MOF Williams River at Tea Creek Bridge Replacement

Amendment / Modification

• Amendment 0003 adds the "Vendor Q and A document" to the solicitation.

• The specific sections or attachments affected by the addition of the Q&A document are not detailed, but it is an addition to the overall solicitation package.

• This amendment does not appear to modify proposal deadlines or submission requirements, but bidders should review the newly added Q&A document for any clarifications that may impact their proposals.

Questions & Answers / Clarifications

This document provides responses to vendor questions regarding the MOF Williams River at Tea Creek Bridge Replacement project.

• Line Item 22 – Furnishing Pile Driving Equipment: This item is intended to cover equipment for installing micropiles (Pay Item 55151), not for the piles themselves. It is independent of the piles.
• Pile Proof Test: Performing the proof test on a vertical pile is acceptable, despite plans indicating a battered pile.
• Demolition Operations: The Forest Service will not dictate demolition methods. Contractors must comply with plans, specifications, and conservation measures, specifically referencing conservation measure #28 for crossing structure demolition.
• Debris Shield: The document implies that preventing all concrete from entering the stream during demolition may be impossible due to low clearance, but requires compliance with conservation measures.
• Bypass Pumping / Stream Diversion: Contractors are responsible for sizing bypass pumps. The hydraulic analysis estimated a 2-year flood flow of 2170 cfs, but low water conditions were not estimated.
• In-stream Work Timing: The intended timeframe for in-stream work is July to October, as stated in the plans, overriding a discrepancy with a July 1 - September 15 date mentioned elsewhere.

These clarifications address specific vendor queries regarding equipment, methods, and timelines, which may influence bidding strategy and cost estimations. No explicit changes to due dates or submission rules were noted in this Q&A.

Form / Attachment / Pricing Sheet

This document is a Subsurface Investigation Report for the Williams River Bridge Replacement Project. It provides geotechnical data and recommendations to inform the design and construction of the new bridge.

• Project Overview: Details the location (Monongahela National Forest, Pocahontas County, WV), existing bridge conditions, and project purpose.
• Subsurface Investigation: Describes the drilling and sampling procedures used, including SPT (Standard Penetration Testing) and rock coring.
• Subsurface Conditions: Interprets the soil and rock layers encountered at two test boring locations (B-1 and B-2), including descriptions of topsoil, sand, gravel, sandstone, and shale.
• Conclusions and Recommendations: Offers recommendations for:
  • Site Preparation: Clearing, grubbing, proof rolling, and repair of unsuitable materials.
  • Excavation Considerations: Suitability of existing materials for fill, handling of moisture-sensitive clays/silts, and OSHA guidelines for temporary excavation protection.
  • Structural Fill: Requirements for materials, placement, and compaction.
  • Foundations: Recommendations for shallow spread footings on bedrock for the south abutment and grouted micropiles for the north abutment, with specified bearing capacities.
  • Lateral Loads: Parameters for designing abutment walls and wingwalls.
  • Road Restoration: Compaction requirements for subgrades and asphalt layers.
• Limitations of Study: Notes that findings are based on limited boring locations and do not include environmental assessments.
• Appendices: Include Project Location Maps, General Terms and Symbols, and Test Boring Logs.

This report is critical for bidders as it details the subsurface conditions, potential challenges (e.g., groundwater, soil types), and specific geotechnical requirements for foundation design, site preparation, excavation, fill, and road restoration. Understanding these geotechnical aspects is essential for accurate bidding, project planning, and risk assessment.

Amendment / Modification

• Amendment 0002 adds Attachment 11, the Subsurface Investigation Report.

• Attachment 11 (Subsurface Investigation Report) is added.

• This amendment does not appear to change proposal deadlines or submission requirements. It is noted that offers must acknowledge receipt of this amendment.

Amendment / Modification

• This amendment (0001) changes the bid due date for the solicitation.

• The original bid due date was 04/21/2026 at 0800 AM EST.

• The new bid due date is 05/21/2026 at 1030 AM EST.

• The bid due date, originally specified in the solicitation, has been extended.

• The proposal submission deadline has been extended to 05/21/2026 at 1030 AM EST.

