Site work and paving for a road / highway in Vernal, Utah. Completed plans call for site work for a road / highway; and for paving for a road / highway.

Contract Award Date: Jan 10, 2022 Contract Award Number: 6982AF22C000008 Task/Delivery Order Number: Contractor Awarded Unique Entity ID (DUNS): 024945706 Contractor Awarded Unique Entity ID (SAM): TVQ6LPR967V7 Contractor Awarded Name: Staker & Parson Companies Contractor Awarded Address: Ogden, UT 84409-3481 USA Base and All Options Value (Total Contract Value): $9577234.04 THIS IS A REQUEST FOR BID - PLANS AND SPECIFICATIONS ARE AVAILABLE. Project Number: UT FLAP 2500(1) Goal: SB: 30.07% SDB: 5.0% HUBZone: 3.0% WOSB: 5.0% SDVOSB: 3.0% PROJECT DESCRIPTION: The UT FLAP 2500(1), Taylor Mountain Road project is located approximately 6 miles north of Vernal, UT in northeastern Utah. The project begins at the intersection of 2500 W and 3500 N and continues north for 6.67 miles to just past the Ashley National Forest (USFS) boundary. The existing roadway provides access to businesses, private residences, and the Ashley National Forest. The route is categorized as a rural minor collector in rolling terrain and is maintained by Uintah County. This project consists of the rehabilitation, restoration, and resurfacing (3R) of approximately 4.95 miles and reconstruction (4R) of approximately 1.71 miles of road. Major work elements include widening the roadway to a consistent width and vertical and horizontal alignment changes to correct roadway geometry and improve safety. Construction will generally include cut slopes (bedrock and soil), embankment, deep patch embankment stabilization, aggregate base course, and paving. Improvements include clearing roadside vegetation, stabilization of shoulders, drainage improvements (including large pipes, deep pipes, and concrete headwalls), pavement markings, and updating signing. Select parking/pullouts and access road intersections will also be rehabilitated or reconstructed. SIGNIFICANT QUANTITIES (Schedule A): 20101-0000 Clearing and Grubbing: 41 ACRE 20420-0000 Embankment Construction: 18,000 CUYD 30101-0000 Aggregate Base: 19,000 TON 30401-5300 Full Depth Reclamation: 5.0 MILE 40101-0600 Asphalt Concrete Pavement, Gyratory Mix, 1/2-Inch Nominal Maximum Size Aggregate, 0.3 to <3 Million ESAL: 16,000 TON Estimated total cost is $6,000,000 to $8,000,000. *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.