Grand Haven North Pier Wave Attenuator
Closed Solicitation Posted
This opportunity was awarded. See the award notice from .
- Solicitation number
- W911XK25BA028
- Agency
- ENDIST Detroit 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
- 49456
- Points of contact
-
- Michelle Barr michelle.barr@usace.army.mil (313) 226-2767
- Noah Bruck noah.r.bruck@usace.army.mil (313) 226-2657
Notice details come from SAM.gov. Updated .
About this opportunity
The U.S. Army Corps of Engineers, Detroit District, is procuring marine construction services for the Grand Haven North Pier Wave Attenuator project through an Invitation for Bid (IFB). The project involves demolishing and removing approximately 224-324 feet of the existing north pier's steel sheet pile and timber cribbing structure, then replacing it with a stone revetment wave attenuator and an H-pile supported concrete walkway positioned 16 feet north of the existing structure. The scope includes constructing rectangular cellular structures made of steel sheet pile, walers, and tie-rods to connect the new walkway with existing walkways, with optional handrails along the walkway. Amendment 0001 has been issued to revise bid schedules, update wage determinations, modify multiple plan sheets and specifications, and provide pre-bid meeting minutes from August 4, 2025. The bid opening date was August 20, 2025, making this opportunity now closed for new submissions.
This procurement is designated as a 100% small business set-aside under NAICS code 237990 (Other Heavy and Civil Engineering Construction). Two contractors submitted bids: Great Lakes Dock and Materials, LLC with a total proposal of $10,486,075.50 and Rean Salvage Co. with a bid of $12,183,000.00. The project includes base mobilization, demolition work, end cap enclosures, re-routed walkways, and stone placement activities involving underlayer and armor stone quantities ranging from 900 to 4,300 tons depending on the bid option selected. The work will be performed in Norton Shores, Michigan, and each bidder was required to provide 20% bid security. The substantial difference in bid amounts suggests varying approaches to the complex marine construction requirements or different interpretations of the scope and quantities involved.
Notice text
3 versions
Update #3 · Latest ·
***Posting of the Bid Abstract.*** ***Amendment 0001 is being issued to to revise the Bid Schedule, update Wage Determination MI20250070, revise Plan Sheets C-101, C-102, SD-101, SD-102, S-101, S-102, S-301, S-302, S-304, S-501 and S-502, revise Specification Sections 01 35 25, 03 41 00, 31 62 16.13 and 35 31 19 and provide meeting minutes from the pre-bid meeting conducted on August 4, 2025. All other terms and conditions remain unchanged. Reference the following pages for further details.***This Invitation for Bid (IFB) is being solicited as a 100% small business set-aside. Marine construction will involve demolition and removal of approximately 224-324 ft of Section B of the existing north pier SSP and timber cribbing structure and replacement with a stone revetment which will act as a wave attenuator. Handrails may be installed along walkway as an option. An H-pile supported concrete walkway will be integrated into a rubble mound wave attenuator 16 feet north of the existing pier structure to connect the adjacent portions of the pier that will remain in-tact. The new walkway will be offset away from the channel to ensure that the new stone revetment will not protrude into the channel. To connect the new walkway with the existing walkways at either end there will be rectangular cellular structures, perpendicular to the primary walkway, constructed of steel sheet pile, walers, and tie-rods.
Update #2 ·
***Amendment 0001 is being issued to to revise the Bid Schedule, update Wage Determination MI20250070, revise Plan Sheets C-101, C-102, SD-101, SD-102, S-101, S-102, S-301, S-302, S-304, S-501 and S-502, revise Specification Sections 01 35 25, 03 41 00, 31 62 16.13 and 35 31 19 and provide meeting minutes from the pre-bid meeting conducted on August 4, 2025. All other terms and conditions remain unchanged. Reference the following pages for further details.***This Invitation for Bid (IFB) is being solicited as a 100% small business set-aside. Marine construction will involve demolition and removal of approximately 224-324 ft of Section B of the existing north pier SSP and timber cribbing structure and replacement with a stone revetment which will act as a wave attenuator. Handrails may be installed along walkway as an option. An H-pile supported concrete walkway will be integrated into a rubble mound wave attenuator 16 feet north of the existing pier structure to connect the adjacent portions of the pier that will remain in-tact. The new walkway will be offset away from the channel to ensure that the new stone revetment will not protrude into the channel. To connect the new walkway with the existing walkways at either end there will be rectangular cellular structures, perpendicular to the primary walkway, constructed of steel sheet pile, walers, and tie-rods.
Update #1 ·
This Invitation for Bid (IFB) is being solicited as a 100% small business set-aside. Marine construction will involve demolition and removal of approximately 224-324 ft of Section B of the existing north pier SSP and timber cribbing structure and replacement with a stone revetment which will act as a wave attenuator. Handrails may be installed along walkway as an option. An H-pile supported concrete walkway will be integrated into a rubble mound wave attenuator 16 feet north of the existing pier structure to connect the adjacent portions of the pier that will remain in-tact. The new walkway will be offset away from the channel to ensure that the new stone revetment will not protrude into the channel. To connect the new walkway with the existing walkways at either end there will be rectangular cellular structures, perpendicular to the primary walkway, constructed of steel sheet pile, walers, and tie-rods.
Attachments
| File | Type | Posted |
|---|---|---|
| Abstract of Offers - Construction - W911XK25BA028 - Grand Haven North Pier Wave Attenuator.pdf |
Notice history
| Notice | Type | Posted |
|---|---|---|
| Grand Haven North Pier Wave Attenuator | Award Notice | |
| Grand Haven North Pier Wave Attenuator | Solicitation |
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