ID FS NEZPR117 221(1), National Forest Service System Road 221 Rehabilitation

Questions & Answers / Clarifications

This document provides responses to vendor questions regarding the National Forest System Road 221 Rehabilitation project.

• Control Points: Northing/Easting and Lat/Long coordinates are provided for control locations. Bidders should use these and the plans/specifications.
• Micro-Surfacing Aggregate: The solicitation specifies Type II aggregate. Bidders should submit proposed application rates per Subsection 409.04(g). The government will address the use of Type III aggregate and specific application rates via Amendment A001.
• Micro-Surfacing Equipment: The government will address the use of continuous versus individual mixing equipment via Amendment A001.
• Aggregate Screening: The government will address the requirement for screening aggregate prior to loading via Amendment A001.
• Rolling and Traffic: Refer to Subsection 409.10 for rolling, curing, and opening to traffic. Rolling of cured microsurfacing is not required, but this will be addressed by Amendment A001, SCR 409.10.
• Micro-Surfacing Specifications: Refer to Section 409 of the FP-24 and the SCRS (RFP page F-8). Amendment A001 will provide further information on Section 409.
• Asphalt Concrete Pavement (Item #A0440): Tonnage is distributed across Deep Patches, Deep Patch Transition/Ramps, Reinforced Soil Slope, and Culvert Replacements. Specific plan sheets are provided for each location.
• Vacuum Sweeping: The use of rotary sweepers to move aggregate to the shoulder is not acceptable. Disposal of excess aggregate from vacuum sweeping at designated pits is acceptable.
• Equipment for Mixing: Amendment A002 will address the use of continuous machinery versus truck-mounted units for mixing equipment.

Several clarifications and potential changes to the solicitation, particularly regarding micro-surfacing specifications, equipment, and asphalt pavement quantities, will be addressed via future amendments (A001 and A002). Bidders should monitor for these updates.

Amendment / Modification

This amendment (A002) to the solicitation revises the following:

• Proposal Due Date: Extended from March 13, 2026, to March 17, 2026.

• Asphalt Concrete Pavement Quantity: The quantity for item A0440 (Asphalt Concrete Pavement) has been updated from 6,100 tons to 1,400 tons.

• Plan Sheets: Revisions have been made to Plan Sheets B.1 through B.2 (Summary of Quantities) and Plan Sheet D.3 (Tabulation of Quantities for Roadway Quantities, including a specific table for Item 40301-0000 Asphalt Concrete Pavement).

• SF 1442, Solicitation, Offer, and Award (Page A-3, Block 13A)

• Bid Schedule (Pages A-7 through A-11)

• Plans (Sheets B.1, B.2, and D.3)

Offerors must submit revised pages A-7 through A-11 with their offers. The proposal submission deadline has been extended to March 17, 2026.

Questions & Answers / Clarifications

This document provides responses to vendor questions regarding the "National Forest System Road 221 Rehabilitation" project, clarifying various technical and logistical aspects of the solicitation.

• Control Points: Bid as shown per plans and specifications; government-provided Northing, Easting, and Lat/Long coordinates are available to establish control locations.
• Micro-surfacing (Type II vs. Type III): The solicitation specifies Type II aggregate. While Type III offers better skid resistance and life cycle costs, the government requires Type II as specified. Bidders must submit proposed application rates according to Subsection 409.04(g).
• Micro-surfacing Equipment: The project requires equipment conforming to Subsection 409.05, implying a preference for continuous application methods over individual mixers to ensure a more uniform surface and avoid transverse joints.
• Aggregate Screening: The use of a scalping screen prior to loading aggregate into the mixing unit is recommended to prevent oversized aggregate and potential surface damage.
• Rolling Micro-surfacing: Rolling of the cured micro-surfacing is not required prior to opening to traffic, as per Subsection 409.10.
• Asphalt Concrete Pavement (A0040): The quantity of asphalt concrete pavement (Line Item #A0440) is distributed across various locations including deep patches, transition/ramps, reinforced soil slopes, and culvert replacements, as detailed on specific plan sheets.
• Sweeping Aggregate: Vacuum sweeping is the required method for excess aggregate. Disposal of excess aggregate is permitted at designated pits.

