Lame Deer Heliport and Concrete Support Structure Remediation

Amendment / Modification

This amendment addresses vendor questions regarding the solicitation.

• Sheet E702 Clarification: Note 5 on sheet E101 was referencing an incorrect sheet for the photo sensor detail. The correct reference is sheet C401, titled "SUPPLEMENTAL WIND CONE – TYPE L-806." This detail shows the obstruction light on top of the wind cone, not specifically the photo sensor control.
• Structural Section Detail (Grid Line 5): The proposal to leave the last truss in place as a splice location for the new metal form pan and concrete slab will be reviewed during construction. If the existing truss is in poor condition, additional shoring will be required. A specific detail will be provided once the contractor determines the final configuration.
• Garage Slab Demolition: The entire garage slab is required to be removed up to Gridline N, as the main beam on gridline 5 is being replaced. This is a change from the potential for a more limited cut/demo line.

This amendment provides clarifications and details that may impact a bidder's understanding of the structural and demolition requirements. Bidders should review these answers carefully to ensure their proposals accurately reflect the scope of work.

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

This document specifies the requirements for Item P-620, Runway and Taxiway Marking, which involves the preparation and painting of numbers, markings, and stripes on airport surfaces.

• Application of paint and marking materials on runways, taxiways, and aprons as per specified locations and plans.

• Preparation of surfaces to ensure cleanliness and proper adhesion.

• Application of paint and glass beads according to specified rates and standards.

• Paint and marking materials must meet Federal Specifications (e.g., TT-P-1952F Type III for waterborne paint, TT-B-1325D Type III for glass beads).

• Specific application rates for paint (e.g., 55 ft²/gal) and glass beads (e.g., 6 lb/gal for white/black paint) are detailed.

• Markings must adhere to strict tolerances for dimensions, spacing, and edge straightness.

• Control strips are required to demonstrate surface preparation and equipment calibration.

• Markings must be evaluated for uniform appearance in darkness.

• Not explicitly stated in this document, but implies application on airport surfaces as shown on plans.

• Materials must be certified by the manufacturer and approved by the Resident Project Representative (RPR).

• Weather limitations: painting only when surfaces are dry, and ambient/surface temperatures meet manufacturer recommendations. Wind speed limitations apply.

• Equipment must include mechanical marking machines and bead dispensers.

• Surface preparation requires approval for any chemical or abrasive methods.

• A 30-day period must elapse between surface course/seal coat placement and permanent marking application.

• Markings must be protected from damage and environmental elements until dry.

• Cleanup and disposal of waste must comply with environmental regulations.

Amendment / Modification

This amendment to Solicitation 75H70126R00019 provides answers to vendor questions and extends the proposal due date.

• Questions & Answers: The document includes a section addressing vendor questions regarding structural grid plans, project timelines, room occupancy, locker/rack removal, laundry room scope, security systems, fire suppression, and paint specifications.

• Proposal Due Date: The proposal due date has been extended to 3 PM Mountain Time on May 20, 2026.

• The proposal due date has been extended. Vendors should acknowledge receipt of this amendment and ensure their offers are submitted by the new deadline. The answers provided may impact proposal preparation and pricing.

Amendment / Modification

This amendment (A00002) to solicitation 75H70126R00019 provides answers to vendor questions regarding the project.

• The amendment addresses questions related to Sheet S101 (details on grade beams, ambulance entrance foundation plan, and new concrete topping slab) and Sheet S501 (existing structure removal).

• It clarifies the scope of work for removing and replacing existing grade beams, floor trusses, and concrete slabs.

• No changes to proposal deadlines or submission requirements are indicated. The primary purpose is clarification.

Other / Unclassified

This document is a sign-in sheet for a site visit related to RFP 75H70125R00066 for the Lame Deer Heliport and Structural Remediation. The site visit took place on 04/12/2026 at 10:00 AM MDT.

This document lists the firms and representatives who attended the site visit, along with their contact information. This information may be relevant to bidders who attended or are considering the opportunity, as it indicates potential competitors or collaborators and provides contact details for follow-up.

Amendment / Modification

This amendment to Solicitation 75H70126R00019 addresses vendor questions, provides contact information for as-built drawings, and includes a site visit sign-in sheet.

• Questions & Answers: The amendment includes a series of questions from vendors and the government's responses, clarifying various aspects of the solicitation.

• As-Built Drawings: Information is provided on how to request access to the as-built drawings for the Lame Deer facility, which are necessary for understanding structural details for dismantling and installing new beams. Access is via a Secure File Transfer Site and requires contacting Matt Sanders.

• Site Visit Sign-in Sheet: A site visit sign-in sheet is included.

• The amendment clarifies requirements related to grade beams, chain link fences, handrails, cement type, heliport lights, and wind cones.

