McNary Dam Turbine Draft Tube Slot Filler

The US Army Corps of Engineers, Walla Walla District is seeking sources to provide personnel, materials, supplies, equipment, transportation, supervision and other items and services for the following: McNary Turbine Draft Tube Slot Filler. The North American Industry Classification System (NAICS) code for this project is 332312 (Fabricated Structural Metal Manufacturing) and the associated small business size standard is 500 employees. This sources-sought announcement is a tool to identify businesses with the capability to accomplish the work. THIS IS NOT A SOLICITATION. Only those firms who respond to this announcement by submitting the following information will be used in determining whether to set aside this requirement. A list of current or past projects demonstrating technical experience with work of a similar nature to that listed in the Summary Scope of Work. For each project submitted, provide a brief narrative statement of the work involved, your firm's role in the project, performance period, the dollar value and the completion date. Include a statement detailing any special qualifications and certifications, applicable to the scope of this project, held by your firm and/or in-house personnel. A reference list for each of the projects submitted in A) above. Include the name, title, phone number and email address for each reference. Is your firm a Large or Small Business with regards to the NAICS code listed above. Name of your firm with a point of contact, phone number and email address, and physical address. Cage Code and SAM Unique ID number. Submit this information to Alan Inglis, Contract Specialist, via email to: contact@example.gov Summary of Scope of Work: This project will include fabrication and delivery of 12 structural steel turbine draft tube slot fillers. This includes 6 pairs, with each pair containing one north and one south draft tube slot filler. Each draft tube slot filler uses welded A572 grade 50 structural steel plates, A500 grade C Hollow Structural Sections (HSS) steel, concrete (used solely for ballast), and has UHMW components. Each slot filler will be approximately 35 ft wide and 3 ft deep. There are 21 ft tall legs made from rectangular HSS on each end of the slot filler for it to stand on. Each slot filler will weigh approximately 55,000 pounds (25,000 pounds steel, 29,000 pounds concrete, 1,000 pounds UHMW). The steel requires 5-E-Z vinyl paint as the structure will live underwater. One test slot filler set (one north and one south) will be delivered first. The test set will be installed, inspected, and tested by McNary project personal. If any design changes are needed, they will take place at this time. Once the test set is tested and any design changes are completed, the Contractor will be released to fabricate and deliver the remaining 10. 1. The fabricating plant and fabricator is required to be certified under the AISC (American Institute of Steel Construction) Quality Certification Program with one of the following certifications: ABR: Certified Bridge Fabricator - Advance IBR: Certified Bridge Fabricator - Intermediate HYD: Certified Metal Hydraulic Fabricator BU: Certified Building Fabricator The contractor must be certified prior to award of this contract and must remain certified for the duration of this contract. Submit copies of the AISC certificate(s) indicating that the fabrication plant meets the specified structural steelwork category. In addition, the fabricator is required to have completed two projects of similar scope in the past ten years. Submit documentation for experience indicating that the fabrication plant has completed projects of similar scope as identified below. Projects of similar scope consists of having fabricated structures with the following minimum requirements: Weight of 25-Tons or greater. Member thicknesses of 1/2-inch or greater. Length, width, or height of structure of at least 20-ft. Minimum tolerances of +/- 1/8-inch out of parallel over mat least 20-ft. Adequate crane capacity capable of picking and maneuvering the structures within fabrication building. Maneuvering the individual component includes any rotating about any axis of the structure that may be required for fabrication and weld distortion control. 2. The painting contractor must be certified by Association for Materials Protection and Performance (AAMP) with an SSPC QP 3 certification for all surface preparation and coating application. Submit a copy of the applicable certificates/endorsements. The contractor must be certified/endorsed prior to award of this contract and must remain certified/endorsed for the duration of this contract. In addition, the painting contractor is required to have completed two projects of similar scope in the past ten years. Submit documentation for experience indicating that the painting contractor has completed projects of similar scope as identified below. Projects of similar scope consists of having painted steel structures with the following minimum requirements: Application of USACE vinyl paint System No. 5-E-Z Surface preparation of SSPC SP 5. See attached photo for estimate example of dimensions.