Z--GRTE MORMON ROW LANDSCAPE REHAB

Amendment / Modification

• Amendment 0002 updates the Questions & Answers (Q&A) section with one additional question.

• The Q&A section of the solicitation is affected.

• No changes to proposal deadlines, requirements, or evaluation factors are indicated by this amendment. The amendment's effective date is 02/27/2026.

Questions & Answers / Clarifications

This document provides responses to vendor questions regarding Solicitation 140P1426R0002 for the Mormon Row Landscape Rehab project. It clarifies specifications, requirements, and potential ambiguities.

• Asphalt Pavement Abutting Concrete: Sawcutting concrete edges is not required; formed concrete curbs will provide a clean edge. Hot poured asphalt joint sealer is also not required.
• Geotechnical Report: The Geotechnical Report (Soils Report No. 224-145 by Yeh & Associates, dated July 22, 2025) has been attached. Bidders should refer to it for pavement design requirements. If the report's requirements exceed the minimum specified in Section 32 12 16, it may constitute a scope change.
• Dual Hatting Roles: The designated Superintendent can act as the On-site Quality Control Supervisor and On-site Safety Supervisor if they meet the qualifications for each role. Triple hatting (including SSHO and QCM) is also permitted under the same condition.
• Project Tax Exempt Status: Refer to FAR 52.229-3 Federal, State, and Local Taxes.
• Mulching: Mulching is highly recommended but not required. Bidders should adhere strictly to seeding specification section 32 92 19.
• Pervious Pavement: The dark dot pattern on plans indicates pervious pavement (CLIN 3: Trail construction). The lighter dot pattern indicates RAP trail for repair (CLIN 5: Detached Trail).
• Reuse of Demolition Gravel: Suitable demolition gravel from existing parking areas may be reused within the project area.
• Material Disposal: The Kelly Pit cannot be used for disposal of excess or unsuitable material; off-site disposal must be included in bids. Weed-free materials may be stored at the Kelly Pit.
• Selective Clearing: Selective clearing includes work areas within project limits requiring vegetation and soil removal. All staking is the contractor's responsibility.
• Decompaction Depth: A minimum decompaction depth of twelve inches is required prior to replacing salvaged topsoil, as indicated in PART 3.4, E. 1. of specification 32 91 13.
• Construction Phasing: A suggested work sequence is in Section 01 11 00, but alternative sequencing is encouraged. Parking lot work must be completed by November 15; other work by October 1.
• Human Exclusion Fence: The fence will not be removed at the end of construction.
• Empty Conduit: The empty conduit in CLIN 1 is no longer needed. Approximately twenty feet of four-inch diameter PVC conduit, buried 24 inches below the trail, connecting the parking area sidewalk to the Mormon Row accessible trail, should be added.
• Pervious Asphalt Substitution: Pervious asphalt cannot be substituted for pervious trail Filterpave.
• Concrete Edger Manufacturer: No specific manufacturer is required; precast concrete manufacturers meeting the qualifications in 03 40 00 are acceptable.
• Revegetation Experience: Colorado experience is acceptable for Supervisor and Site Crew experience requirements in similar environments.
• Asphalt Mix Typo: The reference to Table 703-4 in the Geotech report is a typo; it should be Table 703-3 for nominal ½ inch grading.

This Q&A document clarifies several technical specifications and logistical requirements. Bidders should review these responses carefully to ensure their proposals accurately reflect the clarified scope and requirements. No changes to submission deadlines or evaluation factors are indicated.

Form / Attachment / Pricing Sheet

This document is a Geotechnical Investigation Report for proposed improvements at the Mormon Row Cultural District in Grand Teton National Park. It provides an evaluation of subsurface conditions and geotechnical recommendations to guide the design and construction of new park infrastructure.

• Site Conditions and Geologic Setting: Describes the location, existing structures, vegetation, and geological mapping of the project area.
• Subsurface Investigation: Details the field exploration (8 borings), subsurface conditions encountered (sandy lean clays, sand with gravel), and groundwater observations (none encountered).
• Laboratory Testing: Summarizes results of tests on soil samples, including classification, water-soluble sulfate and chloride content, pH, and resistivity. It notes the severity of sulfate exposure and recommends review by a corrosion engineer.
• Construction Recommendations: Provides guidance on site development, excavation and trench construction (including OSHA safety considerations), structural fill requirements, compaction requirements, utility trench backfill, drainage, and construction in wet or cold weather.
• Foundation Design Recommendations: Offers recommendations for lightly loaded shallow foundations, including allowable bearing pressure and footing depth.
• Lateral Earth Pressures: Presents soil parameters for the design of retaining walls.
• Pavement Design: Details recommendations for pavement thickness and asphalt mixes for parking lots and access drives, based on traffic loading and subgrade soil conditions.
• Limitations: Outlines the scope and limitations of the investigation.
• Appendices: Includes boring location plans, boring logs, laboratory test results, site photographs, and pavement design information.

