WY NPS GRTE 2020(1), Moose Wilson Road Phase 2
ID: 69056724B000001Type: Solicitation
Overview

Buyer

TRANSPORTATION, DEPARTMENT OFFEDERAL HIGHWAY ADMINISTRATION690567 WESTERN FEDERAL LANDS DIVVANCOUVER, WA, 98661, USA

NAICS

Highway, Street, and Bridge Construction (237310)

PSC

CONSTRUCTION OF HIGHWAYS, ROADS, STREETS, BRIDGES, AND RAILWAYS (Y1LB)
Timeline
    Description

    The Department of Transportation, through the Federal Highway Administration, is seeking contractors for the Moose Wilson Road Phase 2 project, designated as WY NPS GRTE 2020(1), located in Grand Teton National Park, Wyoming. The project involves the reconstruction and realignment of approximately 1.386 miles of roadway, including the installation of Aquatic Organism Passage (AOP) culverts and improvements to adjacent roads and trails, aimed at enhancing access while preserving the park's ecological integrity. This procurement is critical for maintaining infrastructure within national parks, ensuring safety and accessibility for visitors. Interested contractors must submit their bids by the extended deadline of December 3, 2024, and can direct inquiries to the Contracts G. Office at wfl.contracts@dot.gov or by phone at 360-619-7520.

    Point(s) of Contact
    Files
    Title
    Posted
    The document is an amendment (A001) to the solicitation for the Moose Wilson Road Phase 2 project, issued by the Federal Highway Administration. It officially revises the submission deadline for offers, now extended to 2:00 PM on December 3, 2024. The amendment informs contractors that they must acknowledge receipt prior to the new deadline, emphasizing the importance of timely acknowledgment to avoid rejection of offers. Other terms and conditions of the original solicitation remain unchanged. This amendment ensures that potential contractors are fully informed of the updated timeline, which is crucial for maintaining project schedules and facilitating effective bidding processes in government contracts.
    The document is an amendment to a federal solicitation for the Moose Wilson Road Phase 2 project, administered by the Federal Highway Administration under the Department of Transportation. It specifies changes to the bid schedule and contract clauses, affecting numerous work items including clearing, excavation, and traffic control installations. Key revisions include updates to pavement marking specifications and a comprehensive schedule that details quantities and prices for various construction elements. Key amendments are effective from November 22, 2024, and emphasize contractor obligations regarding bid acknowledgment and compliance with outlined quality control measures. Contractors must submit revised bid pages and adhere to new technical guidelines for materials and project management. The document serves to clarify and streamline the solicitation process, ensuring compliance with federal project requirements essential for successful project implementation.
    This document is an amendment to a solicitation for the project titled "WY NPS GRTE 2020(1), Moose Wilson Road Phase 2," issued by the Department of Transportation's Federal Highway Administration. The amendment, designated as A003, became effective on November 26, 2024, and primarily revises the terms related to the prohibition of unmanned aircraft systems from certain foreign entities under the American Security Drone Act. A new page (C-136) is added, detailing FAR Clause 52.240-1, which forbids contractors from delivering or operating unmanned aircraft systems manufactured by specified foreign entities after December 22, 2025. Contractors are required to check a government-maintained list of these entities prior to submitting offers or performing contracts and must ensure compliance with any exemptions or waivers outlined. The overall purpose of this amendment is to safeguard national security by limiting the use of foreign-manufactured drones in federal contracts, indicating a broader governmental strategy to control technological inputs in public projects. All other terms of the original solicitation remain unchanged.
    The document appears to consist mainly of digitally signed timestamps by an individual named Marino Chea, occurring on December 4, 2024. The lack of substantive content or discernible topics indicates that this file may serve a procedural function, possibly as an authentication or verification step within an administrative process related to federal government RFPs, grants, or state/local proposals. Given the absence of additional context or detail in the file, no specific projects, funding opportunities, or policies are presented. As it currently stands, the document's utility may be limited to confirming the engagement or acknowledgment of a process, rather than providing actionable or informative content relevant to government procurement or grants.
    The file outlines the summary of a bid opening for Solicitation No. 69056724B000001 regarding the Moose Wilson Road Phase 2 project in Grand Teton National Park, dated December 3, 2024. The main point is the receipt of bids from contractors, with Hong Kong Contractors emerging as the low bidder at $18,106,128.00, significantly above the engineer's estimate of $12,552,760.00. Other options were submitted with respective costs for Schedule A and additional choices included in the bid. A total of nine bids were anticipated, but only one was recorded in this summary. The bid opening was attended by four individuals in person and five online, led by Officer Marino Chea with assistance from Rebekah Webb. The document serves as an official record of the bidding process, which is a critical aspect of government contracts and grants management, ensuring transparency and competition in public procurement.
