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

PROJECT NUMBER: UT NP 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, is located 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, parking lots, and pavement preservation on routes within Dinosaur National Monument at the Utah and Colorado entrances. The project is broken up into one schedule with five options, described below.

PRINCIPAL WORK ITEMS:

Schedule A:

• 20402-0000 Subexcavation, 4,900 CUYD
• 30202-2000 Roadway Aggregate, Method 2: 4,300 TON
• 30402-1000 Full Depth Reclamation, Method 2: 26,500 SQYD
• 40101-5600 Asphalt Concrete Pavement: 7,300 TON
• 60901-1000 Curb Concrete ,12-inch depth, 105 LNFT
• 61701-5100 Guardrail System MGS type 4, Class B Steel Posts 70 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

Option X:

• 20402-0000 Subexcavation, 4,700 CUYD
• 30202-2000 Roadway Aggregate, Method 2: 1,55 TON
• 30402-1000 Full Depth Reclamation, Method 2: 11,000 SQYD
• 40101-5600 Asphalt Concrete Pavement: 3,250 TON
• 60901-1000 Curb Concrete ,12-inch depth, 1,375 LNFT
• 61701-5100 Guardrail System MGS type 4, Class B Steel Posts 250 LNFT

ANTICIPATED SCHEDULE:

• Advertisement: October 2023
• Contract Award: November 2023
• Notice to Proceed: December 2023
• Construction Complete: September 2024

MISCELLANEOUS:

• The mainline road will be under 30-minute delays during construction.
• Weekend work on roads will not be allowed.

The estimated price range of the project work is between $10,000,000 and $20,000,000.

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