UT FTNP DINO 10(3) 100(2) Green River Road and Quarry Access Road   4

THIS IS NOT AN INVITIATION FOR BID, PLAN AND SPEFICIATIONS ARE NOT AVAILBLE

PROJECT NUMBER: UT FTNP DINO 10(3) & 100(2)

PROJECT NAME: Green River Road & Quarry Access Road

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.