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

This document outlines the construction services required for furnishing and installing a two-span box beam bridge system on FR 135 Tea Creek Campground Bridge Replacement.

• Furnishing and installing a two-span box beam bridge system.

• Construction survey and staking.

• Erosion and Sediment (E&S) control measures.

• Clearing and grubbing.

• Installation of cofferdams and dewatering.

• Excavation for riprap placement.

• Removal of the existing structure.

• Installation of the bridge structure.

• Micro-piling design and installation.

• Roadway subbase and aggregate.

• Asphalt cement.

• Guardrail installation.

• Riprap armoring.

• Turbidity monitoring.

• In-channel Perimeter Control – Fish Relocation (including candy darter monitoring and capturing).

• Stream rehabilitation.

• The contractor must furnish all necessary personnel, material, equipment, services, and facilities.

• Contractor is responsible for identifying commercial sources of material unless otherwise specified.

• Contractor must preserve and protect vegetation not within construction limits.

• Operations must minimize erosion and prevent silting of waterways.

• Contractor must follow all BMP Counter Measures as stated in the NEPA Decision Memo.

• Turbidity monitoring is required.

• Adherence to Best Management Practices (BMPs) for erosion and sediment control.

• Compliance with Spill Prevention Control and Countermeasure (SPCC) Plan.

• Specific requirements for in-channel operations, including candy darter restrictions and trout waters restrictions.

• Monitoring of stream turbidity and adherence to WVDEP water quality standards.

• Project Location: Marlinton Ranger District, Monongahela National Forest.

• Period of Performance: May 4th, 2026 – November 30th, 2027 (310 business days).

• Winter shut down period: December 1st, 2026 – March 30th, 2027 (unless approved to work).

• Instream work restricted to July to October per NEPA decision.

• Contractor must provide a Project Safety Plan.

• Contractor must secure highway permits.

• Contractor must provide portable toilet facilities.

• Contractor is responsible for security of equipment and materials.

• Contractor must submit a traffic control plan.

• No burning permitted.

• Trees required for removal must be performed between November 15th and March 31st.

• Contractor must schedule and execute work to minimize soil erosion.

• Equipment must be cleaned of weeds and seeds before entering National Forest lands.

• Special care to prevent contamination of water with petroleum residues.

• Final cleanup of trash, refuse, and debris is required.

• Protection of cultural resources and habitat of endangered, threatened, and sensitive species.

• Contractor must follow all BMPs outlined in the Decision Memo and Appendices.

• Specific requirements for construction equipment management, refueling, and stockpiled soils.

• In-channel operations require isolation, dewatering, fish relocation, and turbidity monitoring.

• Candy darter monitoring and capture protocols are detailed.

• Specific seed mixes are required for seeding and mulching.

• Non-native invasive plant species (NNIS) monitoring and removal.

• Submittals include: date/revision, project name, contractor/subcontractor names, specifications section, field dimensions, applicable standards, contractor certification, shop drawings, material certifications, testing reports, and other required plans (Safety, Sediment & Erosion Control, Hazardous Spill, Quality Control, Traffic Control, Dewatering & Diversion).

Solicitation / RFP / RFQ

This solicitation is for the MOF Williams River at Tea Creek Bridge Replacement project located on the Monongahela National Forest in Pocahontas County, West Virginia. The project involves furnishing and installing a two-span box beam bridge system. The estimated magnitude of this project is between $1,000,000 and $5,000,000.

• Construction survey and staking

• Erosion and Sediment (E&S) controls

• Clearing and grubbing

• Installation of cofferdams and dewatering

• Excavation for riprap placement

• Removal of existing structure

• Installation of the bridge structure

• Micro piling design and installation

• Roadway subbase and aggregate

• Asphalt cement

• Guardrail installation

• Riprap armoring

• Turbidity monitoring

• In-channel perimeter control

• Fish relocation and removal

• Candy darter monitoring and capturing

• Stream rehabilitation

• Contract Type: Firm Fixed Price (FFP)

• Period of Performance: Completion required by 11/30/2027. Early completion is accepted.

