WY NPS GRTE 2020(1), Moose Wilson Road Phase 2 and WY NP GRTE 11(1), Teton Park Road – Moose to Taggart Lake Trailhead

Amendment / Modification

This amendment (A002) modifies the solicitation for the WY NPS GRTE 2020(1) and WY NP GRTE 11(1) project, which involves work on Moose Wilson Road Phase 2 and Teton Park Road.

Key changes include:

• Offer Due Date Extension: The offer due date has been extended from 02/03/2026 to 02/05/2026.
• Bid Schedule Updates: Items A2065 and A2075 have been added to the bid schedule. Offerors are instructed to submit revised pages A-7 through A-18.
• Special Contract Requirements Revisions:
  • Subsection 105.04 (Handling and Storing Material) on page E-20 has been revised.
  • Subsection 107.10 (Environmental Protection) on pages E-28 through E-33a has been revised.
  • Subsection 109.06 (Pricing of Adjustments) on page E-37 has been revised, including changes to profit limitations and cost/pricing data requirements.
  • Subsection 637.03 (Facilities) on page F-46 has been revised, including additions and revisions to Table 637-1 (Minimum Requirements for Field Facilities and Associated Services) and Table 637-2 (Minimum Facility Furnishings).
• Plan Revisions: Several plan sheets have been revised, including:
  • Plan sheets B.1 through B.4 (Summary of Quantities - Base Schedule)
  • Plan sheet E.22 (Sidewalk Details)
  • Plan sheets L.5, L.11, L.14 (Counter type removed or revised)
  • Plan sheet N.2 (LCC1 Branch Feed Schedule revised)
  • Plan sheet N.5 (Counter type removed or revised)

This amendment affects various sections of the solicitation, including the SF 1442 (Solicitation, Offer, and Award), Bid Schedule, Special Contract Requirements, and several plan sheets.

Offerors must note the extended offer due date and submit revised pages A-7 through A-18 with their proposals. All other terms and conditions of the original solicitation remain in effect unless modified by this amendment.

Questions & Answers / Clarifications

This document provides responses to vendor questions regarding the "WY NPS GRTE 2020(1), Moose Wilson Road - Phase 2 and WY NP GRTE 11(1), Teton Park Road - Moose to Taggart Lake Trailhead" project.

• Concrete Mix Design: Specific requirements for exposed aggregate, colored, and non-colored concrete are detailed, referencing various subsections of the specifications.
• Integral Colors: Federal color codes for integral-colored concrete are provided (Davis Colors: Rustic Brown 6058, Sandstone 5237).
• Reinforcement: Details for specific concrete pavement items (X0440, X0460) refer to standard drawings.
• Contingency Items (A2120, A2140): These items will be addressed under Amendment A001.
• Contractor's Camp/Housing: Refer to Section 107.12 Contractor's Camp for information on camper spots and housing.
• Vault Toilet Work: Clarification on government-furnished vs. contractor-ordered vault toilets will be addressed under Amendment A001.
• KMZ Files: Google Earth files are available via a provided SAM.gov link.
• Thermoplastic Markings: Bidders should use WYDOT approved preformed thermoplastic as per solicitation documents.
• Seeding and Mulching: NPS will conduct seeding and mulching; topsoil protection will follow Section 157.
• Traffic Counter Parts: A substitute for Diamond Traffic Products (RAX/Phoenix, Unicorn, Pegasus) will be addressed under Amendment A002 due to obsolete parts and tariffs.
• VMS Service H-Frame: Traffic detector loop counters are solar-powered and not connected to VMS Service H-Frame electrical services.
• Vegetation Removal: Early season work limitations due to bird nesting seasons are noted; NPS will conduct bird surveys.
• Epoxy Coated Reinforcement: Sidewalk and median concrete reinforcement will be epoxy coated, as addressed under Amendment A002.
• Residential Housing (A2340): Estimated quantities are 2 units for 13 working months each. Payment is for working months. Compensation for acquiring units during non-work months will be addressed under solicitation documents.
• Office Trailer: The need for an office trailer will be addressed under Amendment A002.
• Water/Sewer Availability: Water and sewer will not be available for the FHWA office; portable toilet units will be used.
• External Storage/Vehicle: Provision of external storage facility and vehicle is not required.

