W912P522B0016 Mouse Creek 12th St Detention Structure Cleveland, TN
Closed Solicitation Posted
This opportunity was awarded. See the award notice from .
- Solicitation number
- W912P522B0016
- Agency
-
ENDIST Nashville
US Army Corps of Engineers, Department of Defense
- Responses due
- Set-aside
- Total Small Business
Opportunity facts
- NAICS code
- 237990 Other Heavy and Civil Engineering Construction
- Place of performance
- Cleveland, Tennessee 37311, United States
Notice details come from SAM.gov. Updated .
About this opportunity
This solicitation seeks construction services for the Mouse Creek 12th Street Detention Structure project in Cleveland, Tennessee. The U.S. Army Corps of Engineers, Nashville District will construct a concrete spillway, box culvert, earthen berm up to 10 feet high, graded upstream areas, and armored stilling basin to control overflow and restrict stream flow. Bids were due by August 5, 2022 and evaluated for responsiveness and responsibility with cost as the ultimate award factor. The government estimate was $892,119.76.
The opportunity is a total small business set-aside under NAICS Code 237990 for construction of flood control structures. Two responsive bids were received by the deadline from Adams Contracting LLC for $898,823.19 and Kovilic Construction Co. for $892,119.76 including bid guarantees of 20%. The project is to be completed in Cleveland, Tennessee with an estimated value between $500,000 and $1,000,000 to be awarded as a firm-fixed price construction contract.
Notice text
5 versions
Update #5 · Latest ·
Add Bid Abstract from bid opening.
Amendment 0003:
The purpose of this amendment is to extend the bid due date from Monday, August 1, 2022 to Friday, August 5, 2022 at 1:00 p.m. Central Time, update Specifications and Plans, provide answers to Questions from Potential offerors, and provide Bid Opening information.
Amendment 0002:
The purpose of this amendment is to extend the bid due date from Monday, July 25, 2022 at 11:00 a.m. Central Time to Monday, August 1, 2022 at 1:00 p.m. Central Time.
Amendment 0001:
This solicitation is amended to revise the Site Visit Date to 06 July 2022 at 11:00 am eastern time.
FAR 52.236-27 ALT I, SITE VISIT (CONSTRUCTION) is updated.
The project will include the following features of work: A concrete spillway for overflow and box culvert (4-foot width) at the base of the structure for underflow, which will restrict the stream that currently runs through the site. An earthen berm of a height not exceeding 10 feet from the existing stream bed that will extend from both sides of the spillway and tie into the proposed top elevation of 860 feet and 859.5 feet on the west and east side of the structure, respectively. The terrain on the upstream side of the proposed detention structure will be graded to have a 2% slope from the edge of the existing stream bank up to allow for sheet flow into the stream. Any excess material acquired from the grading work may be used as fill material for the detention structure if found to meet the criteria for acceptable. A stilling basin is also proposed on the downstream side between the ends of the wingwall to reduce velocities dissipate energy from the water overtopping the spillway. The downstream portion of the spillway will be armored up to 25 feet out with articulated concrete block (ACB) to prevent any erosion, cavitation, or mining of the soil.
Update #4 ·
Amendment 0003:
The purpose of this amendment is to extend the bid due date from Monday, August 1, 2022 to Friday, August 5, 2022 at 1:00 p.m. Central Time, update Specifications and Plans, provide answers to Questions from Potential offerors, and provide Bid Opening information.
Amendment 0002:
The purpose of this amendment is to extend the bid due date from Monday, July 25, 2022 at 11:00 a.m. Central Time to Monday, August 1, 2022 at 1:00 p.m. Central Time.
Amendment 0001:
This solicitation is amended to revise the Site Visit Date to 06 July 2022 at 11:00 am eastern time.
FAR 52.236-27 ALT I, SITE VISIT (CONSTRUCTION) is updated.
