Savannah Harbor Expansion Project (SHEP) 14A Dike Raising and Weir Improvements

Closed Solicitation Posted

This opportunity was awarded. See the award notice from .

Solicitation number
W912HN24B5004
Agency
Responses due
Set-aside
Total Small Business

Opportunity facts

Notice details come from SAM.gov. Updated .

About this opportunity

The U.S. Army Corps of Engineers Engineering District Savannah is seeking small business contractors to perform the Savannah Harbor Expansion Project (SHEP) 14A Dike Raising and Weir Improvements. The project involves raising the existing back dike to a uniform elevation of 33 feet MLLW and the front dike to 31 feet MLLW, utilizing approximately 231,000 and 65,000 cubic yards of borrow material respectively from the adjacent 14B Dredged Material Containment Area (DMCA). Additional work includes modifying weirs 14A1, 14A2, 14A3 and resetting the abutment on cross-dike weir 14A/B, as well as clearing, grassing, and erosion control requirements. The solicitation is being procured under FAR Part 14 Sealed Bidding, with a bid due date of July 25, 2024.

This is a 100% Small Business set-aside contract with an estimated value between $5-10 million. The project site is located in Savannah, Georgia. Contractors must be registered in the System for Award Management. Based on the bid abstract, 5 offers were received for this contract, which is a Hired Labor type with pricing across the various contract line items.

Notice text

9 versions

Update #9 · Latest ·

The abstract is posted as of 31 July 2024.  Amendment 4 amends the specifications and extends the date bids are due from 24 July 2024 at 12:00 pm to 25 July 2024 at 1200 pm. Amendment 3 amends specifications and drawings. Amendment 0002 extends the date bids are due from 17 July 2024 at 12:00 pm to 24 July 2024 at 12:00 pm. Amendment 0001 to include a site visit on 20 June 2024 at 10:00 am. Savannah Harbor Expansion Project (SHEP) 14A Dike Raising and Weir Improvements - The existing back dike currently spans a length of approximately 11,000 feet and has a crest elevation ranging from about 27 to 29 feet mean lower low water (MLLW). The back dike will be raised to a uniform elevation of 33 feet MLLW. The existing front dike currently spans a length of approximately 6,400 feet and has a crest elevation ranging from about 25 to 27 feet MLLW. The front dike will be raised to a uniform elevation of 31 feet MLLW to gain additional capacity for containment of Savannah Harbor dredged material. Approximately 231,000 cubic yards of borrow material from the adjacent 14B DMCA will be required for the raising of the back dike and approximately 65,000 cubic yards for the front dike. Additional borrow materials from the adjacent 14B DMCA may be needed. Weir modifications for weirs 14A1, 14A2, and 14A3 are anticipated, as well as resetting the abutment on cross-dike weir 14A/B. The borrow material consists of dredge materials from the Savannah River. The dike construction will be performed to the inside of the existing dike crest and slope. Additional project requirements include clearing, grassing, and erosion control provisions.

Update #8 ·

Amendment 4 amends the specifications and extends the date bids are due from 24 July 2024 at 12:00 pm to 25 July 2024 at 1200 pm. Amendment 3 amends specifications and drawings. Amendment 0002 extends the date bids are due from 17 July 2024 at 12:00 pm to 24 July 2024 at 12:00 pm. Amendment 0001 to include a site visit on 20 June 2024 at 10:00 am. Savannah Harbor Expansion Project (SHEP) 14A Dike Raising and Weir Improvements - The existing back dike currently spans a length of approximately 11,000 feet and has a crest elevation ranging from about 27 to 29 feet mean lower low water (MLLW). The back dike will be raised to a uniform elevation of 33 feet MLLW. The existing front dike currently spans a length of approximately 6,400 feet and has a crest elevation ranging from about 25 to 27 feet MLLW. The front dike will be raised to a uniform elevation of 31 feet MLLW to gain additional capacity for containment of Savannah Harbor dredged material. Approximately 231,000 cubic yards of borrow material from the adjacent 14B DMCA will be required for the raising of the back dike and approximately 65,000 cubic yards for the front dike. Additional borrow materials from the adjacent 14B DMCA may be needed. Weir modifications for weirs 14A1, 14A2, and 14A3 are anticipated, as well as resetting the abutment on cross-dike weir 14A/B. The borrow material consists of dredge materials from the Savannah River. The dike construction will be performed to the inside of the existing dike crest and slope. Additional project requirements include clearing, grassing, and erosion control provisions.

