Pleasant Hill Dam Office Paving

Provide all necessary labor, equipment, and materials to construct and paving of Office drive and parking area. The office drive and parking area (approximate area of 12000 sq. feet) Additional Information Site Visits Are Highly Recommended Prior to Providing a Quote. See Clause 52.236-27 for Additional Information. Please Direct All Questions to Brittani Stowers at (304) 399-5762 or Brittani.l.stowers@usace.army.mil. Any Information Received at the Site Visit Which Conflicts With This Solicitation Should Be Brought to the Attention of Ms. Stowers. The Solicitation And Resulting Contract Shall Be the Governing Document in All Cases. Quotes Can Only Be E-mailed to Brittani Stowers at Brittani.l.stowers@usace.army.mil by the Date Referenced on Page One of the Sf18. Per Far 36.204 the Estimated Price Range for This Project is Between $100,000 and $250,000. Note: Award Will Be Made to the Lowest Price Offeror Who Meets the Technical Requirements of the Solicitation and is Deemed Responsible by the Contracting Officer. The Intent is to Award Without Discussions. Note: This Procurement is 100% Total Set-aside for Small Business. For More Information See Far Clause 52.219-6. Statement of Work and Technical Specifications For Dam and Office Area Paving at Pleasant Hill Dam 1041 CR 3006 Perrysville, OH 44864-9782 DESCRIPTION OF SERVICES: Provide all necessary labor, equipment, and materials to construct and paving of Office drive and parking area. The office drive and parking area (approximate area of 12000 sq. feet) o The office driveway 12 feet wide and constructed using an asphalt surface. o The roadway shall have 1 un-separated lane of traffic. o (See attachment A for a map of the project road and parking areas) 1.1 Place of Performance: U.S. Army Corps of Engineers, Pleasant Hill Dam 1041 CR 3006 Perrysville, OH 44864-9782 (See attachment A for a map of the project road and parking areas) 1.2 Period of Performance: Contractor shall start work within 10 calendar days of issuance of Notice to Proceed (NTP) but not before May 15, 2023 and complete all work within 30 calendar days from commencement of work. 1.3 Specific Requirements: The contractor shall perform the following tasks: 1.3.1 Overall assessment of current paving shall be completed by contractor. Areas with excess cracking shall be examined for possible distinct causes and remedied prior to repaving. 1.3.2 Mill all existing pavement in areas that will be paved as per attachment A. (area in red). Milling depth shall be the full depth of pavement and to include the new depth for 6 inches of new ODOT 304 materials. Excavate for new depth for 6 inches of new ODOT 304 materials in all existing areas that will be paved as per attachment A. (area in yellow). The red and yellow areas shall be the same profile. 1.3.3 After areas are milled and excavated. The contractor shall identify any areas that the sub-grade is unacceptable. The Contractor shall remove unacceptable subgrade materials and replace with select fill, to a depth of at least one (1) foot. 1.3.4 All Millings and excavated materials shall be transported and disposed of in accordance with Federal, State, and local laws. The millings will not be utilized on site. 1.3.5 At the intersections of the current office entrance and the county road shall remain the same profile, a gradual increase of width to allow turning either way onto county road. 1.3.6 Any area milled or paved that is next to existing concrete aprons and/or township/county/state roads, pavement shall not exceed current elevation of concrete/asphalt to allow water drainage and/or smooth transitions. Also, pavement shall bond to existing concrete/asphalt. 1.3.7 If any existing drains/culverts are in place, they shall be replaced as needed with equivalent and/or improved to current standards/materials and ensuring proper function as designed. 1.3.8 Areas requiring widening to meet contract specs, shall be widened on the upstream or uphill side of road. Any Area that requires widening will have proper sub-base installed, compacted, and 6 inches of new ODOT 304 aggregates installed. *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.

Division 31 -	Earthwork, Earthwork Methods.
Division 32 -	Exterior Improvements, Operation and Maintenance of Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways.
Division 34 -	Transportation, Operation and Maintenance of Transportation.