AZ FLAP 89(1) Flagstaff-Vista Overlook
Award Notice Posted
- Solicitation number
- DTFH6816B00002
- Agency
-
Federal Highway Administration
Department of Transportation
- Awarded
- to FNF Construction, Inc.
- Set-aside
- No set-aside
Opportunity facts
- Contract number
- DTFH6816C00011 Federal contract award
- NAICS code
- 237310 Highway, Street, and Bridge Construction
- PSC
- Not on record
- Place of performance
- Coconino National Forest, Coconino County, Arizona, United States
Notice details come from SAM.gov. Updated .
Notice text
2 versions
Update #2 · Latest ·
IFB: AZ FLAP 89(1), Flagstaff - Vista Overlook
Arizona FLAP Reconstruction Project
Project Details: This project provides 4R improvements of State Route 89A for up to 8.3 miles ofroadway between Flagstaff on the north end and the Vista Overlook at the rim of the Oak Creek Canyon on the south. The work consists of realignment of the roadway; adding full width shoulders; adding accel and decal lanes; widened drainage structures; climbing lanes and overall safety improvements such as guardrail, slope flattening, profile changes for sight distance improvements and improved signing and striping.
The Project is broken into two schedules to accommodate funding scenarios. One schedule covers 7.2 miles of reconstruction and ties the improvements back in to the existing alignment prior to the urbanized section on the north end of the route. The 8.3 mile schedule covers improvements for the entire route.
Schedule A includes:
Roadway excavation at approximately 208,000 CY; Aggregate Base Course at 173,500 tons; Riprap Class 2 at 950 CY; Riprap Class 3 at 150 CY; Riprap Class 4 at 310 CY; Superpave ½" , ¾" nominal aggregate at 72,500 Tons; 24 inch Pipe Culvert at 3,560 LF; 30 inch Culvert Pipe at 295 LF; 36 inch Culvert Pipe at 815 LF; 42 inch Culvert Pipe at 940 LF; Open Graded Friction Course at 5,600 Tons and Place Conserved Topsoil at 153,700 Tons.
Schedule B includes:
Roadway excavation at approximately 228,000 CY; Aggregate Base Course at 191,000 tons; Riprap Class 2 at 950 CY; Riprap Class 3 at 180 CY; Riprap Class 4 at 310 CY; Superpave ½" , ¾" nominal aggregate at 81,500 Tons; 24 inch Pipe Culvert at 3,670 LF; 30 inch Pipe Culvert at 565 LF; 36 inch Pipe Culvert at 815 LF; 42 inch Culvert Pipe at 940 LF; Open Graded Friction Course at 6,300 Tons and Place Conserved Topsoil at 163,500 Tons.
Construction is expected to occur from January 2016 through December 2017. The contract range for this project is between $20 and $25 million.
Update #1 ·
AZ FLAP 89(1), Flagstaff - Vista Overlook
THIS IS NOT AN INVITATION FOR BID. PLANS AND SPECIFICATIONS ARE CURRENTLY NOT AVAILABLE. THE TENATIVE ADVERTISEMENT DATE IS NOVEMBER 12, 2015. THIS PROJECT WILL BE ADVERTISED ON A FULL AND OPEN BASIS.
Arizona FLAP Reconstruction Project
Project Details: This project provides 4R improvements of State Route 89A for up to 8.3 miles ofroadway between Flagstaff on the north end and the Vista Overlook at the rim of the Oak Creek Canyon on the south. The work consists of realignment of the roadway; adding full width shoulders; adding accel and decal lanes; widened drainage structures; climbing lanes and overall safety improvements such as guardrail, slope flattening, profile changes for sight distance improvements and improved signing and striping.
The Project is broken into two schedules to accommodate funding scenarios. One schedule covers 7.2 miles of reconstruction and ties the improvements back in to the existing alignment prior to the urbanized section on the north end of the route. The 8.3 mile schedule covers improvements for the entire route.
Schedule A includes:
Roadway excavation at approximately 208,000 CY; Aggregate Base Course at 173,500 tons; Riprap Class 2 at 950 CY; Riprap Class 3 at 150 CY; Riprap Class 4 at 310 CY; Superpave ½" , ¾" nominal aggregate at 72,500 Tons; 24 inch Pipe Culvert at 3,560 LF; 30 inch Culvert Pipe at 295 LF; 36 inch Culvert Pipe at 815 LF; 42 inch Culvert Pipe at 940 LF; Open Graded Friction Course at 5,600 Tons and Place Conserved Topsoil at 153,700 Tons.
Schedule B includes:
Roadway excavation at approximately 228,000 CY; Aggregate Base Course at 191,000 tons; Riprap Class 2 at 950 CY; Riprap Class 3 at 180 CY; Riprap Class 4 at 310 CY; Superpave ½" , ¾" nominal aggregate at 81,500 Tons; 24 inch Pipe Culvert at 3,670 LF; 30 inch Pipe Culvert at 565 LF; 36 inch Pipe Culvert at 815 LF; 42 inch Culvert Pipe at 940 LF; Open Graded Friction Course at 6,300 Tons and Place Conserved Topsoil at 163,500 Tons.
Construction is expected to occur from January 2016 through December 2017. The contract range for this project is between $20 and $25 million.
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