• Estimated Magnitude: $1,000,000 - $5,000,000

• Submission Method: Email completed bids to Kevin.Brown2@usda.gov.

• Bid Deadline: May 11, 2026, no later than 8:00 A.M. (Eastern).

• Bid Requirements: Must include Attachment 1 Schedule of Items (priced), acknowledgement of amendments. Bids exceeding $150,000.00 require a bid bond on Standard Form 24 (SF-24).

• Bid Acceptance Period: Offerors must hold prices firm for 90 calendar days from the bid receipt date.

• Evaluation: Award will be made to the lowest priced, responsible bidder.

• Public Bid Opening: Via Microsoft Teams (link and phone number to be published on SAM.gov).

• Not explicitly stated, but standard FAR clauses regarding small business concerns and other set-asides are included.

• Funds are not presently available; obligation is contingent upon appropriation.

• A site visit is urged and expected.

• Questions due by May 18, 2026, 12:00 PM Eastern Time to Kevin.Brown2@usda.gov.

• The solicitation incorporates numerous FAR clauses by reference, including those related to construction wage rates, buy American requirements, insurance, and performance/payment bonds.

Amendment / Modification

This document details numerous revisions and deletions to various sections of the contract specifications. Key changes include:

• Section 101 (Terms, Format, and Definitions): Updates to definitions, abbreviations, and the addition of a new figure illustrating road structure terms.
• Section 102 (Bid, Award, and Execution of Contract): Complete deletion of this section.
• Section 103 (Scope of Work): Deletion of subsections, retaining only "Intent of Contract."
• Section 104 (Control of Work): Deletion of specific subsections and addition of "Use of Roads by Contractor."
• Section 105 (Control of Material): Modification to the "Use of Material Found in the Work" subsection regarding excess material.
• Section 106 (Acceptance of Work): Replacement of "Conformity with Contract Requirements" and "Visual Inspection" subsections with revised content.
• Section 107 (Legal Relations and Responsibility to the Public): Addition to "Protection and Restoration of Property and Landscape" regarding in-stream work and tree cutting timing, and deletion of a subsection.
• Section 108 (Prosecution and Progress): Complete deletion of this section.
• Section 109 (Measurement and Payment): Deletion of subsections and replacement of a paragraph and table related to "Measurement of Work" and "Contract quantity."
• Section 152 (Construction Survey and Staking): Additions and replacements to "General," "Survey and Staking Requirements," and "Construction Survey and Staking Tolerances" tables, including new methods for P-line staking.
• Section 153 (Contractor Quality Control): Replacement of "Qualifications" and "Records and control charts" subsections.
• Section 155 (Schedules for Construction Contracts): Complete deletion of this section.
• Section 156 (Public Traffic): Complete deletion and replacement of this section, including new requirements for temporary traffic control and road closures.
• Section 157 (Soil Erosion and Sediment Control): Replacement of "General" subsection with revised content and added detail on excavation sequencing.
• Section 201 (Clearing and Grubbing): Complete deletion and replacement of this section with revised description, material, and construction requirements.
• Section 203 (Removal of Structures and Obstructions): Complete deletion and replacement of this section with revised description, material, and construction requirements, including disposal methods.
• Section 204 (Excavation and Embankment): Complete deletion and replacement of this section with revised definitions, material, construction requirements, and measurement details. Includes extensive updates on compaction methods and construction tolerances.
• Section 209 (Structure Excavation and Backfill): Additions to "Dewatering" and replacement of "Compacting" subsection with revised methods.
• Section 210 (Temporary Construction Pad): Replacement of the entire section with revised description, material, construction requirements, and measurement/payment.
• Section 301 (Untreated Aggregate Courses): Addition to "General" and replacement of "Compacting" subsection.
• Section 302 (Minor Crushed Aggregate): Addition to "Placing Crushed Aggregate."
• Section 403 (Asphalt Concrete): Replacement of "Composition of Mix" subsection.
• Section 411 (Asphalt Prime Coat): Replacement of "Weather Limitations" and "Maintenance" subsections.
• Section 412 (Asphalt Tack Coat): Replacement of "Weather Limitations" subsection.
• Section 551 (Driven Piles): Additions to "Installing pile caps, bracing, and all work required to complete the pile assembly."
• Section 552 (Structural Concrete): Revisions to "Description," "Material," "Construction Requirements" (including tables and footnotes), "Delivery," and replacement of multiple subsections related to "Precast Elements," "Certification and/or Quality Assurance," "Tolerances," "Submittals," and "Quality Assurance."
• Section 567 (Micropiles): Addition to "Submittals."
• Section 625 (Turf Establishment): Complete deletion and replacement of this section with revised description, material, construction requirements, and measurement/payment.
• Section 703 (Aggregate): Replacement of "Subbase, Base, Surface Course, and Screened Aggregate" subsection, including revised tables for gradation requirements.
• Section 704 (Soil): Replacement of "Structural Backfill" subsection.