Several responses indicate that clarifications and revisions will be addressed via future amendments (A001, A002), suggesting potential updates to the solicitation documents, particularly concerning micro-surfacing specifications, equipment, and asphalt quantities.

Questions & Answers / Clarifications

This document provides responses to bidder questions regarding the National Forest System Road 221 Rehabilitation project (Project ID: FS NEZPR117 221(1)).

• Control Sheets (D1 & D2): The government will provide Northing/Easting and Lat/Long coordinates to establish control locations. Bidders should bid as shown per plans and specifications.
• Micro Surfacing (ISSA A-143): The project specifies Type II aggregate. Bidders are instructed to provide Type II aggregate according to the solicitation and submit proposed application rates per Subsection 409.04(g). The government will address this further via Amendment A001.
• Micro Surfacing Equipment: The solicitation requires equipment conforming to Subsection 409.05. This will be addressed by Amendment A001.
• Micro Surfacing Screening: Best practice is to require screening of finished aggregate prior to loading into the paving unit. This will be addressed by Amendment A001.
• Micro Surfacing Rolling/Curing: Bidders should refer to Subsection 409.10 for rolling, curing, and opening to traffic. Rolling of cured microsurfacing is not required. This will be addressed by Amendment A001.
• Micro Surfacing Specifications: Specifications can be found in Section 409 of the FP-24 and the SCRS (RFP page F-8). Amendment A001 will provide further information on Section 409.
• Underdrain Systems: The 6" underdrain systems are incidental to the subexcavation.
• Aggregate Disposal: The contractor may dispose of excess aggregate at either Twin Cabins Pit or Adams Camp Pit.

Several clarifications, particularly regarding micro surfacing, will be formally addressed through Amendment A001. Bidders should monitor for this amendment.

Questions & Answers / Clarifications

This document provides responses to bidder questions regarding the National Forest System Road 221 Rehabilitation project (Project ID: ID FS NEZPR117 221(1)).

• Control Points: Government has provided Northing/Easting and Lat/Long coordinates for control locations. Bidders should use these as shown per plans and specifications.
• Microsurfacing Specifications: The project specifies Type II aggregate for microsurfacing. Bidders should submit proposed application rates according to Subsection 409.04(g). The government's response indicates that details regarding microsurfacing, including aggregate type, application rates, equipment, and rolling/curing, will be addressed by Amendment A001.
• Underdrain Systems: The 6" underdrain systems are considered incidental to subexcavation.
• Roadway Aggregate: The government does not have a list of anticipated locations and tonnages for shoulder repairs; bidders should bid per plans.
• Asphalt Concrete Pavement (Item #A0440): The tonnage for this item is distributed across Deep Patches, Deep Patch Transition/Ramps, Reinforced Soil Slope, and Culvert Replacements, as detailed on specific plan sheets (C.4, C.5, C.3, and G.1 respectively).

Several key areas, including microsurfacing specifications, equipment, and rolling/curing, will be further detailed in Amendment A001. Bidders should refer to this amendment for updated information.

Amendment / Modification

This amendment (A001) modifies the solicitation for the National Forest System Road 221 Rehabilitation project.

Key changes include:

• Proposal Due Date Extension: The proposal due date has been extended from March 10, 2026, to March 13, 2026.

• Bid Schedule Update: Item A0520 in the bid schedule has been updated from 'Micro Surfacing, Type 2' to 'Micro Surfacing, Type 3'. Offerors are instructed to submit revised pages A-7 through A-11.

• Special Contract Requirements Update: Section 409, 'Micro Surfacing,' has been revised in its entirety.

• Plan Sheet Revisions: Several plan sheets have been revised, including:

  • Summary of Quantities (B.1-B.2)
  • Typical Section Sheets (C.1-C.4)
  • Deep Patch Transitional Detail (C.5)
  • Roadway Quantities, Tabulation of Quantities (D.3)
  • Line Graph (D.4, D.8)
  • Approach Road Quantities and Dimensions, Approach Road Surface Treatment Locations (E.1-E.2)

• SF 1442, Solicitation, Offer, and Award (Block 13A - Proposal Due Date)

• Bid Schedule (Item A0520)

• Special Contract Requirements (Section 409)

• Various Plan Sheets (B, C, D, E series)

Offerors must acknowledge the extended proposal due date of March 13, 2026. Revised bid schedule pages (A-7 through A-11) must be submitted with the offer.