This report is critical for any bidder involved in the design and construction of the proposed improvements. It provides essential data on soil conditions, foundation requirements, pavement design, and excavation safety, which will directly impact construction methods, material selection, and overall project planning. Understanding these geotechnical aspects is crucial for accurate bidding and successful project execution.

Questions & Answers / Clarifications

This document provides responses to vendor questions regarding Solicitation 140P1426R0002 for the Mormon Row Landscape Rehab project, Amendment 1.

• Asphalt Pavement Abutting Concrete: Sawcutting of new concrete edges is not required. Formed concrete curbs will provide a clean edge. Hot poured asphalt joint sealer is also not required.
• Geotechnical Report: The Geotechnical Report (Soils Report No. 224-145 by Yeh & Associates, dated July 22, 2025) has been attached. Bidders should refer to this report for pavement design requirements. If the Geotechnical Report requirements exceed the minimum pavement section stated in Specification 32 12 16 (8” subgrade reconditioning, 6” aggregate base, 4” asphalt), any revisions will be issued via formal modification.
• Dual Hatting Roles: The designated Superintendent can act as the On-site Quality Control Supervisor and/or On-site Safety Supervisor if they meet the qualifications for each role. Triple hatting (Superintendent, SSHO, and QCM) is permitted under the same conditions.
• Tax Exempt Status: Refer to FAR 52.229-3 Federal, State, and Local Taxes.
• Mulching: Mulching is not required for seeding sections. Bidders should adhere strictly to seeding specification section 32 92 19. Other references to mulch were unintentional.
• Pervious Pavement: The dark dot/dense dot pattern on layout and revegetation plan sheets indicates CLIN 3: Trail construction (pervious pavement). The lighter/less dense dot pattern indicates CLIN 5: Detached Trail (RAP trail for 20% repair).
• Reuse of Demolition Gravel: Suitable demolition gravel from existing parking areas may be reused onsite.
• Material Disposal / Kelly Pit: The Kelly Pit cannot be used for disposal of excess or unsuitable material. Off-site disposal must be included in bids. Weed-free materials, supplies, and equipment may be stored at the Kelly Pit.
• Selective Clearing Scope: Selective clearing includes work areas within project limits requiring vegetation and soil removal. All staking is the contractor's responsibility.
• Decompaction Depth: A minimum decompaction depth of twelve inches is required prior to replacing salvaged topsoil, as indicated in Specification 32 91 13, PART 3.4, E. 1.
• Construction Phasing: A suggested work sequence is in Section 01 11 00. Parking lot work must be completed by November 15; other work by October 1. Alternative sequencing is encouraged.
• Empty Conduit: The empty conduit in CLIN 1 is no longer needed. Approximately twenty feet of four-inch diameter PVC crossing 24 inches below the trail is required to connect the parking area sidewalk with the Mormon Row accessible trail.
• Revegetation Experience: Colorado experience is acceptable for Supervisor and Site Crew experience requirements in similar environments.

This Q&A document clarifies specifications and requirements. Bidders should incorporate these clarifications into their proposals. No changes to bid deadlines are indicated.

Amendment / Modification

This amendment (0001) to solicitation 140P1426R0002 makes the following changes:

• Posts Questions & Answers (Q&A).

• Adds the Geotechnical Report.

• The Geotechnical Report is added as an attachment.

• Q&A responses are provided, which may clarify requirements.

• The effective date of the amendment is 02/27/2026.

• Bidders should review the Q&A and the Geotechnical Report to ensure their proposals accurately address all requirements. It is not explicitly stated if the proposal deadline has been extended, but bidders should acknowledge receipt of this amendment.

Form / Attachment / Pricing Sheet

This document is a General Decision Number (GDN) for wage determination, specifically for Heavy and Highway Construction Projects in Wyoming. It outlines the prevailing wage rates and fringes for various labor classifications required for federal or federally funded construction projects in the specified counties.

