules were indicated.

Form / Attachment / Pricing Sheet

This document is a "Phasing Plan" drawing (Sheet C1.2) for the Kenai Lake Work Center project. It visually outlines the proposed sequence and scope of construction phases for various facilities and utilities.

• Phasing Notes: Details the scope of work for each phase (A through F), including utilities, office building expansion, heated storage, pole barn, and future expansions.
• Site Plan: A map illustrating the proposed locations and layouts of new and existing structures, roads, parking areas, and utility lines corresponding to each phase.
• Phase Designations: Clearly labels different areas of the site with phase identifiers (e.g., A-1, A-2, B-1 through B-5, C-1, C-2, D-1, E-1, F-1).
• Key Dates: Indicates the drawing date as September 17, 2021.

This drawing provides a critical overview of the project's staged development. Bidders can use this to understand the sequence of construction, the scope of work planned for each phase, and how different components of the project are intended to be built over time. This is essential for understanding the overall project timeline and potential contract packaging or sequencing.

Statement of Work (SOW)

This Statement of Work outlines the requirements for construction and related activities at the Kenai Lake Work Center (KLWC).

• Base Bid: Includes grading the existing storage yard for stormwater drainage, installing dry utilities to a new pole barn, and constructing the pole barn building according to provided plans and specifications.
• Bid Option: Includes installing a security fence and gates around the storage yard as per plans and specifications.

Kenai Lake Work Center (KLWC), Mile 24 Seward Highway, Seward AK 99664.

Not explicitly stated, but implies on-site performance at the KLWC.

• Postage and Fees: Contractor is responsible for all postage and fees related to submitting information, forms, and reports.
• Marking: All submitted information must clearly indicate the Contract Number.
• Packing and Marking: Shipments must be addressed to the Contractor, not the Government.
• Project Labeling: Official correspondence must reference the Government-issued contract number.
• Contracting Officer's Representative (COR): The COR monitors and enforces contract terms. They can clarify technical requirements but cannot issue changes to the scope of work.
• Post Award Conference: A conference will be held via Microsoft Teams within 10 days of contract award.
• Measurement and Payment: Invoices are submitted via the electronic Invoice Processing Platform (IPP). A "schedule of values" detailing costs for each activity is required for approval.
• Project Management: A competent Project Manager must be on-site for the duration of on-site performance and until final inspection and acceptance.
• Rights of Entry: Contractor must obtain necessary permissions to enter private property for surveys and setting monuments, and assumes responsibility for any damages.
• Damages: Contractor assumes all risks of injury to persons or property and indemnifies the Government. Restrictions apply to cutting fences, leaving gates open, and using hazardous materials. Property must be left undisturbed.
• Accident Prevention: Contractor must exercise precautions for safety and comply with all applicable federal, state, and local laws and regulations.
• Preservation of Historical and Archeological Data: Contractor must notify the Contracting Officer immediately if any such data is discovered.
• Environmental Impact: Contractor is responsible for handling, transporting, storing, and disposing of all waste materials in accordance with applicable laws and regulations. Specific federal acts are listed.
• Hazardous Materials: Any suspected hazardous material must be brought to the attention of the Contracting Officer for determination and potential testing, which may result in a contract modification.

Form / Attachment / Pricing Sheet

This document, "C-2 Attachment 2 Specifications.pdf", contains project specifications for the "KENAI LAKE WORK CENTER POLE BARN" project. It details the technical requirements for various aspects of the construction.

The document is organized into divisions and sections covering:

• General Requirements (Division 1): Includes summary of work, work restrictions, accident prevention, construction staking, option items, substitution procedures, contract modification procedures, definition of contract line items, payment procedures, mobilization, project management and coordination, construction progress documentation, photographic documentation, submittals, historic preservation treatment procedures, contractor quality control, regulatory requirements, references, and temporary facilities and controls.
• Existing Conditions (Division 2): Covers removal and disposal of structures and obstructions.
• Concrete (Division 3): Details cast-in-place concrete requirements.
• Special Construction (Division 13): Pertains to metal building systems.
• Electrical (Division 26): Includes common work results, low-voltage power conductors and cables, hangers and supports, raceway and boxes, grounding and bonding, identification, lighting control devices, low-voltage service entrance, panelboards, wiring devices, and lighting.
• Earthwork (Division 31): Covers site clearing, rock excavation, earthwork, and exterior improvements.
• Exterior Improvements (Division 32): Includes aggregate course gravel, select borrow, aggregate crushed base course, seeding, and mulching, and tree protection and removal.

