Inactive Total Small Business Set-Aside (FAR 19.5)

The U.S. Army Corps of Engineers, Wilmington District requires a contract to: Please note: The synopsis was originally posted under solicitation number W912PM21B0032. Clean and repaint girders and sup... The U.S. Army Corps of Engineers, Wilmington District requires a contract to: Please note: The synopsis was originally posted under solicitation number W912PM21B0032. Clean and repaint girders and support members on bridge steel superstructure as required by the contract drawings and specifications. John H Kerr spillway bridge has 22 spans. Each span is over one of the dam’s 22 tainter gates. Each of the 22 spans has two main girders. Work will consist of cleaning existing steel girder surfaces by blasting (SSPC SP 5) or other approved method as needed (SSPC SP 3). The existing paint is a lead-based paint. Repaint with the epoxy paint system specified in the contract (21-AZ). Work will require under bridge work access platform and containment system. Contractor must have certification from the Society for Protective Coatings (SSPC) QP-1 and QP-2 with experience in lead abatement. Approach Roadway Resurfacing. The approach roadway surface is a concrete surface on the top of the concrete dam’s non-overflow monoliths. There are eight non-overflow monoliths to the west of the spillway bridge and eleven non-overflow monoliths to the east of the spillway bridge. seven monoliths that have head gates. Each monolith is 50-feet in length along the centerline of the dam. The width of the roadway surface from curb to curb is 24-feet. The top six inches of the approach roadway surface of 19 non-overflow monoliths will be excavated and disposed of offsite. Excavation of the roadway surface will be accomplished by an approved method such as saw cutting. Rams attached to excavators will not be allowed due to the roadway surface being on top of a mass concrete dam. New concrete and reinforcing will replace the excavated concrete as required by the contract drawings and specifications. This solicitation is a 100% Small Business set-aside. The contract issued will be Firm Fixed Price. The Magnitude of Construction of this project is between $1,00,000.00 and $5,000,000.00. This solicitation will be issued in electronic format only and will be available on or about 28 July 2022. The bid opening date will be specified in the solicitation when it is issued. No additional media (CD-ROM, floppy disks, facsimiles, etc.) will be provided. Paper copies of this solicitation will not be available. Other methods of requesting a package will not be honored. The North American Industry Classification System (NAICS) code is 237310 – Highway, Street, and Roadway Construcution, and the size standard is $39,500,000.00. Bidders must be registered in the System for Award Management (SAM) in order to be eligible to receive an award from any Government solicitation. Call 1-866-606-8220 for more information or visit the SAM website at http://www.sam.gov. THE GOVERNMENT’S SAM WEBSITE DOES NOT CHARGE A FEE FOR REGISTRATION. IF YOU ARE REQUESTED TO PAY A FEE, YOU ARE NOT ACCESSING THE CORRECT WEBSITE, AND SHOULD LEAVE IT AND GO TO HTTP://WWW.SAM.GOV. After completing SAM registration, in order to download documents, contractors and their subcontractors must register at http://www.SAM.gov. In order to locate the solicitation, Contractors can go to the SAM.gov website at http://www.SAM.gov and search for the solicitation number. Contractors can register to be put on a plan holders list that others can access through the SAM.gov site. It is the Bidder’s responsibility to check the Internet address provided as necessary for any posted changes to this solicitation and all amendments. For additional information or assistance, please contact Troy D. Small, Contract Specialist, troy.d.small@usace.army.mil or Rosalind M. Shoemaker, Contracting Officer, rosalind.m.shoemaker@usace.army.mil.