Almost all sections from 101 through 704 have been affected by deletions, replacements, or additions.

Bidders must review all modified sections carefully as they significantly alter the contract requirements, specifications, and measurement/payment criteria. The extensive nature of these changes necessitates a thorough re-evaluation of proposals.

Form / Attachment / Pricing Sheet

This document is a Schedule of Items detailing the various pay items, quantities, and units of measure for the "Tea Creek Bridge over Williams River" project. It serves as a pricing and quantity breakdown for potential bidders.

• Line Item Number: Unique identifier for each task or material.
• Pay Item Number: Government-assigned code for the item.
• Description: Detailed description of the work or material.
• Pay Unit: Unit of measure (e.g., Lump Sum, Feet, Cubic Yard, Ton, Acre, Square Yard, Each).
• Estimated Quantity: The projected amount of each unit required for the project.
• Unit Price: Field for bidders to enter their proposed price per unit (left blank in this document).
• Total: Field for bidders to calculate the total cost for each item (left blank in this document).

This schedule is critical for bidders to understand the scope of work in terms of specific tasks and quantities. Bidders will use this document to develop their pricing proposals by entering unit prices and calculating total costs for each line item. It forms the basis for the contract's financial structure.

Form / Attachment / Pricing Sheet

This document contains detailed engineering drawings and specifications for the FR 135-0.05 Over Williams River Bridge Replacement project.

• Project Identification: Located in the Monongahela National Forest, Pocahontas County, West Virginia.
• Structure Details: Replacement of an existing bridge with a new two-span, side-by-side precast concrete box beam bridge (122.54 ft overall length).
• Design Specifications: Includes design data (AASHTO HL-93 loading, load ratings), material and fabrication notes (concrete, steel reinforcement, prestressing strand, bearing pads), and hydraulic data (drainage area, flow rates, high water elevation).
• Construction Details: Outlines general notes, quantities of work items (mobilization, excavation, concrete, steel, asphalt, etc.), typical road and bridge sections, plan and profile views, cross-sections, and detailed drawings for abutments, piers, micropiles, reinforcement, guardrails, and sign placement.
• Soil Borings: Provides data from soil borings conducted for foundation design.

This comprehensive set of drawings and specifications is critical for potential bidders to understand the full scope of work, technical requirements, material specifications, quantities, and site conditions for the bridge replacement project. It forms the basis for developing accurate bids and execution plans.

Form / Attachment / Pricing Sheet

This document is a map of the Tea Creek Campground area, likely provided as an attachment to a solicitation or statement of work. It serves to visually identify the location of the campground and surrounding points of interest relevant to the opportunity.

• Tea Creek Campground: Clearly marked as the primary location.
• Surrounding Features: Includes Honeycomb Rocks Trailhead, Williams River Road Forest Service Campsite, Little Laurel Overlook, Red Spruce Knob, and Handley Wildlife Management Area.
• Roads: Depicts local roads, including Williams River Road and Route 150.

This map is crucial for bidders to understand the geographical context of the opportunity, particularly if the work involves services or access related to the Tea Creek Campground or its vicinity. It helps in assessing logistical requirements, site accessibility, and the general environment of the performance area.

