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SOURCES SOUGHT NOTICE Mosquito Creek Lake Structural Standing Seam Metal Roofing Replacement Agency: U.S. Army Corps of Engineers (USACE), Pittsburgh District Location: Mosquito Creek Lake, Cortland, OH NAICS Code: 238160 – Roofing Contractors (Size Standard: $19.0 Million) Product Service Code (PSC): Y1QA – Construction of Restoration of Real Property (Public or Private). Response Deadline: 12 August 2026, 5:00 P.M. E.T. Primary Point of Contact: Mario Taormina at Mario.Taormina@usace.army.mil and (412) 395-7256. 1. INTRODUCTION & DISCLAIMER This is a Sources Sought Notice for market research purposes only. This is not a solicitation, Request for Quote. No contract will be awarded from this announcement, and no reimbursement will be made for any costs associated with providing a response. The U.S. Army Corps of Engineers is seeking to identify qualified small businesses (including 8(a), HUBZone, Service-Disabled Veteran-Owned Small Businesses [SDVOSB], and Women-Owned Small Businesses [WOSB]) capable of performing the control tower roof replacement project described below. The results of this market research will be used to determine the appropriate acquisition strategy, including whether a small business set-aside is warranted. 2. PROJECT DESCRIPTION & SYNOPSIS This project consists of furnishing all necessary labor, materials, tools, supplies, and equipment for the complete replacement of the structural standing seam metal roofing system on the Control Tower Building (also known as the Operating House Building) located at Mosquito Creek Lake in Cortland, OH. The contractor will be required to complete all work within 365 calendar days after written Notice to Proceed (NTP). Major Technical Components of the Work: Demolition and Disposal: Complete removal and legal, off-site disposal of the existing standing seam metal roof panel system, box gutter, scuppers, and lightning protection system down to the original concrete roof slab. Structural Sub-Framing Refurbishment: Inspection of all existing light-gauge, cold-formed metal sub-framing. The contractor must replace up to 95 linear feet of framing members found to be rusted or deformed (defined as exhibiting visible deformation or corrosion resulting in a cross-sectional area loss of 25% or more). All remaining sub-framing must be cleaned of surface rust by wire-brushing and treated with an approved protective coating. Roof Deck Repair and Insulation: Repair, clean, and seal the existing concrete roof slab. The contractor must perform a 24-hour flood test to verify the watertightness of all repaired areas before insulation is applied. Following successful testing, a closed-cell spray polyurethane foam (ccSPF) insulation and moisture barrier system must be applied to the prepared roof deck to achieve a minimum thermal resistance value of R-30. The insulation must be protected from UV radiation and covered within 72 hours of application. New Standing Seam Metal Roof System: Design, furnish, and ins…
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