This document is crucial for bidders as it outlines the detailed technical specifications and requirements for the construction of the Kenai Lake Work Center Pole Barn. It provides essential information regarding materials, methods, quality control, safety, and specific construction elements that will directly impact the scope, cost, and execution of the project. Bidders must thoroughly review these specifications to accurately estimate costs, develop a compliant project plan, and understand the performance expectations for the construction work.

Form / Attachment / Pricing Sheet

This document is an attachment for Solicitation Number 1240BJ26Q0003, "Kenai Lake Work Center Storage and Security." It serves as a quote template for potential bidders to provide pricing and past performance information.

Pricing Schedule:

• Item 1: Mobilization/Demobilization/Bonding (Lump Sum)
• Item 2: Grading and site work prep for stormwater drainage improvements (Lump Sum)
• Item 3: Installation of dry utilities to the new pole barn building (Lump Sum)
• Item 4: Construction of the new pole barn building per plans and specifications (Lump Sum)
• Item 5 (Option): Relocation of Seward Electric’s transformer
• Item 6 (Option): Installing security fence and gates

Past Performance and Past Experience:

• Bidders must provide information for no more than 3 projects within the last five years that demonstrate similar scope and complexity.
• Required details include customer name, contract number (if applicable), telephone number, email, performance dates, project value, and a brief description.
• For government projects with CPARS evaluations, only the contract number and CPARS note are required.

Solicitation Amendments:

• A section is provided to acknowledge receipt of any amendments to the solicitation, requiring the amendment number and date.

Solicitation Provisions:

• A section is included for any solicitation provisions not already completed in SAM.gov.

This attachment is critical for bidders to:

• Understand the specific cost breakdown required for the project, including optional items.
• Prepare and submit detailed past performance information to demonstrate capability.
• Acknowledge any amendments affecting the solicitation.
• Complete required fields not available in SAM.gov.

Solicitation / RFP / RFQ

This is a combined synopsis/solicitation for commercial items, issued as a Request for Quotation (RFQ) for Kenai Lake Work Center Storage and Security. This announcement constitutes the only solicitation; separate written solicitations will not be issued. The acquisition is set-aside for small business concerns.

• Base Items:

  • Grading and site work prep for stormwater drainage improvements in the pole barn area.
  • Installation of dry utilities to the new pole barn building.
  • Construction of the new pole barn building per plans and specifications.

• Option Items:

  • Relocation of Seward Electric's transformer.
  • Installation of security fence and gates around the storage yard.

• Contract Type: Firm-fixed price.

• Period of Performance: April 21, 2026, to November 30, 2027.

• Delivery: F.O.B Destination.

• Submission Deadline: Quotations must be received via email by 1000 Alaska Standard Time on March 31, 2026.

• Submission Instructions: Submit via email to Eric Oldenkamp at eric.oldenkamp@usda.gov. Quotations must include company name, UEI number, address, email, telephone number, and acknowledge amendments. Pricing must be provided for each line item. Past experience (max 3 projects within the last 5 years) demonstrating similar scope and complexity is required.

• Bid Bond: A 20% Bid Bond is required for quotes exceeding $150,000.

• Payment Bond: A 100% Payment Bond is required for awards between $35,000 and $150,000. Performance and Payment Bonds (100% each) are required for awards greater than $150,000.

• Evaluation Factors: Quotes will be evaluated based on Pricing and Past Experience/Past Performance. The government may consider other sources for past performance information.

• Set-Aside: Total Small Business Set-Aside.

• NAICS Code: 236220 - Commercial and Institutional Building Construction.

• Small Business Size Standard: $45,000,000.00.

• Site Visit: Contact Eryn Boone at 907-250-5627 or eryn.boone@usda.gov to schedule a site visit.

• Attachments: Numerous attachments are referenced, including SOW, Specifications, Plans, Map, Wage Determination, Quote Form, and Bid Bond Form.