Update #7 ·

Amendment 4 amends the specifications and extends the date bids are due from 24 July 2024 at 12:00 pm to 25 July 2024 at 1200 pm. Amendment 3 amends specifications and drawings. Amendment 0002 extends the date bids are due from 17 July 2024 at 12:00 pm to 24 July 2024 at 12:00 pm. Amendment 0001 to include a site visit on 20 June 2024 at 10:00 am. Savannah Harbor Expansion Project (SHEP) 14A Dike Raising and Weir Improvements - The existing back dike currently spans a length of approximately 11,000 feet and has a crest elevation ranging from about 27 to 29 feet mean lower low water (MLLW). The back dike will be raised to a uniform elevation of 33 feet MLLW. The existing front dike currently spans a length of approximately 6,400 feet and has a crest elevation ranging from about 25 to 27 feet MLLW. The front dike will be raised to a uniform elevation of 31 feet MLLW to gain additional capacity for containment of Savannah Harbor dredged material. Approximately 231,000 cubic yards of borrow material from the adjacent 14B DMCA will be required for the raising of the back dike and approximately 65,000 cubic yards for the front dike. Additional borrow materials from the adjacent 14B DMCA may be needed. Weir modifications for weirs 14A1, 14A2, and 14A3 are anticipated, as well as resetting the abutment on cross-dike weir 14A/B. The borrow material consists of dredge materials from the Savannah River. The dike construction will be performed to the inside of the existing dike crest and slope. Additional project requirements include clearing, grassing, and erosion control provisions.

Update #6 ·

Amendment 3 amends specifications and drawings. Amendment 0002 extends the date bids are due from 17 July 2024 at 12:00 pm to 24 July 2024 at 12:00 pm. Amendment 0001 to include a site visit on 20 June 2024 at 10:00 am. Savannah Harbor Expansion Project (SHEP) 14A Dike Raising and Weir Improvements - The existing back dike currently spans a length of approximately 11,000 feet and has a crest elevation ranging from about 27 to 29 feet mean lower low water (MLLW). The back dike will be raised to a uniform elevation of 33 feet MLLW. The existing front dike currently spans a length of approximately 6,400 feet and has a crest elevation ranging from about 25 to 27 feet MLLW. The front dike will be raised to a uniform elevation of 31 feet MLLW to gain additional capacity for containment of Savannah Harbor dredged material. Approximately 231,000 cubic yards of borrow material from the adjacent 14B DMCA will be required for the raising of the back dike and approximately 65,000 cubic yards for the front dike. Additional borrow materials from the adjacent 14B DMCA may be needed. Weir modifications for weirs 14A1, 14A2, and 14A3 are anticipated, as well as resetting the abutment on cross-dike weir 14A/B. The borrow material consists of dredge materials from the Savannah River. The dike construction will be performed to the inside of the existing dike crest and slope. Additional project requirements include clearing, grassing, and erosion control provisions.

Update #5 ·

Amendment 0002 extends the date bids are due from 17 July 2024 at 12:00 pm to 24 July 2024 at 12:00 pm. Amendment 0001 to include a site visit on 20 June 2024 at 10:00 am. Savannah Harbor Expansion Project (SHEP) 14A Dike Raising and Weir Improvements - The existing back dike currently spans a length of approximately 11,000 feet and has a crest elevation ranging from about 27 to 29 feet mean lower low water (MLLW). The back dike will be raised to a uniform elevation of 33 feet MLLW. The existing front dike currently spans a length of approximately 6,400 feet and has a crest elevation ranging from about 25 to 27 feet MLLW. The front dike will be raised to a uniform elevation of 31 feet MLLW to gain additional capacity for containment of Savannah Harbor dredged material. Approximately 231,000 cubic yards of borrow material from the adjacent 14B DMCA will be required for the raising of the back dike and approximately 65,000 cubic yards for the front dike. Additional borrow materials from the adjacent 14B DMCA may be needed. Weir modifications for weirs 14A1, 14A2, and 14A3 are anticipated, as well as resetting the abutment on cross-dike weir 14A/B. The borrow material consists of dredge materials from the Savannah River. The dike construction will be performed to the inside of the existing dike crest and slope. Additional project requirements include clearing, grassing, and erosion control provisions.

Update #4 ·

Amendment 0001 to include a site visit on 20 June 2024 at 10:00 am. Savannah Harbor Expansion Project (SHEP) 14A Dike Raising and Weir Improvements - The existing back dike currently spans a length of approximately 11,000 feet and has a crest elevation ranging from about 27 to 29 feet mean lower low water (MLLW). The back dike will be raised to a uniform elevation of 33 feet MLLW. The existing front dike currently spans a length of approximately 6,400 feet and has a crest elevation ranging from about 25 to 27 feet MLLW. The front dike will be raised to a uniform elevation of 31 feet MLLW to gain additional capacity for containment of Savannah Harbor dredged material. Approximately 231,000 cubic yards of borrow material from the adjacent 14B DMCA will be required for the raising of the back dike and approximately 65,000 cubic yards for the front dike. Additional borrow materials from the adjacent 14B DMCA may be needed. Weir modifications for weirs 14A1, 14A2, and 14A3 are anticipated, as well as resetting the abutment on cross-dike weir 14A/B. The borrow material consists of dredge materials from the Savannah River. The dike construction will be performed to the inside of the existing dike crest and slope. Additional project requirements include clearing, grassing, and erosion control provisions.