Questions & Answers / Clarifications

This document provides responses to bidder questions regarding the National Forest System Road 221 Rehabilitation project (Project ID: FS NEZPR117 221(1)).

• Control Points (D1 & D2): The government will provide Northing/Easting and Lat/Long coordinates for control locations, as shown per the plans and specifications.
• Micro-surfacing Aggregate (Type II vs. Type III): The solicitation specifies Type II aggregate. Bidders are to submit proposed application rates per Subsection 409.04(g). The government notes that Type III aggregate offers better life cycle costs and durability in this mountainous, low-traffic environment. The response indicates this will be addressed by Amendment A001.
• Micro-surfacing Equipment: The government specifies using equipment conforming to Subsection 409.05, implying a preference for continuous application methods over individual mixers to avoid transverse joints and ensure consistent material application. This will be addressed by Amendment A001.
• Rolling Cured Micro-surfacing: Rolling of the cured micro-surfacing is not required. Refer to Subsection 409.10 for rolling, curing, and opening to traffic details. This will be addressed by Amendment A001.
• Specifications Location: Micro-Surfacing Specifications can be found in Section 409 of the FP-24 (https://highways.dot.gov/federal-lands/specs/fp-24) and the SCRS (RFP page F-8). This will be addressed by Amendment A001.
• Becoming a Prime Contractor: Future opportunities, including MATOC solicitations, will be posted to SAM.gov. Bidders can search for contract action identifier "690567".
• 6" Underdrain Systems: The cost for the 6" underdrain systems is incidental to the subexcavation.
• Shoulder Repair Locations: The government does not have a list of anticipated locations and tonnages for shoulder repairs; bidders should bid per plans.
• Section G Location: Section G is a section within the plans (sheet G.1), not within the specifications.

Several clarifications, particularly regarding micro-surfacing specifications and equipment, will be formally addressed via Amendment A001, which is scheduled for release on 3/6/26.

Questions & Answers / Clarifications

This document provides responses to vendor questions regarding the National Forest System Road 221 Rehabilitation project (Project ID: FS NEZPR117 221(1)).

• Control Points (D1 & D2): The government will provide Northing/Easting and Lat/Long coordinates for control locations, as shown per the plans and specifications.
• Micro-surfacing (Type II Aggregate): The solicitation specifies Type II aggregate. Bidders should submit proposed application rates according to Subsection 409.04(g). The government's preference is Type II as specified.
• Micro-surfacing Equipment: The project requires equipment conforming to Subsection 409.05. The government emphasizes the benefits of a continuous paving operation over individual mixers for a better overall project.
• Aggregate Screening: Best practice requires screening the finished aggregate prior to loading into the paving unit to prevent oversized aggregate and potential surface issues.
• Rolling & Traffic: Rolling of the cured microsurfacing is not required. See Subsection 409.10 for details on curing and opening to traffic.
• Specifications: Copies of the Micro-Surfacing Specifications can be found in Section 409 of the FP-24 (https://highways.dot.gov/federal-lands/specs/fp-24) and the SCRS (RFP page F-8).

These clarifications address specific technical questions regarding control points, material specifications, equipment, and procedures. Bidders should ensure their proposals align with these responses, particularly concerning the specified Type II aggregate and equipment requirements.

Questions & Answers / Clarifications

This document provides responses to bidder questions regarding the National Forest System Road 221 Rehabilitation project.

• Control Sheets (D1 & D2): The government has provided Northing/Easting and Lat/Long coordinates for control locations. Bidders should refer to the plans and specifications for details.
• Micro-surfacing Aggregate & Application Rate: The solicitation specifies Type II aggregate. Bidders are instructed to submit proposed application rates according to Subsection 409.04(g). The government's response indicates Type II aggregate is to be used as per the solicitation.
• Micro-surfacing Equipment: The government requires equipment conforming to Subsection 409.05. The response emphasizes using equipment that conforms to this subsection.
• Aggregate Screening: The government requires equipment conforming to Subsection 409.05, implying screening of aggregate.
• Rolling and Traffic Opening: Rolling of the cured micro-surfacing is not required. Bidders should refer to Subsection 409.10 for details on rolling, curing, and opening to traffic.

