WY FLAP 129(1), Sand Creek Road
Award Notice Posted
- Solicitation number
- DTFH6815B00011
- Agency
-
Federal Highway Administration
Department of Transportation
- Awarded
- to Dietzler Construction Corporation
- Set-aside
- No set-aside
Opportunity facts
- Contract number
- DTFH6816C00005 Federal contract award
- NAICS code
- 237310 Highway, Street, and Bridge Construction
- PSC
- Not on record
- Place of performance
- Black Hills National Forest Beulah, Wyoming 82712, United States
Notice details come from SAM.gov. Updated .
Notice text
4 versions
Update #4 · Latest ·
THIS IS AN INVITATION FOR BID. THIS PROJECT IS ADVERTISED ON A FULL AND OPEN BASIS.
Project Location
This project begins at the intersection of Sand Creek Road and Interstate 90, near Beulah, WY. The project proceeds south for 6.o miles.
Scope of the Work
Schedule A: Consists of removal and replacement of 6 bridges. The existing bridges are concrete structures supported by wood piling. The new bridges will consist of precast concrete structures supported by GRS abutments or abutments supported by micro piles.
The new bridges are all single span and vary in length from 38 to 65 feet and are 28 feet in width. Four (4) bridges will be built on GRS abutments and 2 will be built on abutments supported by micro piles. Each bridge will receive new guardrail and the road approaching each bridge will be reconstructed to accommodate the new bridges.
Principal work items include:
Removal of 6 existing bridges.
2600CY of embankment
12000 SY of geosynthetic reinforcement (GRS)
959 CY of riprap
1760 tons of aggregate base.
2186 LF of Precast Prestressed concrete slabs
16500 LB of reinforcing steel
1060 LF Micropiles (9.0 inch dia.)
Diversion Construction
685 LF Bridge rail
600 LF Transition guardrail
Seeding and mulch.
Traffic control
Option X: Consists of 6.0 miles of aggregate surface reconditioning and placement of 4 inches of aggregate base course.
Principal Work Items include:
Removal and replacement of 6 cattleguards
17,250 tons of aggregate base
300 STA of aggregate surface reconditioning
Traffic Control
The contracting range for this project is between $3 million to $5 million.
Update #3 ·
THIS IS NOT AN INVITATION FOR BID. PLANS AND SPECS ARE NOT AVAILABLE. THE TENATIVE ADVERTISEMENT DATE IS SEPTEMBER 28, 2015. THIS PROJECT WILL BE ADVERTISED ON A FULL AND OPEN BASIS.
Project Location
This project begins at the intersection of Sand Creek Road and Interstate 90, near Beulah, WY. The project proceeds south for 6.o miles.
Scope of the Work
Schedule A: Consists of removal and replacement of 6 bridges. The existing bridges are concrete structures supported by wood piling. The new bridges will consist of precast concrete structures supported by GRS abutments or abutments supported by micro piles.
The new bridges are all single span and vary in length from 38 to 65 feet and are 28 feet in width. Four (4) bridges will be built on GRS abutments and 2 will be built on abutments supported by micro piles. Each bridge will receive new guardrail and the road approaching each bridge will be reconstructed to accommodate the new bridges.
Principal work items include:
Removal of 6 existing bridges.
2600CY of embankment
12000 SY of geosynthetic reinforcement (GRS)
959 CY of riprap
1760 tons of aggregate base.
2186 LF of Precast Prestressed concrete slabs
16500 LB of reinforcing steel
1060 LF Micropiles (9.0 inch dia.)
Diversion Construction
685 LF Bridge rail
600 LF Transition guardrail
Seeding and mulch.
Traffic control
Option X: Consists of 6.0 miles of aggregate surface reconditioning and placement of 4 inches of aggregate base course.
Principal Work Items include:
Removal and replacement of 6 cattleguards
17,250 tons of aggregate base
300 STA of aggregate surface reconditioning
Traffic Control
The contracting range for this project is between $3 million to $5 million.
Update #2 ·
THIS IS NOT AN INVITATION FOR BID. PLANS AND SPECS ARE NOT AVAILABLE. THE TENATIVE ADVERTISEMENT DATE IS SEPTEMBER 21, 2015. THIS PROJECT WILL BE ADVERTISED ON A FULL AND OPEN BASIS.
Project Location
This project begins at the intersection of Sand Creek Road and Interstate 90, near Beulah, WY. The project proceeds south for 6.o miles.
Scope of the Work
Schedule A: Consists of removal and replacement of 6 bridges. The existing bridges are concrete structures supported by wood piling. The new bridges will consist of precast concrete structures supported by GRS abutments or abutments supported by micro piles.
The new bridges are all single span and vary in length from 38 to 65 feet and are 28 feet in width. Four (4) bridges will be built on GRS abutments and 2 will be built on abutments supported by micro piles. Each bridge will receive new guardrail and the road approaching each bridge will be reconstructed to accommodate the new bridges.
Principal work items include:
Removal of 6 existing bridges.
2600CY of embankment
12000 SY of geosynthetic reinforcement (GRS)
959 CY of riprap
1760 tons of aggregate base.
2186 LF of Precast Prestressed concrete slabs
16500 LB of reinforcing steel
1060 LF Micropiles (9.0 inch dia.)
Diversion Construction
685 LF Bridge rail
600 LF Transition guardrail
Seeding and mulch.
Traffic control
Option X: Consists of 6.0 miles of aggregate surface reconditioning and placement of 4 inches of aggregate base course.
Principal Work Items include:
Removal and replacement of 6 cattleguards
17,250 tons of aggregate base
300 STA of aggregate surface reconditioning
Traffic Control
The contracting range for this project is between $3 million to $5 million.
Update #1 ·
THIS IS NOT AN INVITATION FOR BID. PLANS AND SPECS ARE NOT AVAILABLE. THE TENATIVE ADVERTISEMENT DATE IS MAY 12, 2015. THIS PROJECT WILL BE ADVERTISED ON A FULL AND OPEN BASIS.
Project Location
This project begins at the intersection of Sand Creek Road and Interstate 90, near Beulah, WY. The project proceeds south for 6.o miles.
Scope of the Work
Schedule A: Consists of removal and replacement of 6 bridges. The existing bridges are concrete structures supported by wood piling. The new bridges will consist of precast concrete structures supported by GRS abutments or abutments supported by micro piles.
The new bridges are all single span and vary in length from 38 to 65 feet and are 28 feet in width. Four (4) bridges will be built on GRS abutments and 2 will be built on abutments supported by micro piles. Each bridge will receive new guardrail and the road approaching each bridge will be reconstructed to accommodate the new bridges.
Principal work items include:
Removal of 6 existing bridges.
2600CY of embankment
12000 SY of geosynthetic reinforcement (GRS)
959 CY of riprap
1760 tons of aggregate base.
2186 LF of Precast Prestressed concrete slabs
16500 LB of reinforcing steel
1060 LF Micropiles (9.0 inch dia.)
Diversion Construction
685 LF Bridge rail
600 LF Transition guardrail
Seeding and mulch.
Traffic control
Option X: Consists of 6.0 miles of aggregate surface reconditioning and placement of 4 inches of aggregate base course.
Principal Work Items include:
Removal and replacement of 6 cattleguards
17,250 tons of aggregate base
300 STA of aggregate surface reconditioning
Traffic Control
The contracting range for this project is between $3 million to $5 million.
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