Other / Unclassified

This document provides instructions on how to follow projects on SAM.gov to receive email alerts for any changes made to a project. It details the steps required to enable these notifications, which include logging into SAM, searching for a project/solicitation number, clicking an ellipsis button, and then clicking 'Follow'. The document also explains how to unfollow a project to stop alerts and advises checking SPAM/JUNK folders for notifications. A sample email alert is provided, showing the information received when a change occurs, including a direct link to view the updated details on SAM.gov.

This document is relevant to bidders as it explains a feature on SAM.gov that allows them to stay informed about updates to opportunities they are interested in. By following an opportunity, bidders can ensure they receive timely notifications about changes, amendments, or new information, which is crucial for preparing accurate and competitive proposals.

Form / Attachment / Pricing Sheet

This document, "Appendix A: BMPs / Conservation Measures," outlines the Best Management Practices (BMPs) and conservation measures that the Forest Service (FS) proposes to implement to reduce potential effects from project activities on candy darter resources. It details specific requirements for minimizing environmental impact during the replacement of road stream crossing structures on Forest Roads (FR) 35, FR999, and FR17.

• Standard Specifications: Adherence to "The Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14)" with specific modifications.
• Project Administration: On-site FS presence for contract administration and oversight.
• Upland Perimeter Control: Installation and maintenance of Erosion and Sediment Control (ESC) BMPs to prevent sediment delivery to aquatic resources.
• Construction Equipment Management: Requirements for equipment cleaning, parking, and movement to minimize sediment tracking and prevent the spread of invasive plant species.
• In-Channel Operations: Strict protocols for in-channel work, including low-flow conditions, stream flow restrictions, and candy darter/trout spawning period restrictions.
• Fish Relocation: Procedures for capturing and relocating fish, including candy darters, prior to dewatering work areas.
• Turbidity Monitoring: Monitoring of stream turbidity as per a separate plan.
• Concrete Operations: Precautions to prevent contamination of streams from wet concrete.
• Stream Rehabilitation: Plans for restoring in-channel aquatic habitats.
• Seeding and Mulching: Requirements for stabilizing disturbed soils.
• Non-Native Invasive Plant Species (NNIS) Monitoring: Post-construction monitoring and removal of NNIS.

This document is crucial for bidders as it defines the environmental protection measures that will be required during project execution. Understanding these BMPs is essential for accurately estimating project costs, developing work plans, and ensuring compliance with environmental regulations. Bidders must incorporate these measures into their proposals and operational plans to mitigate potential impacts on aquatic resources, particularly the candy darter.

Form / Attachment / Pricing Sheet

This document, Appendix B: Proposed Turbidity Monitoring Plan, outlines the plan for monitoring turbidity levels during the replacement of a road stream crossing structure at site WR135 across the Williams River. It details the procedures for species monitoring (specifically for the candy darter) and turbidity monitoring to ensure compliance with environmental protection measures during project implementation.

• Species Monitoring: Focuses on surveillance during in-channel activities and candy darter capture/relocation. It specifies qualifications for personnel involved.
• Turbidity Monitoring: Details the methods for monitoring temporary increases in stream sedimentation. This includes sampling procedures, locations, frequency, and the use of a field turbidity meter. It also outlines actions to be taken if turbidity levels exceed established standards.
• Incidental Take Estimates: Provides estimated numbers of candy darters that may be incidentally taken during various work cell activities.
• Qualifications: Outlines minimum qualifications for Species Monitors, environmental inspectors, and turbidity monitors, requiring degrees in natural/applied science and specific years of experience.
• Definitions: Includes definitions for key terms such as "In-channel work," "Top of Bank," and "Low-flow Conditions."

This plan is crucial for bidders to understand the environmental compliance requirements and monitoring protocols associated with the project. It highlights the need for qualified personnel and specific procedures to protect aquatic environments, particularly the candy darter. Bidders should note the detailed requirements for species and turbidity monitoring, as these will impact project execution and may require specific expertise or subcontractors. The plan also specifies the review and approval process involving the Forest and U.S. Fish & Wildlife Service for various project-related plans and personnel qualifications.