    The FLH Bridge Oversized/Overweight Permit Load Request form is designed for applicants seeking authorization to transport oversized or overweight vehicles across specific bridges. The application requires detailed information including the applicant's name, company details, and contact information, along with specific characteristics of the load such as dimensions and gross weight. The form also specifies the intended route and date of movement, mandating a sketch of the vehicle configuration. Furthermore, applicants must provide extensive details about axle numbers, axle spacing, weight distribution per axle, and tire counts. The document clearly states that any permit submitted with incomplete or unclear information will be returned for correction, emphasizing the precise nature of the application process. The overall purpose of this document aligns with government regulations regarding transportation safety and infrastructure integrity, ensuring that oversized loads do not compromise bridge stability while facilitating necessary movement. The structured format aids in systematic evaluations by the reviewing agency, which will then approve or deny the permit based on the provided data.
    The Moose Wilson Road Phase 2 project in Grand Teton National Park involves the reconstruction and realignment of sections of Moose Wilson Road and improvements to adjacent roads and trails, particularly Death Canyon Road. The purpose of the project is to enhance access to key park destinations, promoting safety and preservation within a sensitive ecological environment. The geotechnical report provides a comprehensive analysis of soils, groundwater conditions, and geological features along the project corridor, highlighting the presence of frost-susceptible soils and the necessity for careful drainage management. Key tasks include the reconstruction of 0.64 miles of roadway, installation of Aquatic Organism Passage (AOP) culverts, and development of a new parking area. Various subsurface investigations revealed soil types ranging from silty sand to well-graded gravel, indicating moisture sensitivity and frost risk. Recommendations include ensuring positive drainage, managing roadway cross slopes, and avoiding significant disturbances to existing vegetation. Construction considerations stress scheduling earthwork during dry conditions to mitigate soil softness and controlling runoff to safeguard against erosion. The report underscores the importance of implementing geotechnical recommendations to maintain roadway integrity and environmental compliance. Overall, this initiative represents a commitment to infrastructure improvements while prioritizing ecological conservation in the park.
    The Federal Highway Administration's Road Inventory Program (RIP) assesses the condition of paved routes and parking areas in national parks, including Grand Teton National Park. This final report, prepared as part of Cycle 6, which spanned from 2014 to 2020, outlines the methodologies for determining road conditions using both automated vehicles and manual ratings. The RIP commenced in the mid-1970s to identify deficiencies in park roads, and it has evolved through successive cycles to establish comprehensive roadway condition inventories across the National Park System. The report includes an overview of the park route inventory, condition summaries, and methodologies for analyzing data collected. The program's goal is to support the effective maintenance and rehabilitation of park roads by providing interim and long-term performance forecasts based on condition assessments. The ongoing efforts under Cycle 6 will result in updated condition data for approximately 5,700 miles of paved roads and associated parking areas, reinforcing the program's commitment to preserving vital infrastructure while ensuring visitor safety and experience.
    The document is a physical data report for the Federal Highway Administration's project, "Moose Wilson Road Phase 2" under the Western Federal Lands Highway Division in Wyoming. It outlines detailed alignment data for the road, including horizontal and vertical alignments, and superelevations, spanning pages 1-61. The report provides precise coordinates, station numbers, curvature specifications, and other critical metrics necessary for road construction and design, focusing on the various elements that comprise both horizontal and vertical alignments. Additionally, the document serves as a technical reference detailing the parameters of the road’s design, ensuring compliance with federal standards. By emphasizing the need for precision in roadway construction, the report aligns with the objectives of government RFPs, highlighting federal efforts to improve infrastructure and transportation systems in national parks while supporting regulatory frameworks.
    The document outlines survey control information for the "NPS GRTE 2020(1)" project, conducted in Wyoming by the WFLHD Survey team. It details the need for two sheets of survey data and provides instructions for transferring survey control points into an Excel format. The project spans the Moose-Wilson Road Phase 2, with fieldwork conducted from May to July 2018. Key points include the coordinate system utilized (Wyoming West SPCS NAD83 2011), vertical datum based on NAVD88, and specific ellipsoid height calculations. The document includes a list of survey points with coordinates, elevations, and descriptions, which are critical for ensuring precise measurements in construction and project development. Control point data is vital for maintaining accuracy in state and local projects, reinforcing compliance with federal standards. Overall, this file serves as a technical guide for implementing accurate surveying standards necessary for successful completion of the referenced project.