Update #3 ·

Amendment 0001 to include a site visit on 20 June 2024 at 10:00 am. Savannah Harbor Expansion Project (SHEP) 14A Dike Raising and Weir Improvements - The existing back dike currently spans a length of approximately 11,000 feet and has a crest elevation ranging from about 27 to 29 feet mean lower low water (MLLW). The back dike will be raised to a uniform elevation of 33 feet MLLW. The existing front dike currently spans a length of approximately 6,400 feet and has a crest elevation ranging from about 25 to 27 feet MLLW. The front dike will be raised to a uniform elevation of 31 feet MLLW to gain additional capacity for containment of Savannah Harbor dredged material. Approximately 231,000 cubic yards of borrow material from the adjacent 14B DMCA will be required for the raising of the back dike and approximately 65,000 cubic yards for the front dike. Additional borrow materials from the adjacent 14B DMCA may be needed. Weir modifications for weirs 14A1, 14A2, and 14A3 are anticipated, as well as resetting the abutment on cross-dike weir 14A/B. The borrow material consists of dredge materials from the Savannah River. The dike construction will be performed to the inside of the existing dike crest and slope. Additional project requirements include clearing, grassing, and erosion control provisions.

Update #2 ·

NOTE:  A site visit is scheduled for 20 June 2024 at 10:00 am. The address is 99 Grand Prize of America, Savannah, GA 31401. The POCs are Jeremy Miller 912-652-5192 (office)/912-318-8146 (cell) and Samantha Holzinger 912-652-6017 (office)/912-724-0676 (cell).   If you cannot make this one please reach out to these POCs to set up one if needed.  Savannah Harbor Expansion Project (SHEP) 14A Dike Raising and Weir Improvements - The existing back dike currently spans a length of approximately 11,000 feet and has a crest elevation ranging from about 27 to 29 feet mean lower low water (MLLW). The back dike will be raised to a uniform elevation of 33 feet MLLW. The existing front dike currently spans a length of approximately 6,400 feet and has a crest elevation ranging from about 25 to 27 feet MLLW. The front dike will be raised to a uniform elevation of 31 feet MLLW to gain additional capacity for containment of Savannah Harbor dredged material. Approximately 231,000 cubic yards of borrow material from the adjacent 14B DMCA will be required for the raising of the back dike and approximately 65,000 cubic yards for the front dike. Additional borrow materials from the adjacent 14B DMCA may be needed. Weir modifications for weirs 14A1, 14A2, and 14A3 are anticipated, as well as resetting the abutment on cross-dike weir 14A/B. The borrow material consists of dredge materials from the Savannah River. The dike construction will be performed to the inside of the existing dike crest and slope. Additional project requirements include clearing, grassing, and erosion control provisions.

Update #1 ·

Savannah Harbor Expansion Project (SHEP) 14A Dike Raising and Weir Improvements - The existing back dike currently spans a length of approximately 11,000 feet and has a crest elevation ranging from about 27 to 29 feet mean lower low water (MLLW). The back dike will be raised to a uniform elevation of 33 feet MLLW. The existing front dike currently spans a length of approximately 6,400 feet and has a crest elevation ranging from about 25 to 27 feet MLLW. The front dike will be raised to a uniform elevation of 31 feet MLLW to gain additional capacity for containment of Savannah Harbor dredged material. Approximately 231,000 cubic yards of borrow material from the adjacent 14B DMCA will be required for the raising of the back dike and approximately 65,000 cubic yards for the front dike. Additional borrow materials from the adjacent 14B DMCA may be needed. Weir modifications for weirs 14A1, 14A2, and 14A3 are anticipated, as well as resetting the abutment on cross-dike weir 14A/B. The borrow material consists of dredge materials from the Savannah River. The dike construction will be performed to the inside of the existing dike crest and slope. Additional project requirements include clearing, grassing, and erosion control provisions.

Files

Notice history

Notice Type Posted
Savannah Harbor Expansion Project (SHEP) 14A Dike Raising and Weir Improvements Award Award Notice
This notice Latest solicitation Solicitation
Savannah Harbor Expansion (SHEP) 14A Dike Raising and Weir Original Pre-Solicitation

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