Kennel Building Construction

Amendment / Modification

This amendment incorporates a price schedule to mirror paragraph 1.4 in the SOW. It also extends the solicitation closing time to 2 p.m. CT.

• Price Schedule (newly added)

• Solicitation closing time

• The deadline for proposal submission has been extended to 2 p.m. CT.

• Bidders are instructed to include the new price schedule page with their quote package.

Questions & Answers / Clarifications

This document contains responses to vendor questions regarding the solicitation for construction services.

• Kennels: Government Finished Contractor installed kennels are required. These will be placed in the concrete pad, but not during this project.
• Mud Room Furnishings: Wall hooks are required to be furnished and installed by the contractor. Other furnishings shown in A302 are owner-furnished.
• TPO Specifications: The TPO roofing membrane sheet must be ASTM D6878/D6878M, internally fabric- or scrim-reinforced, fully adhered, and 60 MIL.
• Personnel Roles: The Superintendent, SSHO, and QC Manager can be the same individual, but the Superintendent can only hold one other duty.
• Lead Times: The government takes material/equipment lead times into account for the period of performance.
• Hazardous Materials: There is no documentation of asbestos or lead presence on the site.
• Tax Exemption: The project is typically tax-exempt, but this can vary by state. FAR 52.229-3 Federal, State, and Local Taxes (Feb 2013) is included.
• On-Site Work Start: Notice to proceed will be issued upon receipt of bonds, allowing the submittal process to begin. Site prep timing depends on material lead times.
• Third-Party Testing: Special inspections for concrete, steel, and masonry are detailed on sheets S002 and S003. Inspections required by the Authority Having Jurisdiction must also be performed.
• Permitting: Permitting is not required for this project.
• Landscaping: No landscaping is shown on the drawings; the contractor is only responsible for reseeding disturbed areas.

These clarifications provide specific details on materials, personnel, and project scope that bidders should consider when preparing their proposals. No changes to submission deadlines or evaluation factors were indicated.

Amendment / Modification

• The solicitation closing date has been extended to May 8 at 11 a.m. MT.

• The closing date for receipt of offers has been modified.

• The deadline for proposal submissions has been extended to May 8 at 11 a.m. MT.

Questions & Answers / Clarifications

This document contains responses to vendor questions regarding the PEMB Construction opportunity.

• Bracing Preference: For bracing between Grids 2 and 3, the USDA prefers standard X-Bracing. Portal Frames are not the preferred solution.
• Buried Power Line (BP Line): The buried power line on page C300 appears to belong to the customer. Coordination with the utility company is required, and the intercept and re-routing of this line is the responsibility of the contractor.
• Boiler Sizing & Fittings: Bidders should quote boiler equipment size based on the provided drawings and specifications. ProPress copper fittings are acceptable as they are listed in the plumbing specifications (P002 and section 232113).
• Sliding Doors: The barn doors for the CMU portion of the building are specified as 10’ W x 8’ H, with a steel frame/plywood core and painted galvanneal steel cladding. Hardware includes a box track slider rail, hook and eye lock, and cane floor bolt.

These clarifications provide specific details on construction preferences, utility coordination responsibilities, equipment specifications, and door requirements, which bidders should incorporate into their proposals.

Form / Attachment / Pricing Sheet

This document appears to be a sign-in sheet or contact list for a meeting or event related to "Kennel Building Construction." It provides contact information for individuals representing various companies.

• Name: The name of the individual.
• Company You're Representing: The company the individual is affiliated with.
• Phone Number: The contact phone number for the individual or company.
• Email Address: The contact email address for the individual or company.

This document could be relevant to bidders by providing a list of potential subcontractors, partners, or other interested parties who attended a pre-bid meeting or site visit. It may also offer contact information for companies that have previously worked on similar projects or are involved in the local construction industry.

Amendment / Modification

• This amendment replaces page 6 of the original solicitation.

• Clause 52.219-6, "Notice of Total Small Business Aside (Nov 2025)" is now in effect.