• It addresses a question about a winter exclusion period, stating that a winter shutdown can be agreed upon via modification after award if necessary.

• It confirms that the ramp and rail are not part of this project.

• It clarifies that precast grade beams are to be used as designed, and switching to cast-in-place would require substantial redesign.

Form / Attachment / Pricing Sheet

This document is a Past Performance Questionnaire (PPQ) intended to gather feedback from clients regarding a contractor's performance on previous projects. Offerors are required to have their clients complete this questionnaire. The completed form will be submitted by the offeror as part of their proposal to the government.

• Contractor Information: Fields for firm name, CAGE code, address, DUNS number, contact information, and details about the work performed (prime, subcontractor, etc.).
• Contract Information: Specifics about the contract, including number, task order number, type, title, location, award/completion dates, original and final prices, and explanations for any differences.
• Project Description: Assessment of work complexity and relevance to the current submission.
• Client Information: Fields for client name, title, contact information, and their role in the project.
• Performance Ratings: Clients are asked to rate the contractor's performance using adjective ratings (Exceptional, Very Good, Satisfactory, Marginal, Unsatisfactory, Not Applicable) across categories such as Quality, Schedule/Timeliness, Customer Satisfaction, Management/Personnel/Labor, Cost/Financial Management, Safety/Security, and General.
• Narrative Remarks: Space for clients to provide specific comments, strengths, weaknesses, deficiencies, or overall performance feedback.

This questionnaire is crucial for offerors to collect evidence of their past performance, a key evaluation factor in many government solicitations. Bidders must ensure they provide this form to their clients in a timely manner and submit the completed forms with their proposals. The ratings and remarks provided by clients will directly impact the government's assessment of the offeror's performance risk.

Form / Attachment / Pricing Sheet

This document, "Attachment J02.1 Lame Deer Specifications Volume 1.pdf", contains the construction documents and project specifications for the Lame Deer Clinic Heliport Reconstruction project. It is Volume 1 of the construction documents.

The document is a Table of Contents for the project specifications, organized into divisions and sections according to the CSI Masterformat numbering system. Key divisions include:

• Division 01 - General Requirements: Covers summary, project management, construction progress documentation, submittal procedures, quality requirements, temporary facilities, execution, waste management, closeout procedures, and commissioning.
• Division 02 - Existing Conditions: Details selective demolition.
• Division 03 - Concrete: Covers concrete forming, reinforcing, cast-in-place concrete, and precast structural concrete.
• Division 05 - Metals: Includes structural steel framing, steel joist framing, and steel decking.
• Division 07 - Thermal and Moisture Protection: Covers vapor retarders.
• Division 23 - Heating, Ventilating, and Air Conditioning (HVAC): Details HVAC ducts and casings.
• Division 26 - Electrical: Covers low-voltage electrical power conductors and cables, grounding and bonding, conduits, boxes and covers, hangers and supports, and enclosed switches and circuit breakers.
• Appendix A: Contains Geotechnical Engineering Reports.

This document provides a detailed outline of the technical specifications for the heliport reconstruction project. Bidders should review the table of contents to understand the scope of work, specific requirements, and materials involved in each aspect of the construction, including general requirements, concrete, metals, HVAC, electrical systems, and geotechnical data. This will be crucial for developing accurate bids and understanding project requirements.

Form / Attachment / Pricing Sheet

This document is a mandatory form for bidders to provide information on key personnel proposed for the project. It serves as a template for detailing the qualifications and experience of essential team members.

Bidders must provide information for the following roles:

• Project Manager
• Site Superintendent
• Quality Assurance/Quality Control
• Safety Officer

For each key person, the form requires:

• Name and Title
• Assignment on this Project
• Name of Firm
• Years of experience (with current and other firms)
• Education (Degree(s)/Year/Specialization)
• Professional Registration (Type, Number, State(s), Years)
• Specific Experience and Qualifications relevant to the project, including role, description, dollar value, SF, and date for each listed project.

Continuation sheets may be used if necessary.

This form is critical for demonstrating the qualifications of the proposed project team. Accurate and complete submission of this key personnel resume form is essential for proposal evaluation and compliance with solicitation requirements.

Form / Attachment / Pricing Sheet

This document contains the construction plans and related documents for the Lame Deer Clinic Heliport Reconstruction project.

• Cover Sheet (G001): Project directory, drawing index, and project information.
• General Notes (G002): Project requirements, codes, contractor responsibilities, and safety information.
• Civil Drawings (C001-C404): Site plans, existing conditions, removals, grading, details, striping, and marking plans.
• Electrical Drawings (E001-E601): Title sheets, site plans, lighting and power plans, one-line diagrams, and schedules.
• Structural Drawings (S001-S531): Abbreviations, symbols, tables, general notes, foundation plans, floor framing plans, concrete details, and steel details.
• Mechanical Drawings (MP001A-M101): Symbols, abbreviations, equipment, and crawlspace plans.