Several items will be addressed via Amendments A001 and A002, indicating potential changes or clarifications to the original solicitation. Bidders should monitor for these amendments.

Amendment / Modification

This amendment (A001) revises the solicitation for the "WY NPS GRTE 2020(1) & WY NP GRTE 11(1), Moose Wilson Road Phase 2 and Teton Park Road - Moose to Taggart Lake Trailhead" project.

Key changes include:

• Specifications and Permits: Removes the "Electronic Documentation" subsection and adds "Masterworks."
• Bid Schedule: Revises items A2120 and A2140 to include CTSM pricing. Offerors must submit revised pages A-7 through A-17.
• Minimum Wage Schedule: Updates the Davis-Bacon General Wage Decision to WY20260044, effective 01/02/2026.
• Special Contract Requirements: Numerous subsections have been added, revised, or deleted, including changes related to:
  • Abbreviations and Definitions (e.g., adding CDR, Masterworks).
  • Electronic Documentation requirements (now mandating Masterworks).
  • Coordination of Contract Documents order.
  • Load Restrictions.
  • Measurement and Payment procedures (e.g., use of Masterworks for measurement notes, progress payment processing).
  • Contractor Quality Control (QC) requirements.
  • Schedules for Construction Contracts (including Masterworks for CDRs).
  • Contractor's Daily Record of Construction Operations (CDR) procedures.
  • Roadside Development fixtures.

This amendment impacts multiple sections of the original solicitation, including Specifications, Bid Schedule, Minimum Wage Schedule, and various Special Contract Requirements sections (e.g., Control of Work, Measurement and Payment, Contractor Quality Control, Schedules for Construction Contracts, Roadside Development).

Offerors are required to submit revised pages A-7 through A-17 with their proposals. The changes affect how documents are submitted electronically, measurement and payment processes, and quality control and scheduling requirements. Bidders should carefully review all revised sections to ensure compliance.

Questions & Answers / Clarifications

This document provides responses to vendor questions regarding the "Project: WY NPS GRTE 2020(1), Moose Wilson Road - Phase 2 and WY NP GRTE 11(1), Teton Park Road - Moose to Taggart Lake Trailhead" opportunity.

• Concrete Mix Design: Specific mix designs for exposed aggregate, colored, and non-colored concrete are referenced in FP-24 and Section 601 of the solicitation documents.
• Integral Colors: Federal color codes for integral-colored concrete are identified as Davis Colors, a. Rustic Brown 6058 and b. Sandstone 5237.
• Concrete Finish: The finish for integrally colored concrete is specified as Medium Broom, per Subsection 601.03(b).
• Etch Depth: The depth of etch for exposed concrete is referenced in FP-24, Subsection 552.12(c)(4).
• Reinforcement: Reinforcement details for minor concrete pavement are shown on FLH Standard 501-1 Minor Concrete Pavement (sheet P.4 of the plans).
• Line Items A2120 and A2140: These line items, appearing as contingency amounts, will be addressed under Amendment A001.
• Contractor's Camp/Housing: Information regarding contractor's camp is available in Section 107.12. The RFQ states facilities should be located within 20 miles of Moose, WY, and potential issues with housing during peak tourism season will be addressed.
• Vault Toilet Work: Clarification regarding the ordering of a new CXT vault toilet versus a government-furnished building is pending and will be addressed under Amendment A001.

Several questions regarding concrete specifications, line item clarification, and contractor accommodations will be addressed via Amendment A001. Bidders should review this amendment when it is issued for updated information.

Other / Unclassified

This document is a pre-demolition asbestos and hazardous materials survey report for the Barker-Davis site, including a house, barn, and shed, located at Grand Teton National Park. The survey was conducted to identify and quantify hazardous substances prior to the planned removal or demolition of the structures.

This report details the findings of a hazardous materials survey, identifying the presence and location of asbestos-containing materials (ACM), lead-based paint (LBP), mercury-containing articles, and other potential hazards. Bidders involved in the deconstruction or demolition of these structures will need this information to understand the scope of work related to hazardous material abatement, disposal, and associated costs. The report includes detailed findings, regulatory information, and cost estimates for both deconstruction and abatement, which are crucial for preparing accurate bids and project plans.