Form / Attachment / Pricing Sheet

This document is a routine inspection report for the WILLIAMS RIVER bridge, located on Route 135 at Mile Point 0.05. It details the condition of the bridge as of the inspection date.

• Structure Information: Structure Number 092104000001010, Bridge Name WILLIAMS RIVER, Route 135, Mile Point 0.05.
• Inspection Details: Inspection Date 07/29/2025, Team Leader Ben Shaffer.
• Condition: The overall structure condition is rated as 'F - Fair'. Specific component ratings are provided, with the deck and superstructure rated as 'FAIR' and substructure as 'SATISFACTORY'.
• Load Rating: The bridge has load ratings for various configurations, with the lowest being 1.03 for an AASHTO SU6 truck.
• Maintenance & Future Actions: The bridge is scheduled for replacement in the 2026-2027 construction season. A new, higher structure will be built upstream, and the existing structure will be demolished. A critical finding (FY21_USFS_CF18) notes that the bridge is scour critical, with a temporary countermeasure installed. Future actions indicate HL-93 Bridge is being constructed by GAOA.

This report provides critical information about the current state of the bridge and its planned replacement. Bidders interested in opportunities related to bridge construction, maintenance, or demolition in this area should note the planned replacement timeline (2026-2027) and the scour critical nature of the existing structure. The detailed condition assessment may inform future project scopes and requirements.

Other / Unclassified

This document is a Decision Memo regarding the replacement of the existing bridge over the Williams River on Forest Road (FR) 135, which provides access to the Tea Creek Campground and nearby trails. The project involves constructing a new, two-span bridge approximately 100 feet upstream of the current structure. The new bridge will be approximately 122 feet long. The project also includes vertical realignments of FR 86 (600 feet) and FR 135 (500 feet) to connect to the new bridge. The existing bridge will be removed after construction. The document details the purpose and need for the replacement, the proposed action, reasons for categorical exclusion from environmental assessment, and considerations for extraordinary circumstances and resource conditions (including federally listed species, floodplains, wetlands, and cultural resources).

This document outlines a project for bridge replacement and road realignment. While it does not appear to be a solicitation for bids, it describes a government project that may lead to future contracting opportunities. Potential bidders interested in civil engineering, bridge construction, road construction, environmental mitigation, and related services in the Monongahela National Forest area may find this information relevant for understanding upcoming project scopes and requirements. The document specifies the location, scope of work, and environmental considerations, which could inform a bidder's interest and preparation for future solicitations related to this or similar infrastructure projects.

Form / Attachment / Pricing Sheet

This document is a General Decision Number (GDN) for wage determination, specifically for highway construction projects in Logan, Monroe, Nicholas, Pocahontas, and Webster Counties in West Virginia. It outlines prevailing wage rates and fringe benefits for various construction labor classifications.

• General Decision Number: WV20260098, dated 01/02/2026.
• Superseded Decision Number: WV20250098.
• State: West Virginia.
• Counties: Logan, Monroe, Nicholas, Pocahontas, and Webster.
• Construction Type: Highway.
• Labor Classifications & Rates: Includes rates for Carpenters, various Operators (Loader, Crane, Backhoe/Excavator/Trackhoe, Bobcat/Skid Steer/Skid Loader, Broom/Sweeper, Bulldozer, Drill, Forklift, Grader/Blade, Milling Machine, Paver/Spreader/Finish equipment, Post Driver, Roller), Ironworker, Laborers (Common/General, Grade Checker, Mason Tender, Laser Screed Operator, Asphalt, Guardrail Installation), Cement Mason/Concrete Finisher, Traffic Control (Flagger, Maintenance Person), and Truck Driver.
• Fringe Benefits: Specified for each classification.
• Executive Orders: Notes applicability of Executive Order (EO) 13706 (Paid Sick Leave) and EO 13658 (Minimum Wage for Federal Contractors).

This document is crucial for bidders on federal or federally-assisted highway construction projects in the specified West Virginia counties. It establishes the minimum wage rates and fringe benefits that must be paid to laborers and mechanics employed on the project, as required by the Davis-Bacon Act and related legislation. Bidders must ensure their cost proposals accurately reflect these prevailing wage requirements.