• General Decision Number: WY20260044
• Publication Date: 01/02/2026
• State: Wyoming
• Counties Covered: Albany, Big Horn, Campbell, Carbon, Converse, Crook, Fremont, Goshen, Hot Springs, Johnson, Lincoln, Niobrara, Park, Platte, Sheridan, Sublette, Sweetwater, Teton, Uinta, Washakie, and Weston.
• Construction Types: Heavy and Highway.
• Labor Classifications and Rates: Detailed lists of various job roles (e.g., Carpenter, Concrete Finisher, Electrician, Equipment Operator, Laborer groups, Truck Drivers, Welders) with their corresponding hourly wage rates and fringe benefits.
• Executive Orders: Mentions of Executive Order 13706 (Paid Sick Leave) and Executive Order 13658 (Establishing Paid Sick Leave for Federal Contractors), outlining contractor obligations.
• Wage Determination Appeals Process: Information on how to appeal wage determination decisions.

Bidders must use these prevailing wage rates to accurately calculate labor costs for their proposals on relevant federal or federally funded construction projects in Wyoming. Failure to comply with these wage requirements can lead to bid disqualification or contract non-compliance. The document specifies the minimum wage and fringe benefits that must be paid to laborers and mechanics employed on the work covered by the contract.

Form / Attachment / Pricing Sheet

This document provides a comprehensive list of abbreviations and acronyms used in construction codes and standards, along with their full names and corresponding websites. It also lists applicable Federal Government Agencies and relevant Standards and Regulations.

• Abbreviations: An extensive alphabetical list of industry-specific abbreviations (e.g., AABC, AAMA, ICC, NFPA, UL) with their full names and URLs.
• Code Agencies: Lists key code organizations like the International Code Council (ICC).
• Federal Government Agencies: Identifies relevant federal bodies such as the Department of Defense (DOD), Environmental Protection Agency (EPA), and Occupational Safety & Health Administration (OSHA), with their respective websites.
• Standards and Regulations: Includes important regulatory documents like the Code of Federal Regulations (CFR).

This document serves as a reference to understand the specific codes, standards, and regulatory bodies that may be referenced throughout the solicitation documents. Bidders should consult this list to ensure they correctly interpret and comply with all referenced standards and requirements, facilitating accurate proposal preparation and execution planning.

Form / Attachment / Pricing Sheet

This document is a template for reporting on the Limitation on Subcontracting (LOS) requirements for contracts. It is intended to be used by prime contractors to report on their subcontracting activities.

• Contract Number (PIID): RFP 140P1426R0002
• Type of Set Aside: Service Disabled Veteran Owned Small Business
• Total Contract Value: Placeholder for insertion.
• Performance Period for This Report: Placeholder for date range.
• Total Amount Paid by the Government to the Prime during the Performance Period: Placeholder for insertion.
• Similarly Situated Subcontractors (SSS): Fields to report amounts paid to individual SSS and a total.
• Non-Similarly Situated Subcontractors (NSS): Fields to report amounts paid to individual NSS and a total.
• Limitation on Subcontracting Percentage: Formula provided to calculate the percentage of work performed by the prime contractor versus subcontractors.

This template is crucial for bidders to understand the reporting requirements related to subcontracting limitations. It indicates that the contract is set aside for Service Disabled Veteran Owned Small Business and requires the prime contractor to track and report on their adherence to the Limitation on Subcontracting clause. Bidders should be aware of these requirements when developing their proposals and understanding their obligations if awarded the contract.

Form / Attachment / Pricing Sheet

This document is a Past Performance Questionnaire intended to gather feedback from clients or references regarding a contractor's performance on previous projects. Offerors are to complete Sections A and B and then transmit the questionnaire to their references. The references will complete Sections C and D and return it to the Contracting Officer.

• Contractor Information: Fields for company name, address, DUNS number, and point of contact.
• Contract Information: Details about the specific contract being referenced, including project title, contract number, type, award price, completion date, period of performance, project location, and client/owner.
• Reference Information: Fields for the client/reference's name, title, organization, contact details, and signature.
• Evaluation Areas: Sections for rating performance in Quality, Schedule (& Time Management), Cost Control, Management, Small Business Subcontracting (& Labor Standards), and Regulatory Compliance. Ratings range from Exceptional (E) to Unsatisfactory (U).
• Overall Recommendation: A final recommendation on whether the contractor should be considered for similar future contracts.

This questionnaire is a critical component for evaluating a contractor's past performance, which is often a significant factor in source selection. Bidders must ensure their references complete this form accurately and thoroughly to provide a comprehensive and positive assessment of their capabilities and reliability on previous projects. The feedback gathered directly impacts the evaluation of the bidder's ability to successfully perform the current opportunity.

Form / Attachment / Pricing Sheet

This document is a Project Experience Form required for Solicitation 140P1426R0002 (GRTE Mormon Row Cultural Landscape Improvements - Phase IV). It is designed to collect detailed information about offerors' past project experience relevant to the Project Experience evaluation subfactor outlined in Section L of the solicitation.