Form / Attachment / Pricing Sheet

This document is a Stormwater Pollution Prevention Plan (SWPPP) template for the "WY NP GRTE 11(1) Teton Park Road - Moose to Taggart Lake Trailhead" project. It outlines the procedures and best management practices (BMPs) required to prevent stormwater contamination during construction activities.

• Project Information: Details the project name, location, and responsible entities (FHWA Western Federal Lands as Permittee, General Contractor as Administrator).
• SWPPP Structure: The plan is organized into 16 tabs, covering the SWPPP narrative, WYPDES Permit, NOI, Delegation of Authority, Site Maps, Erosion/Sediment Control Plans, Revegetation Plan, Amendment Log, Inspection Reports, Corrective Action Log, Water Quality Monitoring, Training Certificates, Government-Selected Sites, Grading and Stabilization Log, Hazardous Spill Plan, and a Quality Assurance Checklist.
• Site Description: Includes details on the nature of construction activities (roundabout construction, lighting installation, bike path reconstruction), sequence of activities, estimated total area of disturbance (4 acres, with 2.2 acres disturbed), and potential pollution sources (fueling, maintenance, chemicals, paint).
• Best Management Practices (BMPs): Details erosion prevention, sedimentation control, stabilization measures, dewatering, and operational controls, including good housekeeping, bulk storage of petroleum products, concrete waste management, and employee training.
• Maintenance and Inspections: Outlines schedules and procedures for maintaining BMPs and conducting site inspections.
• Permit Compliance: References the Wyoming Pollutant Discharge Elimination System (WYPDES) Small Construction General Permit (WYR10A000) and outlines requirements for compliance, including the development and implementation of the SWPPP.

This document is crucial for any bidder involved in the construction project as it details the environmental compliance requirements related to stormwater management. Bidders must understand and adhere to the outlined SWPPP procedures, BMPs, inspection protocols, and maintenance schedules to ensure compliance with environmental regulations and to prevent pollution during construction activities. The document also specifies the roles and responsibilities of the permittee and contractor in managing stormwater.

Form / Attachment / Pricing Sheet

This document is a "316+71 CULVERT PLAN AND PROFILE" drawing. It provides detailed engineering plans for a culvert replacement or installation project.

• Plan View: Shows the location of the culvert relative to existing pavement, slope stakes, and other site features. It indicates the culvert is a 24-inch pipe and its stationing is at 316+71.
• Profile View (Cross-Section): Illustrates the culvert's dimensions, invert elevations (6,458.89' for the start and 6,456.88' for the end), and the surrounding existing ground elevation. It also shows the roadway section and end sections for the culvert.
• Dimensions: Includes measurements such as the culvert length (45') and slope (3.8%).
• Notes: Labels indicate features like "Edge of pavement," "Slope stake limits," and "Removal of pipe culvert."

This drawing is crucial for bidders to understand the physical scope, location, and specific design requirements for the culvert work. It provides the necessary geometric and elevation data for accurate bidding, material estimation, and construction planning.

Other / Unclassified

This document is a "Road Inventory Program (RIP) Cycle 6 - Road Inventory Program Summary Report for Data Collection Vehicle (DCV) Rated Roads" for Grand Teton National Park. It details the condition of paved roads and parking areas within the park, collected using an automated pavement inspection vehicle and manual ratings. The report includes data on pavement condition rating (PCR), roughness, and various distress indices.

This document provides detailed information about the current condition of roads and parking areas within Grand Teton National Park. While not a solicitation, it offers valuable context for potential bidders interested in future opportunities related to road maintenance, rehabilitation, or construction within the park. Understanding the condition of these assets can help bidders assess the scope and potential needs for future projects.

Form / Attachment / Pricing Sheet

This document comprises detailed quantity summaries and engineering plans for the Moose Wilson Road and Death Canyon Road realignment and reconstruction project. It includes quantity breakdowns for base schedules and option X, as well as geometric and alignment data for the proposed roadwork.

