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This is a service / maintenance or supply contract in Nashville, Tennessee. Contact the soliciting agency for additional information.

Award Details Contract Award Date: Mar 06, 2023 Contract Award Number: W912P523D0010 Task/Delivery Order Number: Contractor Awarded Unique Entity ID: WXBKMQ8RLLB5 Contractor Awarded Name: UNDERWATER MECHANIX SERVICES LLC Contractor Awarded Address: Jacksonville, FL 32218-3922 USA Base and All Options Value (Total Contract Value): $24,000,000.00 The U.S. Army Corps of Engineers, Nashville District is seekign up to four small business in this competition for construction projects w ithin the boundaries of the Nashville District. The NAICS for the prototype project is 237990 (Other Heavy and Civil Engineering Construction), w hich has a size standard of $39.5M. This acquisition is set aside for 100% small business firms. The Government is using a tw o-phase procurement approach for D/B/B or D/B. Aw ard w ill be in accordance w ith the evaluation criteria contained w ithin Section 00 22 16 of this Request for Proposal (RFP), and based upon a sample project scope of w ork provided in Phase II. The magnitude of the sample project is betw een $1 million and $5 million. The magnitude of the projects to be offered as task orders under the resulting contracts w ill vary. The total combined capacity of all contracts to be aw arded from this solicitation is $24 million. Note: Complete information in Block 11 w ill be provided on a Task Order basis. Scope of Work Approximately 1,500 linear feet of streambank is to be armored along the right descending bank of the channel. The purpose of this armoring is to provide a cost-effective means to prevent the failure of the adjacent roadway, utilities and buildings due to ongoing erosion. The preferred solution is to riprap the bank. Armoring should typically be placed between Elevations 370' - 380' (top) and Elevation 350' (bottom), keying in the riprap at the toe. However, where the existing bank slope is over-steepened, the riprap should not be keyed in at the bottom but extended all the way down to Elevation 320' - 330' (or bedrock outcrops where present). Riprap layer thickness is to be at least 2', and the top stone size is 16". Well graded riprap should not be placed steeper than 2H:1V and should include geotextile drainage layer between the armoring and the loose alluvial soils on the existing surface. Additional consideration is necessary to ensure near the top of the slope that geotextile is implemented such that runoff is not able to erode a path behind the geosynthetic causing a loss of contact between the filter and the armoring. The geotextile should be terminated at Elevation 350' due to constraints with the river elevation. Work will also include clearing and grubbing of existing trees and debris. Bare areas above the riprap are to be seeded. *Note: A bid schedule for the sample project will be provided in the Phase II amendment after contractors have been selected for further participation from Phase I. *Note: Aerial maps, plans, survey data will be provided for sample project within Phase II amendment. TO EVALUATION CRITERIA TASK ORDER (TO) EVALUATION CRITERIA: Prototype Project: The prototype, or sample, project for the MATOC solicitation will NOT be awarded as a task order under the basic contract. Its sole use is to provide a means to evaluate an offeror's proposal for sourceselection purposes. Future Projects: When work under this MATOC arises, a Request for TO Proposal (RFTOP) letter will be issued to all participants in the MATOC pool that have maintained satisfactory performance. The RFP will specify construction performance requirements, the schedule for a site visit, and requirements for proposal submission. The RFP will include such documents as technical specifications, drawings, data, attachments, DOL Wage Determinations, and a statement of work. Task orders will be competed among the MATOC pool or negotiated on a sole source basis. The circumstances justifying a sole source procurement are described below. Competed task orders will be awarded based on the lowest, responsive price received. Whenever possible, task order awards will be made without discussions. If it is determined that discussions are necessary, the Contractor(s) may be required to revise and resubmit their proposals. Task orders will be firm fixed-price with a performance period specified therein. Task orders will be awarded by a federally appointed Contracting Officer (CO) and administered by a federally appointed Administrative Contracting Officer (ACO). Sole Source Task Orders: All MATOC contractors will be given a fair opportunity to submit a proposal on projects unless the Contracting Officer determines that a sole source procurement is in the best interest of the Government. Sole source procurements will be negotiated as necessary to arrive at a fair and reasonable price. Some conditions resulting in a sole source procurement are as follows: o Solicitation is competed and all proposals are above the awardable range. o An urgent need exists and seeking competition would result in unacceptable delay.

Award

Water / Sewer

$24,000,000.00

Public - Federal

Service, Maintenance and Supply

Plans and Specifications are not available for this project. If that changes, they will be made available here.

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