Inactive

SOURCES SOUGHT NOTICE FOR REFURBISHING BRIDGE AND APPROACH ROADWAY JOHN H KERR DAM MECKLENBURG COUNTY, VIRGINIA This is a Sources Sought/Request for Information only. This is NOT a Solicitation Announ... SOURCES SOUGHT NOTICE FOR REFURBISHING BRIDGE AND APPROACH ROADWAY JOHN H KERR DAM MECKLENBURG COUNTY, VIRGINIA This is a Sources Sought/Request for Information only. This is NOT a Solicitation Announcement, nor is it a Request for Proposal. This request does not obligate the Government in any contract award. The U.S. Army Corps of Engineers, Wilmington District, is conducting research to determine the market capabilities of potential contractors. 1. Clean and repaint girders and support members on bridge superstructure. Clean existing steel girder surfaces by sand blasting or other approved method and repaint with the paint system specified in the contract. The John H Kerr spillway bridge has 22 spans. Each span is over one of the dam’s 22 tainter gates. Each of the 22 spans has two main girders, five floor beams, two hatch beams, and floor beam diaphragms. 2. Resurface bridge approach roadway over head-gate machinery room (load rated for traffic). Core drill new storm water drains thru deck and curbing. Core drill 3-inch diameter holes through the existing deck and curbing to aid in the drainage of storm water. Roadway work will also include installation of deck joint material on the 22 spans of the spillway bridge. There are seven monoliths that have head gates. Currently storm water sits over the hatches for the head gates, which causes water to sit in the hatch framing and drip on the head gate machinery. Core drilling storm drain holes will aid in removal of storm water, which will result in reduced corrosion of the hatches and head gate machinery. Storm water also collects along the curbing and on the deck joints of the 22 tainter gate bridge spans. This condition causes water to drip on each end of the girders. Core drilling storm drain holes will aid in removal of storm water, which will result in reduced corrosion of the steel superstructure mainly the girders. The magnitude of construction for this project will be between $1,000,000.00 and $5,00,000.00. All interested firms with 237310 as an approved NAICs code have until 16 May 2022 at 1600 EST to submit the following information: EDIT: 1. Capability Statements should include information and details of a minimum of two (2) projects with similar scope of work and magnitude of construction within the past six (6) years. 2. Provide proof of certification for Society for Protective Coatings (SSPC) QP 1 and QP 2 with experience in lead abatement. 3. Provide one (1) or multiple projects successfully demonstrating experience with: a. Multi coat paint systems for bridges. b. Platforms at height such as SafeSpan or Swing-Lo systems. - Name & Address of your Firm - Point of Contact (Name/Phone/E-mail) - Current SAM or DUNS Number and CAGE Code - Business Size, to include designation as HUBZone, 8(a), Service Disabled Veteran Owned Small Business, Small Disadvantaged Business, Woman-Owned Business, and Large Business. Any supporting documentation that confirms your socio-economic status should be provided, i.e., letter of certification from VA confirming SDVOSB status. The Government must be able to verify SBA certification of HubZone and 8(a) via SAM. - Bonding capability - both single and aggregate capacity contracts, as evidenced by submission of Surety Company Letter stating bonding capacity. - Firm's capability to perform, to include geographic span and project size. - Information on Teaming Arrangement (if applicable). Although we are not looking for formal signed agreements at this time, if you intend to "team" with another firm, formally or informally, you must submit information, not more, than one (1) page, about your team's involvement. More specifically, you must submit sufficient information for the Government to determine the roles each team member will play and what your socio-economic status is or will be considering the proposed arrangement. Therefore, included in your one (1) page if you are a Small Business and you intend to mentor/protégé and/or JV with a large business both team members must sign agreeing that 40% of the labor will be performed by the 8(a) firm. Additionally, if the team is a mentor/protégé arrangement, identify the areas that will be mentored. Any supporting documentation that confirms your socio-economic status as a team should be provided. The Government may not give credit to your socio-economic class if there is not sufficient documentation to support it or if the Government cannot verify through other means that your business is as such. MARKET SUREY: The Government is considering using Definitive Responsibility Criteria (DRC) in this solicitation. In order to be considered, interested firms are requested to provide information that shows previous experience as outlined below on at least three (3) projects in the last five (5) years. *PREVIOUS EXPERIENCE: To demonstrate previous experience contractors must submit at least three (3) projects exhibiting the types of work identified in a, b, and c below. Projects submitted must have been completed within the last five (5) years or are over 75% physically complete by the solicitation due date. Previous experience can be either as a contractor or subcontractor. Each project does not require all work identified in a, b, and c, although previous project experience in all three types of work is required for a minimum of two projects for each type of work. (a) Lead based paint abatement from steel structures to include collection and disposal of lead-based paint waste. (b) Painting or repairs to bridges that include traffic control. (c) Construction work surfaces or scaffolding under bridges that are over water and at elevated heights. Additionally, if you were teaming with another firm, clearly identify your role on the project(s) submitted. Please provide at least one point of contact (with e-mail address and phone number) for project validation. The Government will not give credit to projects if the lack of information hinders the ability to determine relevancy and/or level or experience. The requested information shall be submitted electronically to: U.S. Army Corps of Engineers Attn: Troy Small and Ros Shoemaker E-mail: Troy.d.small@usace.army.mil and Rosalind.m.shoemaker@usace.army.mil The email should be titled: W912PM22B0032, JHK Refurbishing Bridge and Approach Roadway, Sources Sought Do not send hard copies of advertising or promotional materials. Please ensure that all responses are comprehensive and provide a name and point-of-contact for your firm for follow-up by this office or the procuring contracting officer. If you have responded to any previous e-mail messages or had other communications with our office regarding preliminary market research for this project, please be advised that it will be necessary for you to respond to this e-mail and the questions contained therein. Any responses involving teaming agreements should delineate between the work that will be accomplished by the Prime Contractor and work accomplished by the teaming partner All information is to be provided on a voluntary basis at no charge to the Government. There is no entitlement to payment of direct or indirect costs related to or arising out of responding to this request for information. All information provided becomes property of the Government. There is no guarantee, expressed or implied, that the market research for this acquisition will result in any guarantee of award or acquisition strategy.