Kinney Creek Trail Bridge Replacement

Questions & Answers / Clarifications

This document provides additional questions and answers related to Solicitation 127EAV26Q0010 for the Kinney Creel Trail Bridge.

• Existing Bridge Removal: While plans indicate the bridge is removed, bidders should plan to remove and dispose of charred bridge timbers and small bits of steel remaining from the prior structure. Disposal is to be near the site on forest lands as directed by the COR.
• Rip Rap Requirement: The new drawings specify Rip Rap (STD 964-10-02a). However, the requirement is to rearrange existing material on-site to protect the new concrete sills. This work is considered incidental to the bridge installation.
• Work Site Pictures: Pictures of the work site are provided, showing the current condition of the existing bridge, which is a timber structure.

This Q&A clarifies the scope of work related to bridge removal and rip rap, confirming that existing materials are to be utilized for rip rap and providing visual context of the site.

Amendment / Modification

This amendment to solicitation 127EAV2600010 modifies the original solicitation as follows:

• Provides Questions and Answers.

• Updates drawings, specifically the "Final Bridge Plan."

• Extends the solicitation due date from January 23, 2026, to January 30, 2026.

• Solicitation due date.

• Drawings (Final Bridge Plan).

• The deadline for submitting offers has been extended to January 30, 2026.

• Bidders should acknowledge receipt of this amendment and ensure their offers reflect any changes necessitated by the updated drawings and Q&A.

Questions & Answers / Clarifications

This document provides clarifications and answers to vendor questions regarding Solicitation 127EAV26Q0010 for the Kinney Creek Trail Bridge.

• Clear Width: The bridge clear width will be 5 feet.
• Bridge Width: The bridge width will be determined by the fabricator.
• Contract Time: The period of performance is 730 days after receipt of Notice to Proceed (NTP); the solicitation's listed completion date is an estimate.
• Project Magnitude: The estimate is for scale; bidders should provide costs higher or lower than the provided magnitude.
• Drawings: A6 J3 Drawing Final Bridge Plan in the attachment section supersedes previous drawing discrepancies.
• Abutment Width: Bridge width plus 3 feet.
• Abutment Height: The sill will be 30" square as shown on STD_964-10-03.
• Gabions: Gabions are not required.
• Benchmark/Elevation: The bridge will be installed at the same grade as the existing structure to minimize backfill. Benchmarks will be established on-site.
• Sheet 5: Sheet 5 has been replaced.
• Motorcycle Access: Allowed.
• Erosion Control: Minimal exposed ground is expected; no specific erosion control is anticipated.
• Licensing: Contractors must comply with all applicable federal, state, and local licensing requirements, specifically Idaho requirements for work in Idaho.
• Aluminum Bridge: A painted aluminum bridge is not an acceptable alternative to steel.
• Closing Date Extension: Possible.
• Bid Bond: Not required; performance and payment bonds are required if selected.
• Bridge Outage: The new structure must be installed by the project completion date.

This Q&A document clarifies several key aspects of the solicitation, including technical specifications, contract terms, and submission requirements. Bidders should review these answers carefully to ensure their proposals accurately reflect the government's needs and the project's scope.

Forms / Attachments / Pricing Sheets

This document contains the construction plans for the Kinney Creek Trail Bridge Replacement project (Bridge No. 221-1.5). It provides detailed drawings, specifications, and notes necessary for the construction of a new prefabricated steel trail bridge.

• Sheet Index: Lists all included drawings and their titles.
• General Notes: Outlines specifications for materials (steel, timber, lumber), fabrication, design requirements, erection/removal plans, and preservative treatments.
• Schedule of Items: Lists estimated quantities for various construction components.
• Bridge Plan and Profile View: Shows the layout, dimensions, and elevation of the new bridge and its approaches.
• Details: Includes specific details for timber sill on gabion basket, bearing shoe, grade beam, and typical sections.

This document is critical for potential bidders as it defines the technical requirements, materials, and construction methods for the bridge replacement. Bidders must review these plans thoroughly to understand the scope of work, estimate costs, and prepare a compliant proposal. Key information includes material specifications (e.g., weathering steel, specific timber grades and treatments), design standards (AASHTO LRFD), and construction details for foundations and the bridge structure itself.

Form / Attachment / Pricing Sheet

This document is an "Experience Questionnaire" (FS Form 6300-27) used by the USDA Forest Service to gather information from potential contractors regarding their experience and capabilities. Bidders must complete this form to demonstrate their qualifications for an opportunity.