    This document serves as a comprehensive report developed for a corridor model component quantity assessment as part of a federal RFP or grant initiative. It includes detailed quantitative data on material areas, volumes, lengths, unit costs, and associated material costs, emphasizing a thorough breakdown of responses for different mesh grading and pavement layers. Each section addresses cut, fill, and grading volumes relevant to the project’s structural requirements. Additional segments categorize individual pavement layers and grading details, highlighting specific costs to provide a complete financial overview of the materials involved. The report was created to inform stakeholders about the quantities and financial implications of relevant materials, serving as a vital tool for decision-making in the context of federal and state/local construction or improvement projects. The structured layout facilitates clear understanding, ensuring that all critical metrics are available for review, ultimately aligning with the operational standards and compliance necessary for effective project execution.
    The document details a comprehensive preliminary plan for the Moose-Wilson Road Phase 2 project, under the National Park Service (NPS) management. It includes extensive survey data, project drawings, and descriptions of necessary construction activities. Key elements involve road realignment, erosion control measures, temporary traffic control strategies, and the demolition of existing structures such as signs and fences. The project also encompasses the alignment and grading of Death Canyon Road, ensuring compliance with environmental standards and enhancing accessibility. Quantities for materials and tasks related to the construction process are meticulously outlined, emphasizing soil erosion control and roadway excavation efforts. This initiative aims to improve both infrastructure functionality and visitor safety in Grand Teton National Park, while fulfilling federal guidelines for public project development. The document is marked "PRELIMINARY - NOT FOR CONSTRUCTION," indicating its advisory nature as part of the planning phase rather than active construction directives.
    The document outlines survey control data and detailed quantities for the Moose-Wilson Road Phase 2 project, managed by the National Park Service (NPS). It includes state plane coordinates, geographic coordinates, orthometric elevations, and descriptions of survey points marked primarily with FHWA aluminum caps and pk nails. The project aims to enhance roadway infrastructure within the park, emphasizing accurate measurement and documentation in compliance with Stated and Local RFP standards. Sections provide extensive lists of required construction materials and quantities necessary for various tasks, such as roadway excavation, erosion control, utility installation, traffic control, and landscaped restoration. The project utilizes advanced surveying methods and adheres to coordinate systems like Wyoming West SPCS NAD83. This comprehensive data is essential for planning, executing, and monitoring the project's scope, ensuring safety, efficiency, and ecological integrity. Overall, the document serves as a critical component of the project management process, aligning with federal requirements for state and local projects.
    The report prepared by Jorgensen Associates, Inc., for Grand Teton National Park details a hazardous substance assessment of the Barker-Davis site prior to its deconstruction. The analysis, conducted on October 28, 2020, identified asbestos-containing materials (ACM) and lead-based paint (LBP) present in various building components. Key findings include significant quantities of ACM in the flooring and ceiling treatments, along with the detection of LBP in multiple fixtures. The project aims to comply with federal regulations concerning hazardous material removal to minimize public health risks. Specific procedures for safe handling, abatement, and disposal are outlined, including necessary notifications to regulatory bodies prior to demolition. The report also discusses the estimated costs of abatement and deconstruction alongside recommendations for waste handling during the remediation process. Safety considerations during deconstruction emphasize the importance of using properly trained personnel, implementing necessary safety measures, and ensuring compliance with environmental regulations, reinforcing the National Park Service’s commitment to maintaining safety and ecological integrity during construction activities. The findings guide the practical execution of future renovation or demolition projects within the park setting.
    The Barker-Davis Williams House, located in Grand Teton National Park, underwent a hazardous materials survey by Jorgensen Associates, Inc. The assessment aimed to identify hazardous substances before demolition to restore natural resources without expanding developed areas. The survey confirmed the presence of asbestos-containing materials, specifically 238 square feet of floor tiles, and lead-based paint in bathroom fixtures. No significant radioactive, PCB-containing materials, or other hazardous articles were detected. Additionally, signs of biological hazards, such as rodent feces linked to hantavirus, were identified. The proposed deconstruction project includes legal disposal, recycling efforts, and site rehabilitation, emphasizing environmental safety following applicable regulations. Cost estimates for abatement and deconstruction are provided, guiding future actions for restoring the house's site in line with National Park Service objectives. This comprehensive survey serves as a foundational step for managing hazardous materials in preparation for the house's removal, ensuring compliance with environmental regulations and the safety of workers and the surrounding ecosystem.