These clarifications provide specific guidance on control point locations, material specifications, equipment requirements, and post-application procedures for the micro-surfacing work. Bidders should ensure their proposals and execution plans align with these responses.

Questions & Answers / Clarifications

This document provides a clarification regarding control points for the National Forest System Road 221 Rehabilitation project.

• Question: A bidder requested clarity on control sheets D1 and D2, specifically how to locate control points numbered up to C25 on the ground, as typical plans show control points along the horizontal alignment. The bidder asked for more detail, such as mile markers or centerline offsets (e.g., 15' RT), to help locate points like the pipe at MP 8.638 CP 25101.
• Answer: The Government stated that the Northing/Easting and Lat/Long coordinates have been provided to establish the control locations, as shown per the plans and specifications.

This clarification confirms that coordinate data is available for establishing control points. Bidders should refer to the provided coordinates for locating control points as detailed in the plans and specifications.

Stormwater Pollution Prevention Plan (SWPPP)

This document outlines the Stormwater Pollution Prevention Plan (SWPPP) for the National Forest System Road 221 Rehabilitation project, located in Idaho County, Idaho. The objective is to manage stormwater runoff and prevent pollution from construction activities.

The project involves the rehabilitation of National Forest System Road 221 (Grangeville - Salmon Road) from approximately milepost (MP) 6.7 to MP 34.3. Key activities include:

• Roadway rehabilitation: Chipseal with microseal (MP 6.7 to 23.1), and full-depth reclamation (8-inch and 12-inch) in multiple locations.
• Replacement of approximately 17 culverts in various drainages, including Tollgate Creek and Goodwin Creek.
• Roadway shoulder repair and paved roadway approaches.
• Installation of a Reinforced Soil Slope (RSS) wall.

Estimated Project Dates:

• Project Start Date: 06/01/2026
• Project Completion Date: 10/30/2026

The SWPPP details various erosion and sediment control measures, including:

• Natural buffers or equivalent sediment controls.
• Perimeter controls (silt fence, fiber rolls).
• Sediment track-out minimization measures (stabilized construction exits).
• Management of stockpiles and land clearing debris piles.
• Dust minimization through water application.
• Steep slope disturbance minimization.
• Topsoil conservation and soil compaction management.
• Protection of storm drain inlets and constructed site drainage features.
• Sediment basins or similar impoundments.
• Pollution prevention controls for fueling, maintenance, washing, storage, and disposal of materials and wastes.
• Site stabilization practices.

This document is a template for the SWPPP and is to be used for IPDES permit requirements. It has been adapted from the EPA's SWPPP Template and references the IPDES 2022 Construction General Permit (CGP). Bidders must ensure their SWPPP preparation aligns with the CGP's requirements.

This SWPPP is prepared for the Federal Highway Administration (FHWA) and is part of the IPDES permit process. Specific eligibility or set-aside requirements would be detailed in the solicitation documents, not within this SWPPP template itself.

• The SWPPP is an editable document file.
• References and guidance language have been revised/updated, but in case of conflict, the IPDES permit and requirements, as well as SCRs, must be followed.
• The project is located within the Nez Perce-Clearwater National Forest in Idaho County, Idaho.
• The Federal Highway Administration, Western Federal Lands Highway Division is the preparing entity.

Other / Unclassified

This document is a notification indicating that the PDF file requires Adobe Reader 8 or higher for proper viewing. It suggests that the user may not have the necessary version of Adobe Reader installed or that their viewing environment is not configured correctly.

This document does not contain substantive information related to a SAM.gov opportunity. It serves as a technical prerequisite for accessing other documents. Bidders should ensure they have the appropriate software (Adobe Reader 8 or higher) installed to view associated files.

Other / Unclassified

This document is a "Geotechnical Memo 30-25" from the Federal Highway Administration's Western Federal Lands Highway Division. It summarizes site observations, subsurface conditions, and laboratory testing results for the Twin Cabins Quarry material source. This quarry is being considered as the primary material source for the National Forest System Road (NFSR) Road 221 Rehabilitation Project in Idaho County, Idaho.