• This replaces the previously listed clause 52.219-27, "Notice of Set-Aside for, or Sole-Source Award to, Service-Disabled Veteran-Owned Small Business (SDVOSB) Concerns Eligible Under the SDVOSB Program (Feb 2024)".

• Page 6 of the solicitation has been replaced.

• Clause 52.219-6 (Nov 2025) replaces clause 52.219-27 (Feb 2024).

• The change primarily affects the set-aside status of the solicitation, shifting from an SDVOSB set-aside to a total small business set-aside. Bidders should review the requirements and eligibility criteria associated with clause 52.219-6.

Form / Attachment / Pricing Sheet

This document is a Geotechnical Study Report prepared for the proposed Millville Kennel project. It provides an evaluation of the subsurface soil and groundwater conditions at the site located at 4200 South 600 East, Millville, Utah. The report aims to provide recommendations for foundation, earthwork, and pavement design and construction.

• Site Description: Location, topography, and surrounding features.
• Objectives & Scope: Defining subsurface conditions and providing foundation/earthwork recommendations.
• Investigations: Details of the field program (2 test pits to 7.5-10.5 ft) and laboratory testing (moisture, gradation).
• Subsurface Soil: Description of encountered soils (loose surficial soils, natural granular soils).
• Groundwater: Not encountered in test pits; anticipated below 20 feet.
• Discussions & Recommendations: Supportable by conventional shallow foundations on suitable natural soils; removal of loose surficial soils required.
• Earthwork: Site preparation, temporary excavations, structural fill requirements, and placement/compaction.
• Foundations: Design parameters for spread and continuous wall foundations, including embedment depth, width, and bearing pressures.
• Lateral Resistance & Pressures: Parameters for wind/seismic loads and backfill pressures.
• Floor Slabs & Pavements: Recommendations for slab support and pavement sections for parking and roadway areas.
• Geoseismic Setting: Seismic hazard, faulting, soil class (Site Class D), and ground motions.
• Liquefaction Potential: Assessed as "very low" and not anticipated.

This report is critical for any bidder involved in the construction of the Millville Kennel. It details the ground conditions, potential challenges (e.g., loose surficial soils, non-engineered fills), and provides specific requirements for site preparation, earthwork, foundation design, structural fill, and pavement construction. Understanding these geotechnical aspects is essential for accurate bidding, project planning, and ensuring the structural integrity and longevity of the proposed facility.

Form / Attachment / Pricing Sheet

This document contains the "100% Construction Documents" for the WS Utah Kennel Building project. It includes architectural, civil, structural, mechanical, plumbing, and electrical drawings, as well as details and schedules.

• Architectural Drawings: Floor plans, roof plans, elevations, sections, wall sections, and finish plans.
• Civil Drawings: Site plans, erosion control plans, grading and drainage plans, utility plans, and civil details.
• Structural Drawings: Foundation plans, framing plans, details, and schedules for concrete, masonry, and steel.
• Mechanical Drawings: Schedules for various mechanical components (e.g., boilers, fans, heaters), hydronic piping plans, enlarged mechanical room plans, and temperature control diagrams.
• Plumbing Drawings: Fixture and connection schedules, water heater schedules, plumbing plans (waste/vent and water/gas), plumbing details, and plumbing risers.
• Electrical Drawings: Electrical legends, one-line diagrams, panel schedules, lighting schedules, electrical site plan, and first-floor lighting and power plans.
• Assemblies: Legends for wall, roof, and floor types.

This comprehensive set of construction documents provides all the necessary details for bidding on and constructing the WS Utah Kennel Building. Bidders should review all relevant sections to understand the scope of work, materials, specifications, and design requirements for each discipline.

Form / Attachment / Pricing Sheet

This document is Attachment 3, the "Kennel Project Manual," for the "WS UTAH KENNEL BUILDING" project. It is a 100% Design Submittal dated 09.29.2025.

