RECOVERY--54--PROJECT NUMBER 13524, Chickamauga Lock, Tennessee River, TN Fabrication and Delivery of Lock Approach Wall Pre-Cast Concrete Beams at Chickamauga Lock, Project of the Nashville District U. S. Army Corps of Engineers.
Award Notice Posted
- Solicitation number
- W912P510B0006
- Agency
-
ENDIST Nashville
US Army Corps of Engineers, Department of Defense
- Awarded
- to C.j. Mahan Construction Company, LLC
- Set-aside
- No set-aside
Opportunity facts
- Contract number
- W912P5-10-C-0008 Federal contract award
- NAICS code
- 238120 Structural Steel and Precast Concrete Contractors
- PSC
- Not on record
Notice details come from SAM.gov. Updated .
Notice text
3 versions
Update #3 · Latest ·
ARRA funds are being used to fabricate 42 post-tensioned Approach Wall beams for the new Chickamauga Lock. These beams are approximately 10 ft high x 10 ft wide x 1 ft thick and range in length from approximately 94 ft to 113 ft. Components will be fabricated and delivered to TVAs Watts Bar Reservation approximately 58 miles upstream of Chickamauga Lock to mile 529 on the Tennessee River. Site development, fencing and blocking for temporary storage is required. All parts will be labeled for inventory. Water access is available adjacent to the storage site. Fabrication and delivery of the Approach Wall beams are the responsibility of the contractor.
Update #2 ·
RECOVERY
Proposed Work: Chickamauga Lock - Fabrication and Delivery of Lock Approach Wall Pre-Cast Concrete Beams Solicitation shall be a Seal Bid Item
Description of Work: ARRA funds are being used to fabricate 42 post-tensioned Approach Wall beams for the new Chickamauga Lock. The magnitude of the project is more than $10,000,000. These beams are approximately 10 ft high x 10 ft wide x 1 ft thick and range in length from approximately 94 ft to 113 ft. Components will be fabricated and delivered to TVA's Watts Bar Reservation approximately 58 miles upstream of Chickamauga Lock to mile 529 on the Tennessee River. Site development, fencing and blocking for temporary storage is required. All parts will be labeled for inventory. Water access is available adjacent to the storage site. Fabrication and delivery of the Approach Wall beams are the responsibility of the contractor. The expected duration of this contract is approximately 18 to 24 months. Approximate weights and lengths of the beams are listed below:
Beam Type | Number of Beams | Weight of Beam | Length of Beam |
Type 1 | 10 | 463 | 113'-6" |
Type 2 | 2 | 463 | 113'-6" |
Type 3 | 21 | 421 | 109'-6" |
Type 4 | 9 | 369 | 94'-6" |
Update #1 ·
RECOVERY
Proposed Work: Chickamauga Lock - Fabrication and Delivery of Lock Approach Wall Pre-Cast Concrete Beams Solicitation shall be a Seal Bid Item
Description of Work: ARRA funds are being used to fabricate 42 post-tensioned Approach Wall beams for the new Chickamauga Lock. These beams are approximately 10 ft high x 10 ft wide x 1 ft thick and range in length from approximately 94 ft to 113 ft. Components will be fabricated and delivered to TVA's Watts Bar Reservation approximately 58 miles upstream of Chickamauga Lock to mile 529 on the Tennessee River. Site development, fencing and blocking for temporary storage is required. All parts will be labeled for inventory. Water access is available adjacent to the storage site. Fabrication and delivery of the Approach Wall beams are the responsibility of the contractor. The expected duration of this contract is approximately 18 to 24 months. Approximate weights and lengths of the beams are listed below:
Beam Type | Number of Beams | Weight of Beam | Length of Beam |
Type 1 | 10 | 463 | 113'-6" |
Type 2 | 2 | 463 | 113'-6" |
Type 3 | 21 | 421 | 109'-6" |
Type 4 | 9 | 369 | 94'-6" |
Files
| File | Type | Posted |
|---|---|---|
| Abstract.pdf | ||
| Amend3 CLAW TSpecsPgs.pdf | ||
| Amend3 CLAW Drawings.pdf | ||
| Approach Wall site visit attendance.pdf | ||
| Amendment 0003.pdf | ||
| Amend2 CLAW TSpecsPgs.pdf | ||
| Amendment 2.pdf | ||
| AMENDMENT 1.pdf | ||
| SOLICITATION.pdf | ||
| CLAW Drawings.pdf | ||
| CLAW TSpecs.pdf |
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