Site work for a power facility in Charlotte, Tennessee. Completed plans call for site work for a power facility.

Award Details Contract Award Date: Sep 30, 2022 Contract Award Number: W912P522C0022 Task/Delivery Order Number: Contractor Awarded Unique Entity ID: Contractor Awarded Name: D & A Masonry Inc. Contractor Awarded Address: Richboro, PA 18954-1409 USA Base and All Options Value (Total Contract Value): $92470.50 PROJECT TITLE: Cheatham Monolith Leak Repairs PROJECT: Firm Fixed-Price Construction Contract DISCLOSURE OF THE MAGNITUDE OF THE PROPOSED CONSTRUCTION PROJECT: $25,000 and $100,000. NAICS: 238110 Poured Concrete Foundation and Structure Contractors SBA SIZE STANDARD: $16.5 Million TYPE OF SET-ASIDE: This is a Total Small Business Set-Aside Quotes shall be emailed to Connor Struckmeyer at connor.a.struckmeyer@usace.army.mil no later than 22 September 2022 at 1:00 PM Central Time. An organized site visit has been scheduled for-- Monday, 19 September 2022 at 9:00 AM Central Time Participants will meet at-- 2250 Cheatham Dam Road Charlotte, TN 37036 QUESTIONS: Questions regarding the solicitation must be submitted to Connor Struckmeyer via email connor.a.struckmeyer@usace.army.mil no later than 10:00 AM on 20 September 2022, Central Time. The amount of the bid guarantee shall be 20% of the bid price or $3,000,000, whichever is less. PERIOD OF PERFORMANCE All requirements herein shall be complete within sixty (60) calendar days after issuance of Notice to Proceed DESCRIPTION OF WORK Provide own equipment to perform all work within the Scope of Work Measure monolith joints for length and width for purpose of ordering expansion joint material estimated distance is 750 (250 horizontal, 500 vertical) Remove existing joint/caulking material Dispose of old joint/caulking material Supply watertight expansion joint material Prep areas for new material to be installed according to manufacturers recommendations Install watertight expansion joint material in all 3 major monolith joints according to manufacturers recommendations Option: Perform the same work on 7 expansion joints on the spillway section of the dam; estimated to be 7 (5 horizontal, 2 vertical) *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document.