• Quantity Summaries: Detailed estimated quantities for various pay items, including Mobilization, Construction Survey, Soil Erosion Control, Clearing and Grubbing, Roadway Excavation, Aggregate, Asphalt Concrete Pavement, Pipe Culverts, Box Culverts, Curb and Gutter, Sidewalk, Fencing, and temporary traffic control items. Quantities are provided in units such as LPSM, LNFT, EACH, ACRE, CUYD, SQYD, TON, HOUR, and DAY. Earthwork summaries for cut and fill volumes are also included.
• Engineering Plans: Detailed roadway alignment, including stationing, curve data (delta, radius, tangent, length, superelevation), bearings, and grade changes for Moose Wilson Road and Death Canyon Road. Profile data shows existing ground elevations and proposed grades.
• Construction Details: Specific instructions for various construction elements such as cross drains, curb removal, turnout reconstruction, roadway obliteration, topsoil placement, riprap, and vehicle turnarounds. Plans also cover subexcavation, approach removal, residence removal, and roundabout alignment.

This document is critical for bidders to understand the project's scope, scale, and technical requirements. The quantity summaries enable accurate cost estimation and resource planning. The engineering plans provide the precise geometric and grading information necessary for designing and executing the road construction, realignment, and obliteration tasks. Bidders must review these details to prepare a comprehensive and compliant bid, assessing material needs, labor, and construction methods.

Form / Attachment / Pricing Sheet

This document is a "TABULATION OF QUANTITIES - OPTION X" for "CURB, GUTTER, AND SIDEWALK QUANTITIES". It details the specific quantities of various construction materials and items required for the project.

• Item Numbers and Descriptions: Lists specific items such as "BOULDER (LARGE)", "CURB, CONCRETE, 12-INCH DEPTH", "CURB AND GUTTER, CONCRETE, 12-INCH DEPTH", "MEDIAN, CONCRETE", "DETECTABLE WARNING PANELS", "ADJUST VALVE BOX", "DELINEATOR", and "SNOW POLE HOLDER".
• Units: Specifies the unit of measure for each item (e.g., EACH, CUYD, LNFT, SQYD).
• Quantity: Provides the total quantity required for each item.
• Remarks: Offers additional context or references for certain items, such as "See 0.1 and E.18" for boulders, or specific details for curb and gutter types.

This document is crucial for bidders as it outlines the exact quantities of materials needed for the "Option X" portion of the project. This information is essential for accurate cost estimation, resource allocation, and overall bid preparation. Bidders must carefully review these quantities to ensure their proposals are competitive and account for all required materials.

Other / Unclassified

This document is a Brand Name Justification & Approval (J&A) memorandum for the Teton Park Road project (WY NP GRTE 11(1)) in Grand Teton National Park. It justifies the use of specific brand-name products for roadway construction, specifically for luminaires and light poles for sign lighting and overhead lighting at the roundabout. The estimated value for this specific equipment is $17,975.00.

This document indicates that the upcoming solicitation for the Teton Park Road construction will require specific brand-name lighting products from Leotek (luminaires), Valmont (poles), and Ecosense (sign lights). Bidders should note these specific product requirements when preparing their proposals, as the justification is based on the need for these particular items to match existing park infrastructure and aesthetic requirements. The document also states that the overall project will be solicited via full and open competition, with an anticipated cost to the Government to be fair and reasonable.

Form / Attachment / Pricing Sheet

This document comprises a Stormwater Pollution Prevention Plan (SWPPP) template, an Amendment Log, and an Inspection Report form, all designed to comply with the Wyoming Department of Environmental Quality WYPDES Storm Water Program for large or small construction general permits. The SWPPP is a site-specific plan to control erosion and sedimentation, prevent stormwater contamination, and meet Clean Water Act requirements. The Amendment Log tracks changes to the SWPPP, and the Inspection Report form is for recording site inspection details.