• Contractor Information: Name, address, telephone number.
• Business Type: Classification (Company, Corporation, etc.).
• Experience: Years of experience in the line of work and in contracting (prime/sub-contractor).
• Past Performance: Details of projects completed in the last three years, including contract amount, type of project, date completed, and owner contact information.
• Current Commitments: List of concurrent contractual commitments.
• Past Failures: Disclosure of any uncompleted work or work completed by performance bond.
• Site Inspection: Confirmation of project site visits.
• Organization & Work Availability: Minimum/maximum employees, payroll status, available equipment, and estimated progress rates.
• Individual Experience: Experience of principal individuals.
• Equipment: List of owned or rented equipment with maintenance plans.
• Quality Control: Contractor self-inspection procedures.
• Certification: Official certification of the accuracy of the provided information.

Completion of this questionnaire is crucial for bidders to provide evidence of their capacity and past performance. The information submitted will be used by the Forest Service to assess the bidder's qualifications and ability to successfully perform the work contemplated by the solicitation.

Other / Unclassified

This document is a General Decision Number (ID20250086) issued by the U.S. Department of Labor, Wage and Hour Division, detailing prevailing wage rates for highway construction projects in specific counties of Idaho. It includes modifications and effective dates, along with detailed wage and fringe benefit rates for various construction classifications (e.g., Cement Mason, Carpenter, Electrician, Laborer, Operator, Truck Driver). The document also outlines identifiers for different types of wage rates (Union, Survey, State Adopted) and provides a process for appealing wage determinations.

This document is crucial for bidders on highway construction projects in the specified Idaho counties. It establishes the minimum wage rates and fringe benefits that must be paid to laborers and mechanics employed on such projects, as required by federal law (e.g., Davis-Bacon Act). Bidders must use this information to accurately estimate labor costs in their proposals and ensure compliance with wage regulations if awarded the contract.

Form / Attachment / Pricing Sheet

This document is a "Schedule of Items" for Solicitation # 127EAV26Q0010, related to the Kinney Creek Trail Bridge Replacement project at the Payette National Forest. It details the specific items for which bidders must provide pricing.

• Project: Kinney Creek Trail Bridge Replacement

• Unit: Payette National Forest

• Solicitation Number: 127EAV26Q0010

• Items: Includes mobilization (with helicopter), soil erosion control, removal of existing bridge, structure excavation and backfill, design/purchase/transport of a prefabricated steel trail bridge and rock gabions, and installation of the prefabricated modular steel trail bridge and concrete sills.

• Pricing: Bidders must insert a quote opposite each listed pay item. Quotes are not to be tendered for unlisted items, as they are considered indirect costs.

• Pre-Award Questions Deadline: Emailed questions are due by January 19, 2026.

• Quote Submission Deadline: Quotes must be emailed to Ma Estrellita Dasmarinas (maestrellita.dasmarinas@usda.gov) by January 23, 2026.

• Cost Inclusion: Offerors must include all costs for contractor-furnished helicopter support and required bonding within their total evaluated price. Bond premiums should be included under "Mobilization (Includes helicopter)".

• Completeness: Responses without prices for each item and sub-item may be rejected. Quantities less than listed may also be rejected.

• Award: The Forest Service intends to award a single contract for all listed items.

Forms / Attachments / Pricing Sheets

This document contains construction plans and details for the Kinney Creek Trail Bridge Replacement project (Bridge No. 221-1.5) located in the Payette National Forest, Council Ranger District, Adams County. It provides technical specifications, drawings, and quantities necessary for the construction of the bridge.

• Sheet Index: Outlines the content of each sheet, including summary of quantities, general notes, bridge plan and profile views, and connection details.
• General Notes: Details specifications for materials (steel, timber, lumber), fabrication, design requirements (AASHTO LRFD), erection/removal plans, and preservative treatments for wood components.
• Schedule of Items: Lists the estimated quantities for various construction items.
• Drawings: Includes detailed views of the bridge plan, profile, timber sill on gabion basket, timber sill connection, and bearing shoe details.
• Point Table: Provides coordinates and elevations for key points related to the bridge construction.

This document is critical for potential bidders as it defines the technical requirements, materials, and construction methods for the bridge replacement. Bidders must review these plans and specifications to accurately estimate costs, develop a construction plan, and ensure compliance with all government standards and requirements. The detailed drawings and notes are essential for understanding the scope and complexity of the project.

Form / Attachment / Pricing Sheet

This document outlines the government's requirement for the use of biobased products in accordance with federal regulations (Farm Security and Rural Investment Act of 2002 and Energy Policy Act of 2005). It serves as a statement of intent for contractors regarding the utilization of these products.