This memo provides critical geotechnical information for potential bidders regarding the suitability of the Twin Cabins Quarry as a source for construction materials (subbase, base, and surface coarse aggregate). It details:

• Site Conditions: Location, elevation, road characteristics, and quarry site features.
• Geology: Regional and local geological setting.
• Subsurface Conditions: Results from geotechnical borings, including soil and rock descriptions, depths, and locations.
• Laboratory Testing: Summary of tests performed on rock samples, including accelerated weathering, soundness, resistance to degradation, and aggregate durability.
• Material Quality Assessment: An opinion on the suitability of the basalt material for subbase, base, and surface course aggregate, noting that while some durability values were below minimum requirements, the material is considered suitable if certain conditions are met (e.g., using sound basalt rock, excluding overburden, and using the coarse fraction for aggregate).
• Availability: The estimated amount of available material is sufficient for the project.

This information is crucial for bidders to assess the feasibility and potential challenges related to material sourcing for the project.

Solicitation / RFP / RFQ

This solicitation is a Task Order Request for Proposals (TORP) for the National Forest System Road 221 Rehabilitation project. The project is located in Idaho County, Idaho, approximately 1.4 miles South of Grangeville, ID, and spans 27.55 miles within the Nez Perce-Clearwater National Forest. This TORP is being solicited under the Idaho, Montana, and Surrounding Areas Multiple Award Task Order Contract (MATOC) IDIQ Holders. Only contractors awarded an IDIQ contract will be considered. The selection of the successful offeror will be based on price.

• Rehabilitation of National Forest System Road 221.

• The project utilizes the "Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-24."

• U.S. Customary units of measure will be used.

• Contract Type: Firm Fixed-Price Task Order Contract.

• Period of Performance: Commencement within 10 calendar days after notice to proceed, with a fixed completion date of October 30, 2026. The notice to proceed is anticipated by May 15, 2026.

• Estimated Price Range: $10,000,000 to $20,000,000.

• Electronic proposals will NOT be accepted. Submit printed copies of proposals to the address listed on the SF 1442.

• Proposal Due Date: March 10, 2026, by 1400 local time.

• Evaluation Criteria: Selection of the successful offeror will be based on lowest price.

• Key Deadlines: Proposal due date is March 10, 2026. General and technical questions are due five (5) days before the due date.

• This solicitation is for MATOC IDIQ Holders only.

• Large businesses are required to submit an acceptable subcontracting plan prior to contract award.

• Electronic plan sheets are available.

• Price tabulations will be made publicly available after award, unless a confidentiality justification is submitted.

• FAR Clause 52.211-10, Commencement, Prosecution, and Completion of Work, has been removed due to FAR Overhaul.

Solicitation / RFP / RFQ

This document contains the plans for the proposed project "NATIONAL FOREST SYSTEM ROAD 221 REHABILITATION" located in the Nez Perce-Clearwater National Forest, Idaho County, Idaho. The project involves the rehabilitation of approximately 27.55 miles of Road 221.

The project includes several types of construction and rehabilitation work:

• Pavement reclamation, surface treatments, subexcavation, and drainage.

• Full depth reclamation with cement (8-inch depth).

• Chip seal and micro surfacing.

• Roadway aggregate, method 2.

• Asphalt concrete pavement and patching.

• Installation and replacement of various pipe culverts (24-inch, 36-inch, and 96-inch).

• Reinforced soil slopes with welded wire face.

• Soil erosion and sediment control measures, including fiber rolls and stabilized construction exits.

• Temporary and permanent traffic control measures.

• Removal and resetting of existing fences.

• Installation of new signage and removal of existing signs.

• Environmental design considerations for streambed material.

• The project is identified by ID FS NEZPR117 221(1).

• The length of the project is 27.55 miles.

• Design designation indicates low Average Daily Traffic (ADT) for both 2026 (<100) and 2046 (<100), with a design speed of 30 MPH and a maximum grade of 8%.

• Specifications are based on "Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-24."