• Project Information: Identifies the project as "Moose Wilson Road, Phase 2; WY NPS GRTE 2020(1)" located in Grand Teton National Park, with FHWA Western Federal Lands as the Permittee.
• SWPPP Administrator: The General Contractor is designated as the administrator.
• Site Description: Includes details on construction activities, sequence, estimated disturbed area (19.3 acres total, 8.6 acres disturbed), and potential stormwater discharges.
• Best Management Practices (BMPs): Outlines required measures for erosion prevention, sedimentation control, stabilization, dewatering, operational controls (housekeeping, storage, waste), and employee training.
• Maintenance & Inspections: Details schedules for BMP maintenance and site inspections, including requirements for active and inactive sites.
• SWPPP Amendment Log: A log to record amendments, descriptions, dates, and approvals.
• Inspection Report Form: Includes sections for general project information, weather, site-specific BMPs, overall site issues, compliance status, non-compliance details, corrective actions, and certifications.

This set of documents is critical for bidders to understand the environmental compliance obligations related to stormwater management for the Moose Wilson Road Phase 2 project. Bidders must be aware of the extensive requirements for erosion and sediment control, site stabilization, dewatering, operational controls, and ongoing inspections. The contractor is responsible for maintaining the SWPPP Amendment Log and completing the Inspection Reports. Understanding these requirements will inform bidding strategies, resource allocation for environmental controls, and risk assessment.

Form / Attachment / Pricing Sheet

This document is a "Final Geotechnical Report" for the Moose Wilson Road Phase 2 project in Teton County, Wyoming. It provides geotechnical recommendations for roadway reconstruction, overlay, and new roadway construction.

• Project Description: Details the scope of work including reconstruction of 0.64 miles of Moose Wilson Road, realignment of 0.45 miles, work on Death Canyon Road, and construction of a new parking area.
• Geology and Subsurface Conditions: Includes information on the local geology, results of subsurface investigations (13 borings), and groundwater conditions.
• Design Recommendations: Offers recommendations for drainage, reconstruction segments, realignment segments, and the Death Canyon Road/Trailhead Parking Area, including considerations for earthwork, grading, and infiltration.
• Construction Considerations: Provides guidance on scheduling earthwork, grading practices, and infiltration testing.
• Limitations: Outlines the scope and limitations of the report.
• Appendices: Contains supplementary information such as boring location maps, descriptive terminology, laboratory test reports, and soil texture information.

This report is crucial for bidders as it details the existing subsurface conditions, potential challenges, and geotechnical recommendations for the project. Understanding the soil types, stability, drainage, and construction considerations will be essential for accurate bidding, project planning, and execution. It informs decisions regarding material suitability, potential construction methods, and site preparation requirements.

Other / Unclassified

This document is a pre-demolition asbestos and hazardous materials survey report for the Wittmer House, located in Wilson, WY. The survey was conducted on September 29, 2016, by Jorgensen Associates, P.C., in association with Ecology & Environment, Inc. The report details the identification, location, and quantification of suspect asbestos-containing materials (ACM) and other hazardous materials within the Wittmer House, a studio, and a cabin on the property.

This document is crucial for any bidder involved in the deconstruction, demolition, or site rehabilitation of the Wittmer Property. It identifies specific hazardous materials that must be managed and disposed of properly, including:

• Asbestos-Containing Materials (ACM): Found in 80 sqft of 9x9 floor tile and 450 sqft of sheet flooring.
• Mercury-Containing Items: Fluorescent lamps, thermostat switches.
• PCB-Containing Materials: Ballasts in fluorescent light fixtures.
• Other Hazardous Materials: Lead paint (not detected), radioactive materials in smoke detectors, automotive batteries, containers of potentially hazardous materials (including wood preservatives, cleaners, and solvents), rock salt, and brine tank.
• Biological Hazards: Rodent and bat feces in the attic, posing risks of Hantavirus and Histoplasmosis.

The report also includes recommendations for abatement and deconstruction, cost estimates for these activities, and details on disposal options for various hazardous materials. Bidders will need to use this information to accurately scope their work, develop cost proposals, and ensure compliance with environmental regulations during the project, which is scheduled for May through October of 2017.

Form / Attachment / Pricing Sheet

This document is a Class C Construction Cost Estimate for the deconstruction of the Barker-Davis Williams house. It provides a detailed breakdown of costs associated with the deconstruction project, including site preparation, demolition, and site improvements.