• Requirement: Mandates the use of biobased products where reasonably available, meeting performance standards and pricing.
• Product Categories: Refers to categories listed by the USDA in 7 CFR part 3201, subpart B.
• Contractor Certification: Requires the contractor to certify their understanding of the biobased product requirement.
• Statement of Intent Options:
  • No Biobased Products: If no biobased products are expected, the contractor must certify this and agree to update the form if products become required.
  • Non-Designated Products: If non-designated products are proposed, a justification must be provided.
  • Biobased Products Utilized: A section to list all biobased products, recycled-content products, and environmentally preferable products to be acquired, used, and installed.
• Signatory Information: Fields for Company Name, Representative's Name, Signature, and Date.
• Contracting Activity Section: Fields for Contract Number and Award Date (to be completed by the government).

Bidders must review this document to understand the specific requirements and their obligations regarding the use of biobased products. They need to determine if they can comply with these requirements and accurately complete the relevant sections of the form as part of their proposal or contract execution. Failure to comply may result in penalties.

Amendment / Modification

This document details numerous modifications and deletions to various sections of the Forest Service Supplemental Specifications for the Kinney Creek Trail Bridge project. Key changes include:

• Section 101 (Terms, Format, and Definitions): Deletes references to Transportation Acquisition Regulations (TAR), adds acronyms (AFPA, MSHA, NIST, NESC, WCLIB), adds SI symbols (mp, ppm), and revises definitions for Bid Schedule, Bridge, Contractor, Culvert, and Right-of-Way, adding definitions for Adjustment in Contract Price, Change, Design Quantity, Forest Service, Neat Line, Pioneer Road, Purchaser, Protected Streamcourse, Road Order, Schedule of Items, and Utilization Standards.
• Section 102 (Bid, Award, and Execution of Contract): Deletes the entire section.
• Section 103 (Scope of Work): Deletes all but subsection 103.01 (Intent of Contract).
• Section 104 (Control of Work): Deletes sections 104.01, 104.02, and 104.04, and adds subsection 104.06 (Use of Roads by Contractor).
• Section 105 (Control of Material): Adds requirements for government-provided sources, including compliance with 30 CFR 56, subparts B and H, and specifies that crushed aggregate is contractor-furnished, with no government commitment for price, quantity, quality, or availability. It also details requirements for borrow sources and waste sites.
• Section 106 (Acceptance of Work): Replaces subsection 106.01 with FAR Clause 52.246-12 (Inspection of Construction) and details procedures for disputing government test results and alternatives to removing non-conforming work. It also deletes subsection 106.07.
• Section 107 (Legal Relations and Responsibility to the Public): Deletes subsections 107.05, 107.06 (partially), and 107.09, and adds detailed requirements for Environmental Protection, including a Hazardous Spill Plan.
• Section 108 (Prosecution and Progress): Deletes the entire section.
• Section 109 (Measurement and Payment): Deletes subsections 109.06, 109.07, 109.08, and 109.09. It also revises definitions for contract quantity and adds definitions for Thousand Board Feet (Mbf) and Actual Quantity (AQ).
• Section 151 (Mobilization): Adds requirements for cleaning all equipment used at the project site prior to entry and for subsequent move-ins.
• Section 152 (Construction Survey and Staking): Adds details on vertical and horizontal control, materials for stakes, construction requirements, roadway cross-sections, slope stakes, clearing limits, centerline reestablishment, culverts, and miscellaneous survey items. It also replaces Table 152-1 and Table 152-2 with updated tolerances and specifies "Class A" for tolerance class. Measurement and payment for this section are deleted.
• Section 154 (Contractor Sampling and Testing): Replaces descriptions for work, testing, measurement, and payment, indicating that this work is an indirect payment.
• Section 155 (Schedules for Construction Contracts): Deletes the entire section.
• Section 156 (Public Traffic): Deletes the entire section and replaces it with new requirements for controlling and protecting public traffic, including material specifications, general requirements, temporary traffic control, and temporary closures.
• Section 157 (Soil Erosion Control): Replaces general requirements with detailed instructions for submitting a Dewatering and Sediment Erosion Control Plan, including specific concerns and measures. It also adds standard practices for protecting aquatic organisms and deletes subsection 157.11 (Temporary Turf Establishment).
• Section 171 (Weed and Disease Prevention): Adds requirements for washing and treating construction equipment, including material specifications, general procedures, equipment use, washing, inspection, acceptance, measurement, and payment (included in Mobilization).
• Section 201 (Clearing and Grubbing): Replaces descriptions, adds marking requirements for trees to be removed, modifies clearing criteria, and specifies disposal of merchantable timber. Measurement and payment are deleted.
• Section 204 (Excavation and Embankment): Revises definitions for Borrow Excavation, deletes Conserved Topsoil, modifies preparation for embankment construction, adds requirements for embankment construction over 6 feet high, and details compaction methods. It also modifies finishing requirements for surfaced and unsurfaced roads and adds Table 204-2 for construction tolerances, specifying "Class B" for tolerance class. Disposal of unsuitable or excess material is revised. Measurement and payment are deleted.
• Section 208 (Structure Excavation and Backfill for Selected Major Structures): Adds material requirements and general procedures, including submission of a work plan and details on structural backfill.
• Section 251 (Riprap): Deletes sampling and testing requirements for riprap.
• Section 308 (Minor Crushed Aggregate): Modifies compaction and finishing requirements, adds a note to the sampling and testing table for crushed aggregate compaction frequency, and adds measurement details.
• Section 556 (Bridge Railing): Replaces the first sentence of 556.01, adds Guardrail to the table in 556.02, and replaces 556.05 with new requirements for Steel Railing and Approach Railing.
• Section 571 (Prefabricated Bridges): Adds requirements for design, fabrication, delivery, and installation of prefabricated modular bridge superstructures, including materials, design requirements, shop drawings, general procedures, performance, measurement, and payment.
• Section 705 (Rock): Adds requirements for Streambed Simulation Rock, including general specifications and gradation requirements in Table 705-5.

