THIS IS NOT A REQUEST FOR BID - PLANS AND SPECIFICATIONS ARE NOT AVAILABLE. THIS NOTICE IS BEING ISSUED TO DETERMINE IF THERE IS SUFFICIENT INTEREST FROM QUALIFIED PRIME CONTRACTORS who are small businesses, HUBZone small businesses, woman owned small business concerns, 8(a) small businesses, or service-disabled veteran-owned small businesses and who intend to submit a bid for this solicitation to allow for a set-aside in one of these programs. Interested businesses must submit the following by e-mail to cflacquisitions@dot.gov (Attn: Kelly Palmer) for receipt by close of business (2 p.m. local Denver time) on August 8, 2023 (1) A positive statement of your intention to submit a bid for this solicitation as a Prime Contractor; (2) A list of all confirmed socioeconomic categories (i.e., 8(a), small disadvantaged business, HUBZone small business, service-disabled veteran-owned small business, EDWOSB, or WOSB status) that apply to your business; (3) A letter from a bonding agent stating your firm's capability to bond for a single project of $20 million, and your firm's aggregate bonding capacity; and (4) Provide a list of roadway rehabilitation construction projects of equal or greater value and scope to the UT NP CARE 10(2) 100(1) - Scenic Drive and Goosenecks Road project in which you performed roadway excavation, aggregate base, asphalt concrete pavement, concrete curb, culverts, micro surfacing, crack sealing, and temporary traffic control. DO NOT SEND INFORMATION ON PROJECTS THAT DO NOT INCLUDE THE ABOVE WORK. The size of a small business firm includes all parents, subsidiaries, affiliates, etc. Refer to the Code of Federal Regulations 13 CFR 121.103 for information on how the SBA determines affiliation and 13 CFR 121.108 regarding the penalties for misrepresentation of size status. All firms should be certified in the System for Award Management (SAM) located at https://www.sam.gov/ Project Details: UT NP CARE 10(2) 100(1) - Scenic Drive and Goosenecks Road PROJECT DESCRIPTION: The UT NP CARE 10(2)100(1), Scenic Drive and Goosenecks Road, project is in Capitol Reef National Park approximately 10.9 miles west of the Torrey Utah and 45.3 miles west of Boulder Utah. The project is proposing to rehabilitate (3R) roads and parking lots and pavement preservation on routes within Capital Reef National Park. The project is broken up into a schedule with three options, described below. SCOPE OF THE WORK: The project is proposing to rehabilitate (3R) approximately 6.40 miles of road along with pullouts for schedule A. Option X is a (3R) rehabilitation of the Visitor Center parking lot. Option Y is a (3R) rehabilitation of the Chimney Rock parking lot. Option Z pavement preservations of various roadway and parking lots within Capital Reef National Park. For both Schedule A and Option X and Y the roads parking lots, and pullouts are in need rehabilitation due to deterioration that is typical of aging pavements. The existing pavement section on both roadways are in poor condition with roadway cracking and aggregate surfacing. Options Z is proposing to pavement preservation 10 miles of roadways within Dinosaur National Monument CO and UT units for the Park. This pavement preservation work will include crack sealing, asphalt patching, micro sealing, and chip sealing. PRINCIPAL WORK ITEMS: Schedule A: 20401-0000 Roadway Excavation: 14,500 CUYD 30202-2000 Roadway Aggregate, Method 2: 29,500 TON 30402-1000 Full Depth Reclamation, Method 2: 26,500 SQYD 40101-5600 Asphalt Concrete Pavement: 18,000 TON 60901-1000 Curb Concrete ,12-inch depth: 300 LNFT 63402-0000 Pavement Markings, Type B Solid: 26 MILES Option X: 20401-0000 Roadway Excavation: 3,000 CUYD 30202-2000 Roadway Aggregate, Method 2: 2,200 TON 30402-1000 Full Depth Reclamation, Method 2: 2500 SQYD 40101-5600 Asphalt Concrete Pavement: 1,350 TON 60901-1000 Curb Concrete ,12-inch depth: 2,500 LNFT 63402-0000 Pavement Markings, Type B Solid: 2 MILES Option Y: 20401-0000 Roadway Excavation: 2,000 CUYD 30202-2000 Roadway Aggregate, Method 2: 1,200 TON 30402-1000 Full Depth Reclamation, Method 2: 1500 SQYD 40101-5600 Asphalt Concrete Pavement: 850 TON 60901-1000 Curb Concrete ,12-inch depth: 300 LNFT 63402-0000 Pavement Markings, Type B Solid: 2 MILES Option Z: 40702-0300 Chip Seal, Type 1C: 107,000 SQYD 40711-0000 Emulsified Asphalt: 120 TON 40901-2000 Micro Surfacing, Type 2: 2,000 SQYD 41801-2000 Asphalt Concrete Pavement Patch, Type 2 90 SQYD 63402-0300 Pavement Markings, Type B, Solid 2 Mile ANTICIPATED SCHEDULE: Advertisement: October 2023 Contract Award: November 2023 Notice to Proceed: December 2024 Construction Complete: September 2024 The estimated price range of the project work is between $10,000,000 and $20,000,000. *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.