• Project Information: Details about the project, park, and estimate preparation.
• Background Supporting Material: Outlines the scope of work for deconstruction and hazardous material removal.
• Source of Cost Data: Lists the sources used for cost estimation (e.g., local contractors, RS Means).
• Estimate Assumptions: Explains the methods used for estimating and how quantities were determined.
• Major Changes from Previous Estimate: Notes any revisions made to the estimate.
• Description of Mark-Up & Add-Ons: Details factors like location, remoteness, taxes, and contingencies.
• Line Item Cost Summary: Breaks down costs for Site Preparation, Site Demolition, and Site Improvements, including labor, equipment, and materials.

This document provides crucial cost information for potential bidders interested in the deconstruction opportunity. It outlines the estimated expenses for various aspects of the project, allowing bidders to understand the financial scope and prepare their proposals accordingly. The detailed cost breakdown can inform bidding strategies and resource allocation.

Other / Unclassified

This document is a "Memorandum for Record" from the Federal Highway Administration (FHWA) detailing a "Brand Name Justification & Approval" for the Moose Wilson Road Phase 2 project. It justifies the use of specific brand-name products for roadway construction, citing FAR 6.302-1 for "only one responsible source and no other supplies or services will satisfy agency requirements." The justification covers specific hardware for video imagery collection, communication within the park's IT infrastructure, and a trash receptacle.

This document is crucial for bidders as it outlines specific brand-name products that are required for the opportunity. Bidders need to understand that the solicitation will call for these particular items, which are unique to specific manufacturers. The document lists the brand names, manufacturers, quantities, unit prices, and total estimated values for each item, including:

• Axis Communications, Inc.: AXIS® M3216-LVE Network Camera
• Parking Logix: PTRAK-E Side Mounted Laser Sensor
• Cisco Systems, Inc.: PWR-IE170W-PC-AC power supply, IE-1000-4P2S-LM industrial ethernet switch
• BearSaver: BearSaver™ Item #CE 340-CH Trash Receptacles
• Valhalla Wood Preservatives Ltd.: Lifetime® Wood Treatment
• LBFoster® CXT® Products: CXT® Double Cascadian Vault Restroom with Chase

The document also provides detailed justifications for why these specific brand-name products are essential, citing IT compatibility, operational requirements in extreme temperatures, ease of maintenance, cultural landscape requirements, and NDDA compliance. This information helps bidders understand the technical and functional requirements tied to specific manufacturers.

Form / Attachment / Pricing Sheet

This document is a Stormwater Pollution Prevention Plan (SWPPP) template intended to assist operators in developing a SWPPP that complies with Part 9.2 of the Wyoming Department of Environmental Quality WYPDES Storm Water Program Large or Small Construction General Permit. It is designed to control erosion and sedimentation, prevent stormwater contamination, and comply with Clean Water Act requirements.

• Project Information: Includes project name (Moose Wilson Road, Phase 2; WY NPS GRTE 2020(1)), location, and estimated disturbed area (8.6 acres).
• Permittee Information: Identifies the FHWA Western Federal Lands as the permittee.
• SWPPP Administrator: Designates the General Contractor as the administrator, with details to be updated.
• Site Description: Details the construction activity, including realignment of Moose-Wilson Road and Death Canyon Road, relocation of the Death Canyon Trailhead, and construction of parking areas. The estimated final stabilization date is October 1, 2027.
• Sequence of Activities: Lists major construction activities from erosion and sediment control to paving and landscaping.
• Disturbed Acres: Breaks down the estimated disturbed area by location.
• Support Activities: Describes potential pollution sources from support activities, to be updated by the contractor.
• Vegetation Description: Details existing vegetation and potential disturbance.
• Pollution Sources: Lists potential pollution sources such as vehicle fueling, equipment maintenance, and storage of chemicals.
• Drainages: Identifies receiving waters as Lower and Upper Stewart Draw.
• Impaired Waters: Notes that no 303(d) listed water bodies are within or near the project area.
• Site Maps: References the need for site maps detailing construction boundaries, soil disturbance areas, surface waters, storage areas, erosion controls, topography, and drainage patterns.
• Best Management Practices (BMPs): Outlines erosion prevention (vegetation preservation, surface roughening, permanent seeding) and sedimentation control (silt fence, fiber rolls, vegetative buffers) measures.
• Maintenance and Inspections: Describes schedules and procedures for BMP maintenance and site inspections.
• Signature and Certification: Includes certification by the Environmental Manager.

