U. S. Army Corps of Engineers, 600 Dr. Martin Luther King Jr. Place, Room 821, Louisville, Kentucky 40202-2230

C -- TWO INDEF. DEL. CONTRACTS FOR A-E SERVICES FOR STRUCTURAL ENGRG. REVIEW & ANALYSIS OF DYNAMIC DESIGN OF MAJOR NAVIGATION STRUCTURES WITHIN THE LOUISVILLE DISTRICT BOUNDARIES OF IL, IN, KY AND OH POC Contact Mrs. Robin Woodruff, (502) 582-5598 1. CONTRACT INFORMATION: The proposed services will be obtained by a negotiated Firm Fixed Price Contract. The maximum amount of the contract shall not exceed $750,000.00, and no individual contract shall exceed $150,000.00. The contract period is one year from date of award, with an option for one additional year with an additional ceiling amount of $750,000.00. Before award of this contract, the firm (if not a small business concern) shall be required to present an acceptable Small Business and Small Disadvantaged Business Subcontracting Plan in accordance with Public Law 95-507. To meet the current subcontracting goals, 69% of the total subcontracted dollars must go to small business firms, 6.3% must go to small disadvantaged business firms, and 2.9% must go to woman-owned firms. The plan is not required with this submittal. 2. PROJECT INFORMATION: Expected project activities would involve the review and technical analysis of design parameters and computations of the dynamic forces affecting massive concrete hydraulic structures founded on soil or piles and the analysis of hydraulic gates systems due to flow induced vibrations. Model to prototype correlation, site visits, and preparation of activity reports/supporting documents may also be required. Primary effort will pertain to the Olmsted Locks and Dam now under design and construction in the Ohio River between Kentucky and Illinois. However, delivery orders could be issued for work at other locations within the Louisville District boundaries. 3. SELECTION CRITERIA: See Note 24 for general selection process information. The selection criteria in descending order of importance (first by major criterion and then by each sub-criterion) are listed below. Criteria a-d are primary and e-h are secondary: a. Qualified registered professional engineers (designers and checkers) with expertise pertaining to the above project information data. Firms should provide resumes in the SF 255 for the team designers and checkers. b. Specialized experience, including documented experience (i.e., Engineering Awards and/or published work, etc.), and technical competence in earthquake design and analysis of massive concrete hydraulic structures (locks, dam, approach walls, stilling basins, etc.) founded on soil and/or pile foundations; seismic analysis of soil-pile-fluid- structure interaction along with knowledge and experience of earthquake ground motion and the application to the design of hydraulic structures, knowledge and experience relating to vibration (including flow induced vibrations) measurements and analysis of model test results and prototype predictiveness relating to large water control structural steel gates; and knowledge of finite element correlation and familiarity with dynamic analysis applications of soil structure interaction using programs such as SASSI, FLUSH, etc. c. Capacity to complete the work in the required time. d. Past performance on DOD and other contracts with respect to cost control, quality of work, and compliance with performance schedules. e. Geographical location and knowledge of the locality of the project. f. Volume of DOD contract awards in the last 12 months as described in Note 24. g. Superior performance evaluations on recently completed DOD contracts. h. Extent of participation of SB, SDB, historically black collages and universities, and minority institutions in the proposed contact team, measured as a percentage of the estimated effort. 4. SUBMITTAL REQUIREMENTS: a. See Note 24 for general submission requirements. Firms which are interested and meet the requirements described in this announcement are invited to submit one completed SF 255 (Revision 11-92), U.S. Government A/E and Related Services for Specific Projects to the office shown above. SF 255 (Revision 10-83) is obsolete and only the 11-92 edition of SF 255 will be accepted. All responses on SF 255 to this announcement must be received no later than 4:30 pm Local Time on the 30th calendar day after the date of this publication to be considered for selection. The day following this CBD announcement counts as day number 1. If the 30th day falls on Saturday, Sunday or a U. S. Gov't. holiday, the deadline is the close of business on the next Gov't. business day. b. It is requested that interested firms list the fee amount and date of all DOD contracts awarded during the last 12 months to the firm and all subsidiaries in Block 9 of the SF 255. c. Responding firms must submit a current and accurate SF 254 for each proposed consultant. Additionally, all responding firms which do not have a current (within the past 12 months) SF 254 on file with the North Pacific Division, Corps of Engineers, must also furnish a completed SF 254. If a SF 254 is included, only the 11-92 edition of the form will be accepted. The business size status (large, small and/or minority) should be indicated in Block 3 of the SF 255. Definition: A concern is small if the annual receipts averaged over the past 3 fiscal years do not exceed $2.5 million. d. No other information including pamphlets or booklets is requested or required. e. No other general notification to firms under consideration for this project will be made and no further action is required. Solicitation packages are not provided for A/E contracts. This is not a request for proposals. (0151)

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