This document is a set of plans and does not contain specific submission or evaluation criteria for proposals. These details would typically be found in a separate solicitation document.

No specific set-aside or eligibility requirements are mentioned in this document.

• The plans include detailed drawings, quantity tabulations, typical sections, and specific details for various construction elements.
• Several material sources and staging areas are identified along the project route.
• The project is located within the Nez Perce National Forest and adjacent to the Gospel Hump Wilderness Area.

Other / Unclassified

This document is a "Final Geotechnical Engineering Report" for the National Forest System Road 221 Rehabilitation Project in Idaho County, Idaho. It details the findings of a geotechnical investigation, including subsurface explorations and laboratory testing, to provide recommendations for the project's design and construction.

This report provides critical information regarding the subsurface conditions, geological setting, and potential challenges related to the National Forest System Road 221 Rehabilitation Project. Bidders can use this information to understand the existing site conditions, potential risks, and the basis for proposed repair methods such as deep patches and reinforced soil slopes (RSS). Key details include:

• Project Scope: Roadway pavement rehabilitation, shoulder repair, slope flattening, installation of deep patches and reinforced soil slopes (RSS), and culvert replacement along NFSR 221 between mileposts 6.8 and 36.5.
• Geological and Site Conditions: Information on local geology, faulting and seismicity, and existing site conditions including pavement deterioration, erosion, and oversteepened embankment slopes.
• Subsurface Investigation: Details of geotechnical and subgrade borings, including locations, depths, and soil/rock classifications.
• Geotechnical Conclusions and Recommendations: Analysis of slope stability, design considerations for reinforced soil slopes (RSS) at MP 19.8, and recommendations for deep patches at various mileposts.
• Construction Considerations: Guidance on site preparation, proofrolling, wet weather conditions, excavation, material sources, and traffic control.

This report is essential for bidders to accurately assess the scope of work, identify potential risks, and develop cost-effective proposals for the rehabilitation project.

Other / Unclassified

This document is Volume 1: National Core BMP Technical Guide of the National Best Management Practices (BMP) Program for Water Quality Management on National Forest System Lands, published by the USDA Forest Service in April 2012. It outlines the purpose, objectives, and components of the National BMP Program, which aims to improve agency performance and accountability in managing water quality. The guide details the National Core BMPs, which are general and nonprescriptive practices applicable across a wide range of activities on National Forest System lands. These BMPs are organized into resource categories such as General Planning, Aquatic Ecosystems Management, Chemical Use Management, Facilities and Nonrecreation Special Uses Management, Wildland Fire Management, Minerals Management, Rangeland Management, Recreation Management, Road Management, Mechanical Vegetation Management, and Water Uses Management.

This document serves as a foundational technical guide for understanding the Forest Service's approach to water quality management through Best Management Practices (BMPs). While not a solicitation itself, it provides critical context for any bidder involved in projects on National Forest System lands. Understanding these BMPs is essential for any contractor or vendor whose work might impact soil, water quality, or riparian resources. It highlights the Forest Service's commitment to environmental protection and compliance with regulations like the Clean Water Act. Bidders should be aware that these BMPs, or similar state-specific requirements, will likely be incorporated into project plans, contracts, and special use authorizations to ensure water quality protection.

Form / Attachment / Pricing Sheet

This document provides a detailed list of survey control points, including their coordinates and elevations, for Project FR 221. It is intended to be used by bidders to understand the geographic and elevation data relevant to the project. The file is in Excel format and contains two main sheets: 'Sheet' and 'Sheet (2)', along with a 'Page 1' summary.

• Project Information: Identifies the project as FR 221, with field work and final adjustment dates in July-August 2025.
• Coordinate System: Specifies the Idaho West zone SPCS NAD83 2011, with elevations based on NAVD88 GEOID12b.
• Survey Control Points: Lists individual points with their corresponding:
  • Point Number
  • State Plane Coordinates (North, East)
  • Geodetic Coordinates (Latitude, Longitude)
  • Orthometric Elevation
  • Ellipsoid Height
  • Combined Factor
  • Description (e.g., '5/8" ir w/ fhwa alum cap', 'MagNail')
• Data Sheets: Contains detailed point data across multiple sheets, including 'Sheet', 'Sheet (2)', and a summary on 'Page 1'.

