United States - UT FTNP DINO 10(3) 100(2) Green River Road and Quarry Access Road

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Details

Provided by Open Opps
Opportunity closing date
21 November 2024
Opportunity publication date
21 October 2024
Value of contract
to be confirmed
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Description

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 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 in 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 and aggregate surfacing. 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

ESTIMATED COST RANGE:  The anticipated cost range is between $10,000,000 and $20,000,000.
This project is being solicited as full and open competition

Opportunity closing date
21 November 2024
Value of contract
to be confirmed

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6982AF CENTRAL FEDERAL LANDS DIVISI

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