    Jorgensen Associates, P.C. conducted a pre-demolition asbestos and hazardous materials survey of the Wittmer House in Grand Teton National Park on September 29, 2016. The survey aimed to identify and evaluate asbestos-containing materials (ACM) and other hazardous materials as a requirement under EPA regulations prior to demolition. The findings revealed the presence of asbestos in approximately 80 square feet of 9x9 floor tile and 450 square feet of sheet flooring, necessitating removal before any demolition actions. In addition, the survey identified several hazardous materials, including mercury-containing items and potential biological hazards related to bat droppings. Recommendations were made for safe abatement and deconstruction practices, emphasizing the recycling and proper disposal of materials. The overarching purpose of the document is to ensure compliance with environmental regulations while mitigating health risks associated with hazardous materials during the deconstruction process scheduled for May through October of 2017. The report includes comprehensive details such as site maps, analytical reports, and cost estimates for necessary abatement and construction activities.
    The document is an Invitation for Bids for the Moose Wilson Road Phase 2 project, as issued by the U.S. Department of Transportation's Federal Highway Administration. The solicitation number is 69056724B000001, and it is designated for construction work within Grand Teton National Park in Teton County, Montana. The project involves a primary base length of approximately 1.386 miles, with options for additional work. Bids must be submitted in written form, and electronic submissions are not accepted. Contractors are required to complete various forms, including a Bid Schedule, Authority to Sign, and Representations & Certifications. A fixed completion date is expected, and bidders are reminded to check figures and amend documents as needed. Specific bid guidelines mention a price evaluation for large businesses compared to HUBZone small businesses, while outlining the necessary insurance and performance bonds. The project is open for full competition, aiming to ensure diverse participation, including a subcontracting plan for larger firms. Overall, this solicitation represents a structured approach to procure construction services for public infrastructure, aligning with federal regulations and standards.
    The Stormwater Pollution Prevention Plan (SWPPP) for the Moose Wilson Road Phase 2 project in Grand Teton National Park is developed by the Federal Highway Administration to prevent erosion, sedimentation, and stormwater contamination during construction. This site-specific plan adheres to the Wyoming Department of Environmental Quality's guidelines under the Clean Water Act and includes multiple tabs addressing various aspects of site management, including erosion and sediment control strategies, revegetation plans, and storm water discharge monitoring. Key project activities involve realignment of Moose Wilson Road and Death Canyon Road, construction of new parking areas, and rehabilitation of existing facilities. The total area scheduled for disturbance is approximately 8.6 acres out of a 19.3-acre site. Various best management practices (BMPs) are laid out to minimize environmental impacts, including silt fences and fiber rolls for sedimentation control and preservation of existing vegetation to reduce erosion. Inspections will be conducted regularly to ensure compliance, detailing the effectiveness of instituted BMPs and other operational controls. The plan emphasizes the importance of proper employee training, maintenance of BMPs, and monitoring execution to comply with environmental standards. This SWPPP not only aims to protect the ecological integrity of Grand Teton National Park but also reflects federal commitment to sustainable construction practices.
    The Western Federal Lands Highway Division is soliciting proposals for the Moose Wilson Road Phase 2 reconstruction project in Grand Teton National Park, Wyoming (Solicitation No. 69056724B000001). The project includes various improvements, such as grading, drainage, paving, and culvert construction on Moose Wilson Road, along with overlay and culvert replacement on Death Canyon Road. Prospective contractors are advised to visit the project site during favorable fall conditions as winter access may be restricted. Preliminary plans are attached for reference, and technical questions should be directed via email to the provided address. Solicitation documents will be available in the Fall/Winter of 2024, with notifications accessible through the SAM website. This project underscores the federal commitment to maintaining and improving national park infrastructure.
    The Moose Wilson Road Phase 2 project, located 14 miles north of Jackson, Wyoming, involves significant roadway reconstruction and site improvements over a length of 1.837 miles. The estimated cost is between $10 and $20 million, with a targeted completion date of Summer 2027. Key project components include grading, asphalt paving, drainage, and roadway obliteration, along with comprehensive environmental mitigation measures such as soil erosion control and landscaping. The project’s work is structured into various divisions, specifying detailed contract requirements, such as earthwork, pavement, bridge construction, and incidental infrastructure. Important tasks also involve the removal of existing structures, excavation, and installation of culverts and drainage systems. Traffic control measures will be critical during construction to ensure safety and accessibility. Overall, this document outlines a robust plan for infrastructure enhancements, emphasizing environmental stewardship and adherence to safety regulations, essential for federal and state compliance in public construction projects. The comprehensive approach taken in this RFP reflects the government’s commitment to improving transportation infrastructure while addressing ecological impacts.