The project will include the following features of work: A concrete spillway for overflow and box culvert (4-foot width) at the base of the structure for underflow, which will restrict the stream that currently runs through the site. An earthen berm of a height not exceeding 10 feet from the existing stream bed that will extend from both sides of the spillway and tie into the proposed top elevation of 860 feet and 859.5 feet on the west and east side of the structure, respectively. The terrain on the upstream side of the proposed detention structure will be graded to have a 2% slope from the edge of the existing stream bank up to allow for sheet flow into the stream. Any excess material acquired from the grading work may be used as fill material for the detention structure if found to meet the criteria for acceptable. A stilling basin is also proposed on the downstream side between the ends of the wingwall to reduce velocities dissipate energy from the water overtopping the spillway. The downstream portion of the spillway will be armored up to 25 feet out with articulated concrete block (ACB) to prevent any erosion, cavitation, or mining of the soil.
Update #3 ·
Amendment 0002:
The purpose of this amendment is to extend the bid due date from Monday, July 25, 2022 at 11:00 a.m. Central Time to Monday, August 1, 2022 at 1:00 p.m. Central Time.
Amendment 0001:
This solicitation is amended to revise the Site Visit Date to 06 July 2022 at 11:00 am eastern time.
FAR 52.236-27 ALT I, SITE VISIT (CONSTRUCTION) is updated.
The project will include the following features of work: A concrete spillway for overflow and box culvert (4-foot width) at the base of the structure for underflow, which will restrict the stream that currently runs through the site. An earthen berm of a height not exceeding 10 feet from the existing stream bed that will extend from both sides of the spillway and tie into the proposed top elevation of 860 feet and 859.5 feet on the west and east side of the structure, respectively. The terrain on the upstream side of the proposed detention structure will be graded to have a 2% slope from the edge of the existing stream bank up to allow for sheet flow into the stream. Any excess material acquired from the grading work may be used as fill material for the detention structure if found to meet the criteria for acceptable. A stilling basin is also proposed on the downstream side between the ends of the wingwall to reduce velocities dissipate energy from the water overtopping the spillway. The downstream portion of the spillway will be armored up to 25 feet out with articulated concrete block (ACB) to prevent any erosion, cavitation, or mining of the soil.
Update #2 ·
Amendment 0001:
This solicitation is amended to revise the Site Visit Date to 06 July 2022 at 11:00 am eastern time.
FAR 52.236-27 ALT I, SITE VISIT (CONSTRUCTION) is updated.
The project will include the following features of work: A concrete spillway for overflow and box culvert (4-foot width) at the base of the structure for underflow, which will restrict the stream that currently runs through the site. An earthen berm of a height not exceeding 10 feet from the existing stream bed that will extend from both sides of the spillway and tie into the proposed top elevation of 860 feet and 859.5 feet on the west and east side of the structure, respectively. The terrain on the upstream side of the proposed detention structure will be graded to have a 2% slope from the edge of the existing stream bank up to allow for sheet flow into the stream. Any excess material acquired from the grading work may be used as fill material for the detention structure if found to meet the criteria for acceptable. A stilling basin is also proposed on the downstream side between the ends of the wingwall to reduce velocities dissipate energy from the water overtopping the spillway. The downstream portion of the spillway will be armored up to 25 feet out with articulated concrete block (ACB) to prevent any erosion, cavitation, or mining of the soil.
Update #1 ·
The project will include the following features of work: A concrete spillway for overflow and box culvert (4-foot width) at the base of the structure for underflow, which will restrict the stream that currently runs through the site. An earthen berm of a height not exceeding 10 feet from the existing stream bed that will extend from both sides of the spillway and tie into the proposed top elevation of 860 feet and 859.5 feet on the west and east side of the structure, respectively. The terrain on the upstream side of the proposed detention structure will be graded to have a 2% slope from the edge of the existing stream bank up to allow for sheet flow into the stream. Any excess material acquired from the grading work may be used as fill material for the detention structure if found to meet the criteria for acceptable. A stilling basin is also proposed on the downstream side between the ends of the wingwall to reduce velocities dissipate energy from the water overtopping the spillway. The downstream portion of the spillway will be armored up to 25 feet out with articulated concrete block (ACB) to prevent any erosion, cavitation, or mining of the soil.
Files
Show all 13
Notice history
| Notice | Type | Posted |
|---|---|---|
| Mouse Creek 12th St Detention Structure Cleveland, TN | Award Notice | |
| This notice | Solicitation | |
| W912P522B0016 Mouse Creek 12th St Detention Structures Cleveland, TN | Pre-Solicitation | |
| PANGLR22P0000002558 Cleveland, TN Detention Structures | Pre-Solicitation |
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