This manual is Volume 1 of 1 and covers Divisions 00-33. It includes a detailed Table of Contents outlining various sections related to:

• General Requirements (Division 01)
• Concrete (Division 03)
• Masonry (Division 04)
• Metals (Division 05)
• Wood, Plastics, and Composites (Division 06)
• Thermal and Moisture Protection (Division 07)
• Openings (Division 08)
• Finishes (Division 09)
• Plumbing (Division 22)
• Heating, Ventilating, and Air-Conditioning (HVAC) (Division 23)
• Electrical (Division 26)
• Earthwork (Division 31)
• Exterior Improvements (Division 32)
• Utilities (Division 33)

This document serves as a comprehensive project manual detailing the specifications for various aspects of the kennel building construction. Bidders should review the relevant divisions and sections to understand the specific requirements, materials, and installation procedures for their scope of work. It is crucial for understanding the overall project scope and technical requirements.

Form / Attachment / Pricing Sheet

This document provides the General Decision Number for prevailing wage rates applicable to building construction projects in Cache County, Utah. It is intended to inform bidders about the required minimum wage rates for various construction trades.

• General Decision Number: UT20260082 (Supersedes UT20250082)
• State: Utah
• County: Cache County
• Construction Type: Building Construction Projects (excluding single-family homes and apartments up to 4 stories).
• Wage Rates: Lists specific hourly rates and fringe benefits for various trades including Electrician, Plumber/Pipefitter, Sheet Metal Worker, Bricklayer, Carpenter, Cement Mason/Concrete Finisher, Insulator, Ironworker, Laborer (various types), Operator (Backhoe/Excavator/Trackhoe, Loader), Painter, Roofer, Tile Finisher, Tile Setter, and Truck Driver.
• Executive Order Notes: Includes information on Executive Order (EO) 13706 (Paid Sick Leave) and EO 13658 (Minimum Wage for Federal Contractors), outlining their applicability and requirements.
• Appeals Process: Details the procedures for appealing wage determination matters.

Bidders must use these prevailing wage rates to determine the minimum compensation for laborers and mechanics employed on the construction project. Failure to comply with these wage requirements can lead to contract violations. The document also highlights important federal contractor requirements regarding paid sick leave and minimum wages.

Solicitation / RFP / RFQ

This is a combined synopsis/solicitation for commercial items, issued as a Request for Quotations (RFQ). The USDA-APHIS-Wildlife Services requires the construction of a new kennel building for the Predator Research Facility in Millville, UT. The building will be a pre-engineered metal structure of approximately 3,400 sq ft, including kennel areas, a mud room, and a mechanical room.

• Construction of a new pre-engineered metal kennel building (approx. 3,400 sq ft).

• Building to include four sections: kennel areas A & B, mud room, and mechanical room.

• Adherence to final design documents developed by Cushing Terrell.

• Compliance with Federal Construction Wage Rates (Attachment 2).

• Work to commence within 10 calendar days after Notice to Proceed (NTP) and be completed within 365 days after NTP.

• Award will be made on Standard Form 1442.

• Estimated magnitude of the project is between $1M and $5M.

• Anticipated contract type is not specified but will be awarded as a result of this synopsis/solicitation.

• Quotes must be submitted by April 29, 2026, at 11 a.m. MT to james.g.roloff@usda.gov.

• Complete quote package must include the RFQ page, a breakdown of pricing, demonstration of relevant experience, and past performance information.

• Quotes will be evaluated based on the approach: highest technically rated with a fair and reasonable price. No tradeoffs between price and non-price factors will be considered.

• Evaluation factors include: Price, Technical Capability (relevant experience with pre-engineered metal buildings, technical approach including work sequencing, critical activities, project management, quality control, and safety), and Past Performance.

• Questions must be submitted by April 24, 2026, at 12 p.m. CT to james.g.roloff@usda.gov.

• This acquisition is open to all responsible small businesses.

• A site visit is scheduled for April 15, 2026, at 10 a.m. MT at the project location.

• The solicitation incorporates numerous FAR and AGAR clauses and provisions by reference; full text is available at www.acquisition.gov.

• USDA is exempt from sales tax.

• USDA has an Ombudsman Program for Agency Protests (OPAP).