RECOVERY--Z--PROJECT NUMBER 6000, Fort Gibson Lake, OK, PROJECT NUMBER 8530, John Redmond Dam and Reservoir, KS
Award Notice Posted
- Solicitation number
- W912BV-10-R-1006
- Agency
-
ENDIST Tulsa
US Army Corps of Engineers, Department of Defense
- Awarded
- to Laforge & Budd Construction Co Inc.
- Set-aside
- No set-aside
Opportunity facts
- Contract number
- W912BV-10-C-1026, P00001 Federal contract award
- NAICS code
- 236220 Commercial and Institutional Building Construction
- PSC
- Not on record
Notice details come from SAM.gov. Updated .
Notice text
3 versions
Update #3 · Latest ·
RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER THE CURRENT CONTRACT NUMBER(S): LaForge and Budd Construction Company, Inc., W912BV-10-C-1026
As part of Operations and Maintenance, Army, Recovery Act, modification has been issued to LaForge and Budd Construction Company, Inc., to perform the following work: 1. Add 3 inches of grave surface for levee roadway and pump station roadway and turn around. Gravel shall be SS-3 from KDOT specification 1112. Construction shall be in accordance with the attached KDOT specification sections 840 (Temporary Surfacing) and 841 (Light Type Surfacing). Estimated Quantity is 1,305 tons.
2. Provide 8 inches of SS-3 Gravel for a 60 foot by 100 foot area for stockpiling. Contractor should clear and grub before placement of the gravel. Estimated quantity is 251 tons. Stockpile area will be marked by the COE.
3. For access to the stockpile area provide a 12-inch by 24-foot RCP culvert for ditch crossing with 12 inch cover over top of pipe.
Update #2 ·
RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY IS AVAILABLE ONLY TO CONTRACTOR(S) UNDER THE CURRENT CONTRACT NUMBER(S): LaForge and Budd Construction Company, Inc., W912BV-10-C-1026
As part of Operations and Maintenance, Army, Recovery Act, modification has been issued to LaForge and Budd Construction Company, Inc., and the scope of this change (P00001) is revised to reflect the following: 1. Dikes 3, 8, & 9: Increase the thickness of the Gravel surface from 3 inches to 6 inches ( 16 feet wide) using the Traffic Bound Surface Course (TBSC), Type E as specified in Section 32 00 00.
2. Dike 10 & 11: Increase the thickness of the Gravel surface from 3 inches to 4 inches (12 feet wide) using TBSC Type E.
3. OOW Levee: Increase the Traffic Bound Surface Course from 3 inches to 4 inches.
4. Wyandotte Levee: Add 3 inches of Traffic Bound Surface Course.
5. Total increase of TBSC for Dikes 3, 8, 9, 10, and 11, Wyandotte Levee and OOW levee is 4,081 tons.
6. Wyandotte Levee: Increase the size of the riprap from 12 inch to 18 inch. Quantity of 650 tons remains unchange.
Update #1 ·
RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR(S) UNDER THE CURRENT CONTRACT NUMBER(S): LaForge and Budd Construction Company, Inc., W912BV-10-C-1026
As part of Operations and Maintenance, Army, Recovery Act, modification has been issed to LaForge and Budd Construction Company, Inc., to perform the following work:
1. Dikes 3, 8, & 9: Increase the thickness of the Gravel surface from 3 inches to 6 inches (16 feet wide) using the Traffic Bound Surface Course (TBSC), Type E as specified in Section 32 00 00.
2. Dike 10 & 11: Increase the thickness of the Gravel surface from 3 inches to 4 inches (12 feet wide) using TBSC Type E.
3. OOW Levee: Increase the Traffic Bound Surface Course from 3 inches to 4 inches.
4. Wyandotte Levee: Add 3 inches of Traffic Bound Surface Course.
5. Total increase of TBSC for Dikes 3,8,9,10,11, Wyandotte Levee and OOW levee is 4,081 tons.
6. Wyandotte Levee: Increase the size of the riprap from 12 inch to 18 inch. Quantity of 650 tons remains unchange.
1. Add 3 inches of Grave surface for Levee Roadway and pump station roadway and turn around. Gravel shall be SS-3 from KDOT specification 1112. Construction shall be in accordance with the attached KDOT specification sections 840 (Temporary Surfacing) and 841 (Light Type Surfacing). Estimated Quantity is 1,305 tons.
2. Provide 8 inches of SS-3 Gravel for a 60ft by 100ft area for Stockpiling. Contractor should clear and Grub before placement of the gravel. Estimated Quantity is 251 tons. Stockpile area will be marked by the COE.
3. For access to the stockpile area provide a 12 inch by 24 foot RCP culvert for ditch crossing with 12 inch cover over top of Pipe.
Notice history
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