This data is crucial for bidders to understand the precise locations and elevations required for any surveying, construction, or site-related activities within the project area. It provides the foundational geodetic and vertical control necessary for accurate planning and execution of work.

Solicitation / RFP / RFQ

This document outlines the scope of work for the rehabilitation of National Forest Service System Road 221 in Idaho County, ID. The project involves pavement preservation, pavement repair, subexcavation, and drainage. The estimated price range is $10 million to $20 million.

• Division 150 - Project Requirements: Includes construction survey & staking, quality control/assurance, sampling & testing, construction schedules, and soil erosion & sediment control (e.g., fiber rolls, stabilized construction exits).

• Division 200 - Earthwork: Encompasses clearing & grubbing, removal of structures (signs), excavation & embankment (subexcavation, select borrow), and earthwork geosynthetics.

• Division 250 - Slope Reinforcement and Retaining Walls: Involves riprap (Class 2, 3, 4), rockery, special rock embankment, rock buttress, and reinforced soil slopes.

• Division 300 - Aggregate and Base Courses: Includes minor crushed aggregate (roadway aggregate) and full depth reclamation with cement (8-inch and 12-inch depth).

• Division 400 - Asphalt Pavements & Surface Treatments: Covers asphalt concrete pavement (gyratory mix design), chip seal, micro surfacing, asphalt prime coat, asphalt tack coat, asphalt pavement crack sealing & filling, and asphalt concrete pavement patching.

• Division 600 - Incidental Construction: Includes culverts & drains (18, 24, 36, 48-inch pipe), rolled erosion control products, permanent pavement markings (white and yellow), and temporary traffic control (flagger, pilot car, supervisor).

• Project Length: 29.7 miles

• Estimated Price Range: $10 million to $20 million

• Location: 1.4 Miles North of Grangeville, ID.

• Tentative Solicitation Date: Winter 2025/2026

• Tentative Fixed Completion Date: Fall 2026

Not specified in this document.

• The document lists specific quantities for various work items (e.g., LNFT, EACH, ACRE, CUYD, SQFT, TON, SQYD).

Solicitation / RFP / RFQ

This is a presolicitation notice posted on SAM.gov to announce an upcoming project and assist potential subcontractors by publicizing opportunities. The project involves the rehabilitation of National Forest Service Road (NFSR) 221 in the Nez Perce National Forest, located in Idaho, Montana, and surrounding areas. Proposals will only be accepted from the prime contractors listed.

• Rehabilitation of the existing flexible pavement surface.

• Culvert replacements.

• Shoulder repair, including slumps and minor slides.

• The project is located along USFR 221, from approximately Milepost (MP) 6.8 to MP 34.3.

• Approximate coordinates: 45.8599 N, -116.0790 W.

• Government-provided materials may be available from the Twin Cabin quarry site at MP 14.7.

• Solicitation documents will be available in the winter of 2025/2026. Monitor SAM.gov for the actual release date.

• To receive automatic notifications, log in to SAM.gov and select the "Follow" feature.

• A proposal will only be accepted from the prime contractors listed in the notice.

• Preliminary plans are attached to help identify the location and type of work.

• The project will be advertised when viewing may be difficult due to snow. Prospective Offerors are encouraged to view the project during fall when conditions permit.

• After October 1, access is weather dependent. Contact the Forest Service; Salmon Challis National Forest for current road conditions.

• Technical questions should be emailed to wfl.plans-spec@dot.gov.

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

Other / Unclassified

This document contains various standard details and custom sign designs related to traffic control and road signage. It includes details for temporary widening, standard underdrain systems, temporary traffic control sign installation using wood posts, permanent sign installation, and custom sign layouts for directional and informational purposes. It also covers linear pavement markings and centerline modifications for curves.

This document provides specific technical details and design standards that may be relevant for contractors bidding on projects involving road construction, traffic management, and signage installation. Bidders should review these details to understand the required materials, dimensions, installation methods, and design specifications for various components of roadwork and signage. The custom sign details, in particular, illustrate the types of signage that may be required, including destination, distance, and regulatory signs.