SOURCES SOUGHT
Z -- Indian Creek Breakwater Removal - Sources Sought -ICBR
- Notice Date
- 4/14/2016
- Notice Type
- Sources Sought
- NAICS
- 237990
— Other Heavy and Civil Engineering Construction
- Contracting Office
- Department of the Army, U.S. Army Corps of Engineers, USACE District St. Louis, 1222 Spruce Street, Room 4.207, St. Louis, Missouri, 63103-2833, United States
- ZIP Code
- 63103-2833
- Solicitation Number
- W912P916Z0009
- Archive Date
- 5/13/2016
- Point of Contact
- Lisa M. White, Phone: 3143318518
- E-Mail Address
-
lisa.white@usace.army.mil
(lisa.white@usace.army.mil)
- Small Business Set-Aside
- Total Small Business
- Description
- Sources Sought - Scope of Work Mark Twain Lake Indian Creek Breakwater System Removal Sources Sought: Scope of Work and Technical Question Work Statement/Scope of Work: The pending work required herein consists of furnishing all plant, labor, equipment, and materials, and performing all operations necessary for the removal of an 800 ft long floating wave attenuator (breakwater) system near the Indian Creek Marina at Mark Twain Lake. The Marina is located in Monroe City, Missouri. Removal and disposal of the breakwater system must be completed in accordance with all local, state, and federal laws and regulations. The breakwater system consists of two distinct break wall structures installed in 1994. One wall is approximately 476 ft long while the other is 324 ft long, making up the total 800 ft long system. Each wall structure is anchored by 37 underwater concrete anchors attached to the structure with galvanized steel cable. The anchors are adjusted using a total of 42 manually operated mechanical winches. Each structure includes a wave wall that extends approximately 7 ft from the deck platform below the water surface, constructed of individual 1 ft wide wood panels. The deck support members are primarily glu-lam beams with additional wood frame members. The top walking surface of each structure is 10 ft wide and comprised of individual concrete panels. The wave wall is supported by hollow steel tube framing. The floatation for the structure is accomplished using high density Styrofoam encased in polyethylene tubs. There is additional pneumatic tubs which were placed after original construction to help level the structure. The total weight of the structure when originally installed was approximately 16,000 lb/linear ft, for an approximate total weight of 264,000 lb or 132 tons. It is likely that the weight of the structure has increased over time. The work will require removal of all anchorage cables down to the existing underwater concrete anchors, or the lake floor at a minimum. Additionally, some of the existing concrete anchors, which are approximately 12,000 lbs each, may also require removal. The structure is currently near the marina and work may include hauling to a nearby cove for complete disassembly and haul-away. The cove is approximately 1 mile from the existing location of the breakwater, and the breakwater may need to be towed across the lake to this location. A federally-owned boat ramp may be utilized to haul away the breakwater structure for disposal, and a staging area near the boat ramp will be provided by the government for contractor use. Usage and closure of the ramp and staging area may be limited. Coordination with water patrol, project personnel, and others will be required to ensure safety and security of lake operations. Each break wall structure is supplied with 120/240 volt electric power from an elevated transformer by means of armored cables that run along the lake floor. Work will include the removal of the electrical connections at the break wall structures, and may include removal of the entire armored cabling running along the lake floor and the electrical load center, lighting contactor, and disconnects located on the elevated transformer platform. Temporary lighting will be required once the existing electric is disconnected from the structure, to ensure the structure is visible at night until it is completely removed from the lake. Technical Question for Contractors: In addition to listing general experience, specifically include a listing of past projects on which you demonstrated the required capability. 1. Explain your capability to work with marine based structures such as breakwater structures. 2. Please identify what type of firm your business is. For example, is it a Small Business, Small Disadvantaged Business, 8a, Service Disadvantaged Veteran Owned Small Business, Womens Business Enterprise, or HUB Zone? 3. What type of acquisition would you consider this to be? For example, Construction, Commercial Service, etc.? Responses to this RFI must be submitted to the POC listed below via e-mail no later than 1600 (4:00 p.m.) CT, April 28, 2016. POC: Lisa M. White Contract Specialist US Army Corps of Engineers St. Louis District/CEMVS-CT-X Office: (314) 331-8518 Fax: (314) 331-8746 Email: lisa.white@usace.army.mil
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/notices/022b4c427597abd2c7e4940f354cf438)
- Place of Performance
- Address: Mark Twain Lake - US Army Corps Of Engineers, Mark Twain Lake Project Office, Mark Twain Lake, Monroe City MO, Monroe City, Missouri, 63456, United States
- Zip Code: 63456
- Zip Code: 63456
- Record
- SN04083992-W 20160416/160414234344-022b4c427597abd2c7e4940f354cf438 (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
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