• Offeror Information: Company Name.
• Referenced Project Information: Project Title, Location, Brief Description, Project Owner, and Point of Contact.
• Contractor List: Details for each contractor (prime and subcontractors) including their Name, Role, Trade, Price (original and final), and Performance Period (original and final).
• Project Experience Questions: A series of seven questions requiring detailed responses about:
  1. Work performed by listed contractors.
  2. How the work addresses specific elements from Section L of the solicitation.
  3. Reasons for changes in original price.
  4. Reasons for changes in original schedule.
  5. Problems encountered and their resolution, and how the proposal addresses similar issues.
  6. Successful means and methods used, and their applicability to the proposed project.
  7. Any other relevant additional project information.

Bidders must use this form to document and present their relevant project experience. The responses will be evaluated as part of the Project Experience subfactor. Offerors should expand the provided sections as needed to adequately address each question and adhere to the quantity of projects and timeframes specified in the solicitation.

Form / Attachment / Pricing Sheet

This document is the Bid Schedule (Section B) for Solicitation 140P1426R0002, "GRTE Mormon Row Phase IV - PMIS 228830". It requires bidders to provide itemized pricing for various contract line items (CLINs) related to the project.

• CLIN 1 - BASE: Visitor Parking Area (including traffic counter and loops and empty conduit)
• CLIN 2 – BASE: South Mormon Row Road Detached Trail Accessibility Improvements - RAP
• CLIN 3 – Option A: Trails, Pedestrian Bridges and Gravel & Concrete NPS Employee Parking
• CLIN 4 – Option B: Native Soil Trails
• CLIN 5 – Option C: South Mormon Row Road Detached Trail Accessibility Improvements – Porous Pavement
• CLIN 6 – Option E: Waysides, Wayfinding, Site Furnishings, Shade Shelter, Fencing
• CLIN 7 – Option E: Revegetation
• Bidders must use the provided structure to detail Unit Price and Total Price for each CLIN.
• The Government will calculate the total evaluated price by summing CLINs 1 & 2 (Base) plus all options (CLINs 3-7).
• A special condition notes that if CLIN 5 is exercised, CLIN 2 will be removed and replaced by CLIN 5.

This document is critical for bidders to understand the pricing structure and the specific components of the project for which they need to provide quotes. It outlines the base work and optional work, including a key substitution between CLIN 2 and CLIN 5. Bidders must carefully complete this schedule to ensure their proposals are compliant and accurately reflect their pricing for all required and optional elements. The project is subject to the availability of funds.

Forms / Attachments / Pricing Sheets

This document comprises construction drawings and detailed site and structural plans for the "Mormon Row Cultural Landscape Plan Design" project in Grand Teton National Park. It outlines existing conditions, demolition, site layout, revegetation, grading, stormwater management, and specific structural elements.

• Cover Sheet (Sheet 1): Project overview and sheet index.
• Site Plans (G1.0, S1.0): General layout, key focus areas, and locations of proposed structural work including pedestrian bridges (9'-6" to 16'-0") and shade structures.
• General Notes & Abbreviations (G2.0, S0.0, S0.1): Project notes, historic preservation requirements, design criteria, loads, materials, and erection requirements.
• Civil & SWPPP Plans (G3.0, G4.0, G4.1, C1.0, C1.1, C1.2, C1.4, C2.2, C3.2, C3.2a, C5.2): Construction access, staging, traffic management, site accessibility, civil engineering notes, stormwater pollution prevention plans, proposed civil layouts, grading, and horizontal control.
• Existing Conditions & Demolition (Sheets L1.1-L1.5, L2.1-L2.5, L3.1-L3.5, L4.1-L4.5, L5.1-L5.6): Detailed existing conditions, demolition, layout, revegetation, and grading plans for specific areas.
• Structural & Civil Details (S6.0, S6.1, C6.0 - C6.8): Specific construction details for timber pedestrian bridges (including footing and flood plain considerations), shade structure foundations and slabs, concrete curbs, walkways, accessible parking, raised crosswalks, energy dissipation, vehicle tracking controls, fencing, signage, gates, and utility details.

These drawings are critical for bidders to fully understand the project scope, existing conditions, proposed design, demolition needs, and specific technical requirements for materials, dimensions, and installation methods. Accurate review is essential for precise cost estimation, developing construction strategies, and ensuring compliance with all specified standards and regulations.

Form / Attachment / Pricing Sheet

This document is a "Seals Page" which serves to certify that the design professionals of record have prepared or approved the attached documents. It lists the Civil Engineer, Landscape Architect, and Structural Engineer - Landscape, along with their respective license numbers and expiration dates.