This document outlines the environmental compliance requirements, specifically related to stormwater management, for the Moose Wilson Road Phase 2 project. Bidders need to understand these requirements to ensure their proposed work plans and operational procedures comply with the SWPPP and the WYPDES permit. It details the scope of work, potential environmental impacts, and the best management practices that must be implemented to mitigate those impacts, which will be critical for project execution.

Solicitation / RFP / RFQ

This solicitation is a Task Order Request for Proposals (TORP) for construction services under the Yellowstone, Grand Tetons, and Surrounding Area Multiple Award Task Order Contract (MATOC) IDIQ holders. The project involves reconstruction of Moose Wilson Road Phase 2 and WY NP GRTE 11(1), Teton Park Road - Moose to Taggart Lake Trailhead. The solicitation is for the Base Schedule and includes an Option X.

Base Schedule:

• Reconstruction of Moose Wilson Road from LSRP Visitor Center Entrance to Death Canyon Trailhead Parking Lot.
• Overlay of Death Canyon Road between Moose Wilson Road and Death Canyon Trailhead.
• Aquatic Organism Passage (AOP) installations at Upper and Lower Stewart Draw.
• Expanded turnouts, roadway obliteration, removal of three residences (including fencing, outbuildings, and approach roads).
• Realigning Moose Wilson Road at Teton Park Road, construction of a turnaround, and roadway obliteration of the current alignment.

Option X Schedule:

• Construction of a roundabout and new bike path connection on Teton Park Road.

• Includes roadway, bike path, electrical, and lighting improvements.

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

• Period of Performance: Work to commence within 10 calendar days after notice to proceed, with completion by November 19, 2027. Notice to proceed assumed by March 23, 2026.

• Estimated Price Range: $25,000,000 to $35,000,000.

• Electronic bids are not accepted. Submit printed copy of bid to the issuing office.

• Proposal Due Date: See Page A-3, Block 13A.

• Evaluation Criteria: Selection of the successful offer is based on price.

• Submission Instructions: Offers are due by 1400 local time on 02/03/2026 at the address in Item 8.

• Offer guarantee is required (20 percent of total offer amount for all schedules or $3 million, whichever is less).

• Offers providing less than 60 calendar days for Government acceptance will be rejected.

• This solicitation is solely for the MATOC IDIQ holders.

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

• Electronic plan sheets are available at a provided SAM.gov link.

• Project location is 14 miles North of Jackson, Wyoming in Teton County.

• Signs have not been erected to identify project limits; no Government personnel will be available for show-me tours.

• Pre-proposal questions accepted until close-of-business five (5) days prior to the due date.

• Fraud Alert: Be aware of fraudulent letters requesting banking information.

Solicitation / RFP / RFQ

This document provides preliminary plans and information to prospective offerors for the WY NPS GRTE 2020(1) Moose Wilson Road Phase 2 and WY NP GRTE 11(1), Teton Park Road - Moose To Taggart Lake Trailhead project. The project will be advertised during winter 2025/2026. Offerors are encouraged to view the project site during fall conditions as access may be limited during winter due to snow.

Base Schedule:

• Reconstruct Moose Wilson Road from Laurance S. Rockefeller Preserve to Death Canyon Road Junction.
• Reconstruct/overlay Death Canyon Road.
• Construct two formal parking areas in Grand Teton National Park.
• Construct a 0.7-mile realignment of Moose Wilson Road between Teton Park Road and the current roadway.
• Demolish and remove 3 structures in the Moose Wilson Road corridor.
• Construction includes structure removal, roadway excavation, roadway obliteration, asphalt concrete paving, construction of two AOP culverts, and pavement marking.