Form / Attachment / Pricing Sheet

This document contains construction plans, including site layout, grading, structural details, and electrical plans for a Pole Barn at the Kenai Lake Work Center in Moose Pass, Alaska. It serves as a detailed guide for potential bidders on the physical specifications and requirements of the construction project.

• Site Plans: Details existing conditions, demolition, site layout, grading, and drainage.
• Structural Plans: Includes general notes, foundation details, floor plans, roof plans, elevations, sections, and wall details.
• Electrical Plans: Outlines lighting, power, site plans, and panel schedules.
• Survey Control Points: Maps and tables detailing survey points for site accuracy.
• Phasing Plan: Illustrates the phased approach to construction, including utilities, office expansion, heated storage, and the pole barn itself.

This document is critical for bidders to understand the full scope of work, including the physical dimensions, materials, site preparation, and utility requirements for constructing the pole barn. It provides the technical specifications necessary for accurate bidding and project planning.

Form / Attachment / Pricing Sheet

This document is a map displaying geographical information, likely related to a specific location or area of operations. It shows points of interest such as Crown Point Lodge, Trail River Campground, Kenai Lake Work Center, Ptarmigan Campground, and Teddy's Inn the Woods B & B, along with the Seward Highway.

• Geographical map with terrain and water features.
• Labeled points of interest including lodging, campgrounds, and work centers.
• Road network, specifically the Seward Highway.
• Latitude and longitude coordinates for Crown Point.

This map provides crucial geographical context for the opportunity. Bidders can use it to understand the physical location of potential work sites, access routes, and nearby facilities, which may be relevant for logistical planning, site visits, or understanding the operational environment.

Form / Attachment / Pricing Sheet

This document is a General Decision Number (GDN) for wage determination, specifically for "BUILDING AND HEAVY CONSTRUCTION PROJECTS" in Alaska. It outlines prevailing wage rates and fringe benefits for various construction trades.

• General Decision Number: AK20260001
• State: Alaska
• Construction Types: Building and Heavy (excluding single-family homes and apartments up to 4 stories).
• Effective Date: 01/02/2026 (Publication Date)
• Classifications: Lists numerous job classifications (e.g., Asbestos Workers/Insulator, Boilermaker, Bricklayer, Carpenter, Diver, Electrician, Laborer, Painter, Plasterer, Plumber, Roofer, Sheet Metal Worker, Truck Driver, Welder).
• Rates and Fringes: Provides specific hourly rates and fringe benefit amounts for each classification.
• Geographic Scope: Differentiates rates based on location within Alaska (e.g., North of 63rd Parallel, South of 63rd Parallel, East of 141st Meridian).
• Footnotes: Includes important notes regarding paid sick leave (EO 13706), minimum wage (EO 13658), and specific conditions for certain classifications (e.g., depth pay, enclosure pay, saturation diving, tunnel work premiums).

This document is crucial for bidders to understand the labor costs associated with the opportunity. It establishes the minimum prevailing wage rates and fringe benefits that must be paid to laborers and mechanics employed on the construction project. Bidders must factor these rates into their cost proposals to ensure compliance with federal labor laws.

Form / Attachment / Pricing Sheet

This document is Standard Form 24 (Rev. 10/2023), a Bid Bond. It is used when a bid guarantee is required for a government contract opportunity. The bond ensures that the principal (the bidder) will execute further contractual documents and provide required bonds if their bid is accepted, or pay the government for the cost of procuring the work if they fail to do so.

• Principal: The legal name and business address of the bidder.
• Surety(ies): The name and business address of the surety or sureties providing the bond.
• Penal Sum of Bond: The amount of the bond, typically expressed as a percentage of the bid price or a specific dollar amount.
• Bid Identification: Includes Bid Date and Invitation Number.
• Obligation: Outlines the binding agreement between the Principal, Surety(ies), and the Government.
• Conditions: Specifies the circumstances under which the obligation is void (e.g., successful execution of contract documents).
• Signatures: Spaces for the Principal and Surety(ies) to sign and affix seals.

Bidders must complete and submit this form if a bid bond is required by the solicitation. Failure to provide a properly executed bid bond may result in disqualification. The form requires information about the bidder (Principal) and the surety company providing the bond. Bidders should pay close attention to the penal sum and ensure it meets the requirements specified in the solicitation. Instructions on the form detail how to complete it, including requirements for corporate seals and the authority of signatories.