• Civil Engineer: License No. 16026, Expiration Date: 12/31/26
• Landscape Architect: License No. LA-0212C, Expiration Date: 12/31/2026
• Structural Engineer - Landscape: License No. PE 17772, Expiration Date: 12/31/25

This document confirms that the design documents have been professionally certified and approved by registered engineers and architects, indicating a level of professional oversight and compliance with relevant standards. It does not directly impact proposal preparation but assures the integrity of the design documents.

Solicitation / RFP / RFQ

This solicitation is for the Grand Teton National Park Mormon Row Cultural Landscape Improvements Phase IV (PMIS 228830). The project aims to enhance visitor access, safety, and understanding of this historic site through landscape repairs and improvements. Key activities include repairing and resurfacing trails and viewing areas to meet ABA accessibility standards, installing signage, constructing a new parking area for approximately 50 cars, and improving pedestrian pathways, fencing, and vault toilets.

• Repair and resurface trails and viewing areas to meet ABA accessibility standards.

• Install clear wayfinding and interpretive signage.

• Construct a new off-street parking area (approx. 50 cars on 2 acres).

• Install new and improved pedestrian pathways.

• Install raised road crosswalks.

• Install fencing.

• Install vault toilets.

• Install site furnishings.

• Work must be completed with sensitivity to the historic character of the Mormon Row Historic District and in compliance with preservation and environmental standards.

• Mormon Row Road will remain open to visitors during construction.

• Contract Type: Firm Fixed Price (FFP)

• Period of Performance: 180 calendar days after Notice to Proceed.

• Estimated Magnitude: $1,000,000 to $5,000,000.

• Proposal Submission: Electronic copy via email to molly_lynam@nps.gov.

• Offer Due Date: 03/30/2026 at 1500 local time.

• Evaluation Factors: Best Value Continuum Tradeoff Process. Factors include Technical (Past Performance, Project Experience, Key Personnel Experience, Schedule, Safety), and Price. Non-price factors combined are approximately equally important to price. Past performance and project experience are weighted more heavily.

• Key Deadlines: Questions due 10 calendar days prior to the offer due date.

• Set-Aside Type: Service-Disabled Veteran-Owned Small Business (SDVOSB) Set-Aside.

• NAICS Code: 237310 (Highway, Street, and Bridge Construction) with a small business size standard of $45M.

• Offerors must be registered in SAM.gov with an "active" status.

• Davis Bacon wage rates apply.

• A site visit was held on December 10, 2025; no further site visits are scheduled due to anticipated site conditions.

• The solicitation incorporates numerous FAR clauses by reference. Offerors must review and comply with all applicable clauses.

Form / Attachment / Pricing Sheet

This document, titled "Mormon Row Improvements Grand Teton National Park - December 10, 2025 - Slides and Notes for Distribution," appears to be a presentation or briefing document related to a potential construction project. It serves as a means of conducting market research and informing interested parties about upcoming work.

• Project Overview: Details the "Mormon Row Improvements" project in Grand Teton National Park, aimed at enhancing visitor access, safety, and interpretation.
• Scope of Work: Includes landscape repairs, trail and viewing area resurfacing, installation of a new parking area (approx. 50 vehicles), vault toilets, shade structures, benches, pathways, signage, and revegetation.
• Contracting Information: Specifies NAICS code 237310 (Highway, Street, and Bridge Construction) with a $45M small business size standard. Estimated magnitude is $1M-$5M. Anticipated construction year is 2026-2027, with solicitation projected between January and March 2026.
• Market Research: The document indicates this is a market research phase, with sources sought notices posted on SAM.gov. It seeks input from various socioeconomic small business categories.
• Site Visit Information: Includes details about a site visit on December 10, 2025, and provides a link to a site visit video.
• Construction Constraints: Highlights the need for detailed phasing plans due to ongoing visitor traffic and a short construction season, emphasizing wildlife disturbance avoidance and early procurement of long-lead items.
• Key Features: Lists specific improvements such as a new parking area, vault toilets, shade structure, benches, porous pathway surfaces, interpretive signage, and revegetation.
• Phasing and Traffic Control: Discusses the need for construction phasing plans, staging opportunities, and traffic control for both vehicles and pedestrians.

This document provides crucial preliminary information for potential bidders regarding the scope, location, estimated value, and timeline of the Mormon Row Improvements project. It outlines the types of work involved, contracting details, and the government's approach to market research and procurement. Bidders can use this information to assess their interest and capability, and to prepare for future solicitations, which are expected to be posted on SAM.gov. The document also emphasizes the importance of understanding the project's context within a highly visible, active visitor environment and the need for sensitive restoration and historic landscape awareness in proposals.