All sections from 101 through 705 have been affected by these modifications, deletions, or additions.

These changes significantly alter the technical specifications, requirements, and administrative procedures for the project. Bidders must carefully review all modified sections to ensure their proposals accurately reflect the updated requirements. Deadlines and submission details are not explicitly mentioned as changed in this summary, but bidders should verify any associated deadlines or submission instructions in the original solicitation documents.

Solicitation / RFP / RFQ

This solicitation is for the replacement of the Kinney Creek Trail Bridge on the Payette National Forest, approximately 32 miles Northwest of Council, Idaho. The project involves the design, purchase, delivery, and installation of a 40-foot span prefabricated steel truss trail bridge and two rock gabions. The existing bridge will be removed, and all nonnative components must be removed from the forest. The site is remote and requires the use of a helicopter for transport of bridge components.

• Design, purchase, delivery, and installation of a 40-foot span prefabricated steel truss trail bridge.

• Installation of 2 rock gabions.

• Removal of the existing bridge and all nonnative components.

• Contractor-furnished helicopter support for delivery of materials, equipment, and bridge components.

• Design to be by LRFD with specified loading, requiring stamped drawings and calculations 21 days prior to fabrication.

• Adherence to Resource Protection Measures (RPMs) for general, fisheries/hydrology, wildlife, cultural resources, and noxious weeds.

• Compliance with all applicable Federal, State, and local laws and regulations, FAA requirements, and aviation safety requirements.

• Submission of a Helicopter Operations Plan.

• Cleaning of all equipment and tools to prevent the spread of noxious weeds.

• Pressure-washing of all construction equipment before entering National Forest System lands.

• Project Magnitude: $25,000 to $100,000.

• Contract Type: Firm Fixed Price (FFP) single award.

• Period of Performance: 02/02/2026 to 09/30/2028 (730 calendar days after Notice to Proceed).

• Performance Bond: 100% of the original contract price.

• Payment Bond: 100% of the original contract price.

• Proposal Submission Deadline: 1700 MT, 23 January 2026, via email to maestrellita.dasmarinas@usda.gov.

• Questions Deadline: 1700 MT, 09 January 2026, via email to maestrellita.dasmarinas@usda.gov.

• Evaluation Factors: Best value tradeoff process, considering Technical Approach, Past Performance, Experience, and Price.

• Offerors must have an active entity registration in the System for Award Management (SAM).

• Set Aside: Total Small Business.

• NAICS Code: 237310 – Highway, Street, and Bridge construction.

• Small Business Size Standard: $45 million.

• The site is remote and access is limited to hiking or pack stock.

• The best time to install the bridge is likely between March 15th and June 30th.

• Utilities are not available at the site.

• The contractor is responsible for all costs associated with contractor-furnished helicopter support and required bonding.

Forms / Attachments / Pricing Sheets

This document, titled "A6 J6 Progress Schedule.rtf," appears to be a progress schedule or a template for reporting progress on a project. It is likely intended to be used by contractors to track and report their progress against a planned schedule.

The document contains a table with columns for:

• Project
• Unit
• Contract No.
• Contract Time
• Item of Work
• Percentage Completion (with specific percentages listed: 0, 10, 20, 30, 40, 50, 60, 70, 80, 90, 100)

It also includes sections for:

• Instructions for completion and submission.
• Fields for "Submitted By," "Reviewed and Approved," and "Date."

Bidders will need to understand this document to accurately complete and submit progress reports as required by the contract. It outlines the expected format and content for tracking project milestones and overall completion. The instructions provide guidance on how to fill out the schedule, including how to represent planned vs. actual progress and how to submit the document.