Option X (WY NP GRTE 11(1)):

• Reconstruct the Teton Park Road and Menors Ferry Road intersection.

• Include a new roundabout, lighting, traffic counters, and bike path connection.

• The work will be solicited as a Base Schedule and Option Task Order.

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

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

• Not specified in this document.

• Project Location: Grand Teton National Park, Teton County, Wyoming.

• Technical Questions: Submit via email to wfl.plans-spec@dot.gov.

• General Questions: Contact wfl.contracts@dot.gov or 360-619-7520.

• No Federal Highway Administration personnel will be available for show-me tours.

Form / Attachment / Pricing Sheet

This document comprises two key components: a "Sheet Index" and a "Tabulation of Quantities." The Sheet Index serves as a comprehensive guide to all project drawings and plans, organized by section and detailing sheet numbers and titles. The Tabulation of Quantities provides a detailed breakdown of materials and quantities required for various project elements, including road construction, traffic control, soil erosion control, drainage, barriers, permanent traffic control, sign systems, and utility components.

• Sheet Index: Organized by sections A-P, listing sheet numbers and titles. Includes project identifiers like NPS PMIS and drawing numbers.
• Tabulation of Quantities: Details specific items such as "Median, Exposed Aggregate Concrete," "Silt Fence," "Fiber Roll," "Structural Excavation," "Pipe Culvert," "Construction Sign," "Barricade Type 1," "Boulder (Landscaping)," "Curb, Log," "Removal of Sign," "Sign System," "Utility Box, Pullbox," and "Conduit." Quantities are often specified by location, station, alignment, or type.

These documents are critical for bidders. The Sheet Index acts as a roadmap for navigating the project's technical documentation, ensuring bidders understand the full scope. The Tabulation of Quantities directly impacts proposal pricing, resource allocation, and logistical planning by providing the specific material and component quantities needed. Bidders must thoroughly review these details to accurately estimate costs and confirm their capacity to meet project demands.

Solicitation / RFP / RFQ

This document outlines a project for reconstruction, utilities, grading, aggregate, asphalt pavement, minor concrete pavement, roadway obliteration, and site improvements along Moose Wilson Road Phase 2 and Teton Park Road in Grand Teton National Park, Wyoming. The project is located 15 miles north of Jackson, Wyoming, in Teton County.

The work involves various divisions of construction, including:

• Project Requirements: Surveying, staking, quality control, sampling, testing, and erosion/sediment control (silt fence, culvert pipe, fiber roll, stabilized construction exit, watering).

• Earthwork: Clearing and grubbing, removal of structures and obstructions (including various types of demolition and removal), excavation, embankment, and subexcavation.

• Aggregate and Base Courses: Crushed aggregate, roadway aggregate, and full depth reclamation.

• Asphalt Pavements & Surface Treatments: Asphalt concrete pavement and asphalt tack coat.

• Rigid Pavement: Minor concrete pavement (reinforced, 6-inch and 9-inch depth, colored options) and bridge railing.

• Incidental Construction: Concrete foundations, culverts, drains, manholes, inlets, catch basins, curb and gutter, sidewalks, medians, detectable warning panels, and concrete barriers.

• Fences, Gates, Cattle Guards and Bollard: Installation and removal of various types of fences and gates.

• Traffic Control: Permanent and temporary traffic control measures, including pavement markings, signage, delineators, and traffic control devices.

• Lighting & Electrical Systems: Installation of lighting, electrical systems, traffic signals, and conduits.

• Roadside Development: Installation of fixtures such as trash receptacles, benches, and bicycle racks, as well as landscaping.

• Project Length: 2.95 Miles

• Estimated Price Range: $20 million to $30 million

• Tentative Fixed Completion Date: Winter 2027

This document primarily details the scope of work and does not contain specific submission instructions or evaluation criteria. These are likely to be found in the main solicitation document.

Not specified in this document.

• The document includes quantities for both a "Base Schedule" and an "Option X" for many items, indicating potential for contract modifications or phased work.
• "LPSM" (Lump Sum) is used for some quantities.
• "(yes/no)" indicates whether certain requirements are applicable.
• "(US Customary Units)" is specified for the description of work.