These construction documents provide the detailed technical specifications, drawings, and plans necessary for bidders to understand the scope of work, prepare accurate bids, and execute the heliport reconstruction project. They outline all aspects of the construction, including civil, electrical, structural, and mechanical requirements.

Form / Attachment / Pricing Sheet

This form is designed to collect information from potential bidders regarding their company's technical experience in construction projects. It requires bidders to provide details on past projects to demonstrate their capability and suitability for the current opportunity.

• Type of Project Represented
• Your Firm’s Name
• Name of Project
• Location of Project
• Owner
• General Scope of Construction Project
• Type of Facility
• Size of building (gross square feet and number of stories)
• Your Role (Prime, Joint Venture, or Subcontractor) and Work Your Company Self-Performed
• Dollar Value of the Contract
• Extent and Type of Work Subcontracted Out
• Dates Construction: Began, Completed, % Completed
• Your Performance Evaluation by Owner, if known
• Were You Terminated or Assessed Liquidated Damages? (Requires explanation if 'Yes')
• Owner’s Point of Contact for Reference (Name and Company)
• Current Telephone Number of Reference POC

Bidders must complete this form for each relevant project they wish to highlight as evidence of their construction experience within the last six years. This information will be used to assess the bidder's qualifications and experience relevant to the scope and type of work required for the opportunity. Failure to provide complete and accurate information may impact the evaluation of the bidder's proposal.

Form / Attachment / Pricing Sheet

This document is a "Self-Performed Calculation Sheet" required for bidders to calculate and document their self-performance in accordance with "Limitations on Subcontracting" clauses (FAR 52.219-14 and/or FAR 52.219-17) and related CFR regulations (13 CFR § 125.6).

• Instructions: Provides guidance on calculating self-performed work, referencing specific FAR clauses and CFR sections.
• Limitations: Details the subcontracting limitations for construction firms (85% for general construction, 75% for special trade contractors) and clarifies that the cost of materials is excluded from these calculations.
• Offeror's Worksheet: A template for bidders to calculate their proposed self-performance percentage. This involves:
  • Total proposed price (base + options)
  • Subtracting profit/fees
  • Subtracting cost of materials
  • Subtracting costs for non-similarly situated entities
  • Calculating the estimated cost for similarly situated entities
  • Determining the percentage of "similarly situated" entities work.
• Prime Contractor and Subcontractors List: A table to list proposed subcontractors, their concern status (e.g., SB, 8(a), SDVOSB), work activities, and associated dollar values.
• Post-Contract Calculation: A section to be completed at contract completion to report actual self-performance results using the same calculation method.
• Signatures: Fields for required signatures and dates at proposal submission and contract completion.
• Definitions: Clarifies terms such as "Concern Status" and "Similarly situated entity."

Bidders must complete and submit this worksheet as part of their proposal to demonstrate compliance with subcontracting limitations. Failure to properly calculate and document self-performance may impact proposal evaluation or award. The document also provides definitions and regulatory context crucial for understanding these requirements.

Form / Attachment / Pricing Sheet

This document is a General Decision Number (GDN) for highway construction projects in Montana, issued by the U.S. Department of Labor. It specifies the prevailing wage rates and fringe benefits required for various labor classifications on federal or federally funded construction projects in Montana.

• Classifications: Lists specific job roles (e.g., Carpenter, Cement Mason, Diver, Electrician, Ironworker, Laborer, Painter, Truck Driver, Welder).
• Wage Rates & Fringes: Provides the minimum hourly wage and fringe benefit rates for each classification.
• Groupings: Laborer and Power Equipment Operator classifications are further broken down into groups with specific duties and associated rates.
• Special Notes: Includes information on Executive Orders related to Paid Sick Leave (EO 13706) and minimum wage (EO 13658), as well as guidance on how to handle unlisted classifications and the wage determination appeals process.
• Rate Identifiers: Explains the meaning of different prefixes (e.g., 'SU', 'UAVG', 'SA') used to denote the type of wage rate (union, survey, state-adopted).

Bidders must use these prevailing wage rates to accurately calculate labor costs for their proposals on relevant federal or federally funded highway construction opportunities in Montana. Failure to comply with these wage requirements can lead to contract violations. The document also provides important context regarding worker protections and appeal procedures.

Forms / Attachments / Pricing Sheets

This document, "Attachment J02.2 Lame Deer Specifications Volume 2.pdf", contains the project specifications for the Lame Deer Clinic Heliport Reconstruction. It details the technical requirements and standards for various construction elements.

