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

PROJECT DESCRIPTION: The UT FTNP DINO 10(3)100(2), Green River Road and Quarry Access Road project is in Dinosaur National Monument approximately 16.9 miles east of the Vernal, Utah and 114.1 west of Craig, Colorado. The project is proposing to rehabilitate (3R) roads and parking lots. Additional work includes pavement preservation on routes within Dinosaur National Monument at the Utah and Colorado entrances. The project is broken up into one schedule with four options. SCOPE OF THE WORK: Due to deterioration that is typical of aging pavement, Schedule A is proposing to rehabilitate (3R) approximately 2.35 miles of road, multiple pullouts, and two parking lots. The existing pavement section on both roadways are in poor condition with roadway cracking. Options T, U, V, and W is proposing pavement preservation of 50.4 miles of roadways within Dinosaur National Monument in Utah and Colorado. This pavement preservation work will include crack sealing, asphalt patching, micro sealing, and chip sealing. PRINCIPAL WORK ITEMS: Schedule A: 20402-0000 Subexcavation, 8,000 CUYD 30202-2000 Roadway Aggregate, Method 2: 6,000 TON 30402-1000 Full Depth Reclamation, Method 2: 40,500 SQYD 40101-5600 Asphalt Concrete Pavement: 7,300 TON 60901-1000 Curb Concrete ,12-inch depth, 1,475 LNFT 61701-5100 Guardrail System MGS type 4, Class B Steel Posts 320 LNFT Option T: 30402-5300 Full Depth Reclamation, Method 2, 6-Inch Depth 40101-5600 Asphalt Concrete Pavement: 1,810 SQYD 40702-0300 Chip Seal, Type 1C: 142,000 SQYD 40711-0000 Emulsified Asphalt: 270 TON 40901-2000 Micro Surfacing, Type 2: 39,010 SQYD 41801-2000 Asphalt Concrete Pavement Patch: 2500 SQYD 63402-0300 Pavement Markings, Type B, Solid 78 Mile Option U: 40702-0300 Chip Seal, Type 1C: 217,000 SQYD 40711-0000 Emulsified Asphalt: 390 TON 40901-2000 Micro Surfacing, Type 2: 5,690 SQYD 41801-2000 Asphalt Concrete Pavement Patch, Type 2 185 SQYD 63402-0300 Pavement Markings, Type B, Solid 105.00 Mile Option V: 40702-0300 Chip Seal, Type 1C: 178,000 SQYD 40711-0000 Emulsified Asphalt: 330 TON 40901-2000 Micro Surfacing, Type 2: 18,750 SQYD 41801-2000 Asphalt Concrete Pavement Patch: 810 SQYD 63402-0300 Pavement Markings, Type B, Solid 101 Mile Option W: 40702-0300 Chip Seal, Type 1C: 151,000 SQYD 40711-0000 Emulsified Asphalt: 270 TON 40901-2000 Micro Surfacing, Type 2: 5,690 SQYD 41801-2000 Asphalt Concrete Pavement Patch, Type 2 185 SQYD 63402-0300 Pavement Markings, Type B, Solid 105.00 Mile ANTICIPATED SCHEDULE: Advertisement: October 2024 Contract Award: December 2024 Notice to Proceed: January 2025 Construction Complete: October 2025 ESTIMATED COST RANGE: The anticipated cost range is between $10,000,000 and $20,000,000. TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE ACCEPTED AFTER 4 P.M. ON NOVEMBER 14, 2024 Consolidate all questions on a single word document and submit NLT the deadline to submit technical questions. Questions can be submitted to CFLContracts@dot.gov. Questions and answers will be posted at https://sam.gov *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.