Inactive Total Small Business Set-Aside (FAR 19.5)

Posting of Abstract of Bidders, Bid Opening Attendees List and update to Contracting Officer 9-14-2023. Amendment 0001 dated 8-31-2023 : The IFB Due Date has been extended to Tuesday 12 September 2023... Posting of Abstract of Bidders, Bid Opening Attendees List and update to Contracting Officer 9-14-2023. Amendment 0001 dated 8-31-2023 : The IFB Due Date has been extended to Tuesday 12 September 2023 at 10:00 AM. EDT and the Bid opening time has been amended to 12 September 2023 2:30 PM EDT. This project scope of work involves a design to repair designated areas that are eroded along approximately 1,850 linear feet of bank revetment and 2 stone flow diversion structures extending an additional 400 linear feet on the Georgia side of the Savannah River near the tail race of the Richard B. Russell Dam. The stone revetment will be constructed to tie into the existing up-river and down-river portions of the revetment. Repairs will include the placement of stone over the original footprint of the revetment and diversion structures and grouting of the void underneath the stairs of the diversion structure furthest downstream of the dam. The repaired revetment and diversion structures will consist of armor stone. The diversion structures and bank line revetment will be built to existing sidewalk crest elevations with 2:1 side slopes, in accordance with the original design. The current estimated quantity of rock is 6125 TN. It is anticipated that work will be completed from the water on a barge. Boat ramps are available for use. Upon completion of use of the staging area, all pavement that has been disturbed during the staging process shall be resurfaced. The contractor will verify site accessibility for selected equipment. Vessel traffic in the vicinity of the site is expected to be minimal and limited to occasional recreational boaters. The contractor will be responsible for furnishing, stockpiling, and placement of all rock. The rock will be carefully placed within the template using approved equipment in a manner to produce a well-graded mass of rock and to minimize impacts to fish and wildlife. Additional project requirements include erosion control provisions, earthwork incidental to rock placement, and avoidance of disturbing existing utilities. See Solicitation Documents for further details. Information found on https://www.usace.army.mil/Business-With-Us/Partnering/ is provided to comply with FAR 36.211 (b).

Inactive Total Small Business Set-Aside (FAR 19.5)

FY23 Richard B. Russell Tail Race Riprap Revetment Repair W912HN23B5005 NAICS: 237990 Size Standard: $45 M This synopsis is for the FY23 Richard B. Russell Tail Race Riprap Revetment Repair. This acqu... FY23 Richard B. Russell Tail Race Riprap Revetment Repair W912HN23B5005 NAICS: 237990 Size Standard: $45 M This synopsis is for the FY23 Richard B. Russell Tail Race Riprap Revetment Repair. This acquisition is being offered as a 100% Small Business Set Aside and will result in a Firm Fixed Price Contract Award. The magnitude of this requirement per FAR 36.204 is between $1,000,000.00 and $5,000,000.00 Project Location: The work is located in Elbert County, Georgia. Project Description: This project scope of work involves a design to repair designated areas that are eroded along approximately 1,850 linear feet of bank revetment and 2 stone flow diversion structures extending an additional 400 linear feet on the Georgia side of the Savannah River near the tail race of the Richard B. Russell Dam. The stone revetment will be constructed to tie into the existing up-river and down-river portions of the revetment. Repairs will include the placement of stone over the original footprint of the revetment and diversion structures, and grouting of the void underneath the stairs of the diversion structure furthest downstream of the dam. The repaired revetment and diversion structures will consist of armor stone. The diversion structures and bank line revetment will be built to existing sidewalk crest elevations with 2:1 side slopes, in accordance with the original design. The current estimated quantity of rock is 6125 TN. It is anticipated that work will be completed from the water on a barge. Boat ramps are available for use. Upon completion of use of the staging area, all pavement that has been disturbed during the staging process shall be resurfaced. The contractor will verify site accessibility for selected equipment. Vessel traffic in the vicinity of the site is expected to be minimal and limited to occasional recreational boaters. The contractor will be responsible for furnishing, stockpiling, and placement of all rock. The rock will be carefully placed within the template using approved equipment in a manner to produce a well-graded mass of rock and to minimize impacts to fish and wildlife. Additional project requirements include erosion control provisions, earthwork incidental to rock placement, and avoidance of disturbing existing utilities. The estimated construction duration for this project is 182 calendar days after issuance of the Notice to Proceed. Evaluation Criteria: The contract will be solicited and procured using Sealed Bidding Procedures under FAR Part 14. NOTE: This solicitation will be issued in electronic format only and is anticipated to be available on or about August 7, 2023. Please note that only authorized transmission method for proposals in response to this solicitation is electronic via the PROCUREMENT INTEGRATED ENTERPRISE ENVIRONMENT (PIEE), no other transmission methods (email, facsimile, regular mail, handcarried, etc) will be accepted. The Offeror’s Bid must be received by the Government by the date/time specified in the solicitation. Offerors shall submit their proposal using the following link: https://piee.eb.mil/. The bid opening date will be specified in the solicitation when issued. No additional media (CDROM, floppy disks, faxes, etc.) will be provided. Any prospective Offeror must register in the System for Award Management (SAM) at https://www.sam.gov. After completing SAM registration, interested Contractors and their subcontractors must then follow the instructions listed in the solicitation documents to obtain access to the plans and specifications for this solicitation. Contractors that have an existing account should be able to use their existing logins to search for the solicitation number once it is released at https://www.sam.gov. It is the Offeror’s responsibility to check the Internet address provided in the solicitation as necessary for any amendments that may be posted to this solicitation. Paper copies of this solicitation will not be available. Other methods of requesting a package will not be honored. Please refer to https://pieetraining.eb.mil/wbt/xhtml/wbt/portal/overview/vendorRegister.xhtml for instruction posted at the PIEE website for vendor user registration. Please refer to https://pieetraining.eb.mil/wbt/xhtml/wbt/sol/solicitation/proposals.xhtml for all instructions and training posted at the PIEE website to include posting an offer and proposal manager functions, roles, and capabilities. Please refer to https://dodprocurementtoolbox.com/sitepages/solicitation-module for additional instructions to include frequently asked questions and vendor access instructions. Contractual Questions should be forwarded to Contract Specialist, Arcia Fusi at Arcia.E.Fusi@usace.army.mil or to the attention of Contracting Officer, Jennifer Ford at Jennifer.M.Ford@usace.army.mil. The contracting office address is 100 West Oglethorpe Avenue, Savannah Georgia, 31401.