• Volume 2: Construction Documents - Project Specifications
• Table of Contents: Outlines the various divisions and sections covered, including General Requirements, Existing Conditions, Concrete, Metals, Thermal and Moisture Protection, HVAC, Electrical, Earthwork, Exterior Improvements, and Utilities.
• Specific Items Detailed: Includes specifications for Airport Wind Cones (L107), Underground Power Cables for Airports (L108), Airport Underground Electrical Duct Banks and Conduits (L110), Airport Obstruction Lights (L119), Installation of Airport Lighting Systems (L125), Site Clearing (311000), Earth Moving (312000), Trench Excavation and Backfill (312333), Temporary Erosion Control (312510), Crushed Aggregate Base Course (321123), Asphalt Paving (321216), Concrete Paving (321313), Chain Link Fences and Gates (323113), Turf and Grasses (329200), Sanitary Sewer Systems (333100), and Stormwater Conveyance (334200).
• Appendix A: Contains the Geotechnical Engineering Report.

This document is critical for bidders as it defines the exact materials, methods, and standards required for the construction of the heliport and associated infrastructure. It provides detailed specifications that will directly impact the scope of work, material selection, and execution of the project. Bidders must thoroughly review these specifications to accurately estimate costs, develop a compliant project plan, and ensure they can meet all technical requirements.

Solicitation / RFP / RFQ

This solicitation is for the Lame Deer Heliport and Concrete Support Remediation project at the Northern Cheyenne Health Center in Lame Deer, MT. The project involves the demolition and replacement of the existing heliport, along with structural concrete remediation for the ambulance bay, emergency entrance, and loading dock. The North American Industry Classification System (NAICS) code is 237310 (Highway, Street, and Bridge Construction), with an associated size standard of $45 million. The estimated magnitude of construction is between $1,000,000 and $5,000,000.

Major elements of work include:

• Demolition, reconstruction, and commissioning of the medical facility's heliport and associated airfield concrete.

• Construction of sidewalks and ramps for patient transport.

• Installation of an electrical lighting system for nighttime and low-visibility operations.

• Replacement of the heliport safety fence, access gates, and associated site improvements.

• Structural concrete remediation for the ambulance bay, emergency entrance, and loading dock, including new beams, columns, and concrete flooring.

• Installation of a crawlspace HVAC system and vapor barriers.

• Contract Type: Firm-Fixed Price

• Period of Performance: 120 calendar days from the Notice to Proceed.

• Performance Bonds: Required.

• Bid Guarantee: 20 percent of the bid price or $3.0M, whichever is less.

• Proposal Due Date: May 8, 2026, at 2:00 PM PT (unless changed by amendment).

• Submission Method: Electronic submission via email to matt.sanders@ihs.gov in PDF format.

• Evaluation Method: Lowest Price Technically Acceptable (LPTA).

• Evaluation Factors: Specialized Experience, Technical Approach, Key Personnel, Past Performance, and Price.

• Site Visit: Scheduled for Tuesday, April 14, 2026, at 10:00 AM Mountain Time at the Northern Cheyenne Health Center.

• Full and Open, Unrestricted solicitation.

• Offerors must be registered in the System for Award Management (SAM) database.

• All attachments listed in Section J are part of the solicitation.

• Tribal Employment Rights Office (TERO) compliance is required for work on the Northern Cheyenne Reservation.

Form / Attachment / Pricing Sheet

This document is the "Indian Health Service Buy Indian Act Indian Economic Enterprise Representation Form." It serves as a self-certification for offerors to confirm they meet the definition of an "Indian Economic Enterprise" as required by the Buy Indian Act. This form is to be submitted in response to a Sources Sought Notice, Request for Information (RFI), or Solicitation and resultant contract.

• Eligibility Criteria: Offerors must self-certify that they meet the definition of an "Indian Economic Enterprise" throughout the offer period, contract award, and the full contract performance period.
• Notification Requirement: Contractors must immediately notify the Contracting Officer if they no longer meet eligibility requirements.
• Documentation: Contracting Officers may require documentation of eligibility, and awards may be subject to protest.
• Registration: Successful Offerors must be registered with the System of Award Management (SAM).
• Penalties: False or misleading information is a violation of law and punishable under 18 U.S.C. 1001, with false claims subject to penalties under 31 U.S.C. 3729-3731 and 18 U.S.C. 287.
• Representation: Offerors must indicate whether they do or do not meet the definition of an "Indian Economic Enterprise" with "Indian Ownership."
• Required Fields: Name of Federally Recognized Tribal Entity, Name of the 51% owner of IEE Firm, Business Name, DUNS Number, Certifying Signature, and Print Name.

This form is critical for any bidder seeking to participate in opportunities designated for or requiring self-certification as an "Indian Economic Enterprise" under the Buy Indian Act. Bidders must accurately complete this form to affirm their eligibility and understand the legal implications of providing false information. It also highlights the need for SAM registration and potential documentation requirements.