This is a Solicitation Notice for commercial items prepared in accordance with the format in FAR 12, as supplemented with additional information included in this notice. This announcement constitutes the only solicitation/notice; responses/quotes are being requested. Requirement Description This requirement is for the procurement of one (1) billboard framework. Procurement, delivery, and installation of a freestanding billboard framework designed to support aluminum panels, including UFC-compliant concrete pad construction. The attached Statement of Work (SOW) must be referenced and followed when soliciting to this opportunity. Offerors that submit alternative products must provide technical specs, sheets or any other literature. The Government reserves the right to reject offers that do not include the before mentioned. Alternative products must meet the following base minimum specifications to be considered Equal to: The contractor shall ensure all materials and installations meet the following exact structural and physical criteria: Display Area Dimensions: 32 feet (width) by 12 feet (height). Ground Clearance: The bottom edge of the structural framework shall sit no higher than 1 1/2 feet above finished grade. Concrete Pad Geometry: A ground-level concrete pad must outline the perimeter of the billboard structure, featuring a one-foot offset extending outward from all outer edges of the billboard's footprint. Concrete Pad Finish: The surface must be finished to a flat, smooth, level profile (such as a hard steel trowel finish) to facilitate the future bonding and adherence of brick and mortar. Concrete Compressive Strength: Minimum 4,000 PSI compressive strength at 28 days, strictly conforming to UFC 3-301-01 and ACI 318 structural standards for exterior slabs on grade. Concrete Durability & Mix: Air-entrained concrete (5% to 7% air content) to withstand localized freeze-thaw cycles and weather exposure. Steel Reinforcement: Reinforced with ASTM A615, Grade 60 deformed rebar or structural welded wire reinforcement (WWR) as designated by structural wind-load engineering. Subgrade Preparation: Compacted base/subgrade quality matching UFC 3-250-04 parameters to prevent slab cracking, settling, or shifting. Panel Mounting Capacity: Framing designed to securely and seamlessly affix twelve (12) factory-coated aluminum panels (4' x 8' dimensions, 1/4" thickness) with zero structural warping. See Figure 1 for further dimensional details. Wind Loading: Structural framing and foundation must be engineered to withstand regional wind loads per UFC 3-301-01 (referencing ASCE 7 structural design loads). CLIN STRUCTURE: CLIN 0001: 181 Billboard Quantity: 1 Unit of Issue: Each Price: $ ________________ All CLINs F.O.B. Destination. Quotes must include shipping and handling and be independently identifiable on quote. Place of Performance: 970 Petercheff Street, Terre Haute, IN 47803 Delivery Period: 90 Days A…