    The file pertains to the Moose Wilson Road Phase 2 project under Project No. WY NPS GRETE 2020(1). It primarily addresses inquiries related to geotechnical and materials testing requirements for the project. The document indicates that potential contractors can find comprehensive information about the project and its specified work in the solicitation documents available on sam.gov. The communication is between an interested party, PSI, seeking clarification on the necessity of testing services, highlighting their eagerness to propose their offerings. The solicitation is part of federal processes regarding Requests for Proposals (RFPs), echoing a commitment to transparency and thorough communication for potential suppliers in governmental projects. Overall, this document underlines the significance of understanding the requirements outlined in official solicitation documents for engaging in federal contracting opportunities.
    The Moose Wilson Road Phase 2 project, designated as Project No. WY NPS GRETE 2020(1), involves inquiries about the need for geotechnical and materials testing. Interested parties, such as PSI, are encouraged to submit proposals based on information available in the solicitation documents posted on sam.gov. The project's staffing requirements are still undecided, and bidders are advised to prepare their proposals in accordance with the specified solicitation details. This document serves as a communication platform for potential contractors to clarify technical aspects of the project, ensuring that all necessary requirements are understood for a successful bid. As the project progresses, proper documentation and adherence to guidelines will be critical for execution.
    The Moose Wilson Road Phase 2 project (Project No. WY NPS GRETE 2020(1)) is currently prepared for bidding, with solicitation documents available on sam.gov, detailing required work. The document addresses several technical inquiries from bidders regarding geotechnical services, structural concerns related to culvert designs, and staffing determinations, indicating these queries will be managed through forthcoming amendments. Specific concerns noted include potential typographical errors in structural details, the feasibility of precasting wing walls, and gasket requirements for culverts. The responses highlight the project's ongoing development stages, emphasizing the importance of adhering to provided guidelines in the bidding process. This document illustrates the necessity for clear communication between stakeholders and the adaptability of project plans as technical details evolve, ensuring compliance with federal RFPs in infrastructure development.
    The Moose Wilson Road Phase 2 project, under Project No. WY NPS GRETE 2020(1), involves multiple inquiries and clarifications regarding its development and technical requirements. The document discusses the need for geotechnical and materials testing, staffing uncertainties, and specific construction concerns related to culverts and pavement markings. A contractor has raised issues regarding design specifications, such as a potential typo in a structural detail and the height of wing walls for precast elements, alongside queries about gasket requirements for culverts. Furthermore, logistical challenges are highlighted regarding the procurement of vault toilets, which face significant lead times, prompting suggestions for FHWA to consider facilitating earlier orders or publishing acceptable models to avoid construction delays. The document indicates that many of these concerns will be addressed in an upcoming amendment (A001). Overall, the file illustrates the collaborative process inherent in government RFPs, emphasizing clarity, compliance, and response to contractors' needs as they progress toward project execution.
    The Moose Wilson Road Phase 2 project, referenced as Project No. WY NPS GRETE 2020(1), involves a series of inquiries related to the project's execution and specifications. Key concerns include the need for geotechnical and materials testing, staffing details, and clarification on various project specifications like the Upper Stewart Draw AOP Culvert and temporary bypass road construction. Multiple requests have been made for amendments to address concerns about item lead times, specifically regarding the Installation of vault toilets, types of pavement markings, and residential housing locations. Questions also arise regarding guidelines for acceptable models for equipment orders and whether certain items will be deemed incidental or require separate measurements for payment. Overall, the document outlines ongoing communications related to technical requirements and emphasizes the importance of clear guidelines to avoid delays in construction and ensure compliance with project specifications.
    The Moose Wilson Road Phase 2 project, identified under Project No. WY NPS GRETE 2020(1), involves multiple technical inquiries regarding construction and project specifications. Key questions raised include the necessity for geotechnical and materials testing, the specifications for culverts and pavement markings, and the requirements for residential housing during the project timeline. Notably, concerns were expressed about potential delays in construction related to suppliers for key components such as vault toilets, which have lengthy lead times. Amendments to the project documentation (specifically A002 A001) are anticipated to address these inquiries, including clarifications on materials and construction methods. The project emphasizes the importance of adhering to the outlined solicitation documents on sam.gov, aiming for a coherent approach in managing contractor bids and expectations while maintaining compliance with federal guidelines. Overall, this RFP reflects the complexities of federal infrastructure projects, highlighting the necessity for precise communication and timely updates between stakeholders involved in the Phase 2 development.
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