181 Billboard

This federal solicitation (W50S7V26QA007), issued by the United States Property and Fiscal Office (USPFO) for the Indiana Air National Guard, seeks a contractor for the procurement, structural engineering, delivery, and installation of a freestanding billboard framework. The framework must support aluminum panels and includes the construction of a Unified Facilities Criteria (UFC) compliant concrete pad. The project is located at the 181st Civil Engineering Squadron (181 CES) in Terre Haute, Indiana, under NAICS code 339950. It is designated as a 100% Small Business Set-Aside with a Firm Fixed Price pricing arrangement. Key details of the solicitation include: - **Solicitation Issue Date:** July 10, 2026 - **Offers Due:** July 28, 2026, at 1:00 PM Local Time - **Required Delivery Date:** September 24, 2026 - **Shipping and F.O.B. Terms:** Destination, with transportation costs paid by the contractor. The document incorporates standard Federal Acquisition Regulation (FAR) and Defense Federal Acquisition Regulation Supplement (DFARS) clauses, including provisions for electronic invoicing via Wide Area WorkFlow (WAWF), Buy American compliance, and System for Award Management (SAM) registration. Additionally, it contains conflict-of-interest certification requirements regarding consulting services with specified foreign entities. Mrs. Esther Roman serves as the primary Point of Contact for delivery, and Keith Parker is the designated Contracting Officer.

This Statement of Work (SOW) outlines the requirements for the turnkey procurement, engineering, delivery, and installation of a freestanding billboard framework and supporting concrete pad at the 181st Intelligence Wing, Terre Haute Air National Guard Base in Indiana. The selected contractor will be responsible for structural engineering, site preparation, and construction. Key technical specifications include a 32' x 12' display area designed to support twelve 4' x 8' aluminum panels, structural framing engineered for regional wind loads, and a maximum ground clearance of 1.5 feet. Additionally, the contractor must construct a ground-level concrete pad featuring a one-foot perimeter offset and a smooth, flat steel trowel finish suitable for future masonry work. The concrete must meet strict durability standards, including a minimum 4,000 PSI compressive strength, air entrainment, and compliance with Unified Facilities Criteria (UFC) and American Concrete Institute (ACI) standards. The scope of work is divided into submittals (structural and wind-load drawings), construction (excavation, concrete pouring, and steel reinforcement), installation of the framework, and final completion activities. The contractor must also manage quality control, including providing concrete delivery tickets, adhering to OSHA and base safety regulations, and providing a comprehensive structural and concrete warranty. The project timeline is negotiable and will be proposed by the contractor.