MODIFICATION
Y -- Herbert Hoover Dike Industry Day
- Notice Date
- 3/9/2017
- Notice Type
- Modification/Amendment
- NAICS
- 237990
— Other Heavy and Civil Engineering Construction
- Contracting Office
- Department of the Army, U.S. Army Corps of Engineers, USACE District, Jacksonville, P.O. Box 4970, Jacksonville, Florida, 32232-0019, United States
- ZIP Code
- 32232-0019
- Solicitation Number
- W912EP-17-HHD-INDUSTRYDAY
- Archive Date
- 4/12/2017
- Point of Contact
- John Vohlken, Phone: 9042321884
- E-Mail Address
-
john.d.vohlken@usace.army.mil
(john.d.vohlken@usace.army.mil)
- Small Business Set-Aside
- N/A
- Description
- THIS IS AN ANNOUNCEMENT FOR AN UPCOMING INDUSTRY DAY ONLY. The Jacksonville District Corps of Engineers will hold an Industry Day starting at 9:00 AM on March 28th 2017 at the Embassy Suites in Palm Beach Gardens, 4350 PGA Boulevard, Palm Beach Gardens, Florida 33410. We will make a short presentation describing the Herbert Hoover Dike Project as a whole as well as specific upcoming projects and technical requirements. Additionally, a matchmaking event will be held to facilitate opportunities for prime contractors and potential sub-contractors to discuss capabilities and sub-contracting opportunities. Seating is limited and parties will be required to register. To register: HHD Industry Day Event link: https://www.eventbrite.com/e/hhd-industry-day-tickets-32583588390 Matchmaking event link: https://www.eventbrite.com/e/matchmaking-for-hhd-industry-day-cutoff-wall-and-culverts-tickets-32583725801 Note: Contractors will need to register for each event. Project Description: Herbert Hoover Dike Reach 1 Cutoff Wall Extension (Draft Information) The project includes constructing 6.5 miles of cutoff walls in Reach 3 (Segments 1, 2, and 3) of the Herbert Hoover Dike embankment from South Bay to Lake Harbor. Work is divided into phases as follows: Phase 1 - The limits of construction are from Station 2569+00 to Station 2576+00. Cutoff wall construction is from Station 2570+00 to Station 2575+00 (Demonstration Section, approximately 500 feet in length); Phase 2 - The limits of construction are from Station 2574+00 to Station 2698+00 and Station 2723+00 to Station 2908+00. Cutoff wall construction is from Station 2575+00 to Station 2697+00 and Station 2724+00 to Station 2907+00; Phase 3 - The limits of construction are from Station 2696+00 to Station 2725+00. Cutoff wall construction is from Station 2697+00 to Station 2724+00. Project features include construction of a temporary earthen work platform, installation of a partial penetrating cutoff wall, performance testing requirements, and site restoration. The draft period of performance for this procurement is a total of 1,398 calendar days from notice to proceed. The follow is a breakdown of the draft period of performance for each phase: Phase 1 - 217 Calendar Days Phase 2 - 930 Calendar Days Phase 3 - 121 Calendar Days Phase 4 - 130 Calendar Days Total - 1,398 Calendar Days from Notice to Proceed KI-1 and KI-2 (Draft Information) The work includes in-place abandonment and removal of the existing Herbert Hoover Dike Culverts KI-1 and KI-2, respectively, and the construction of new water control structures S-266 and S-265 at the respective adjacent or existing locations. The structures will include cast-in-place reinforced concrete foundations, headwalls, and box culverts. Combination flap/slide gates will be installed at the lakeside headwall of each structure and dual leaf gates on the landside headwall of S-266. S-266 will be constructed adjacent to (north of) the existing KI-1 structure, and will only require installation of an earthen cofferdam on the lakeside in order to dewater the construction site. The existing canal at KI-1 will be back filled and the structure will be abandoned in place upon completion of S-266. S-266 will consist of two (2) 7-foot by 7-foot culverts with approximate barrel lengths of 100 feet. Demolition/reconstruction efforts for S-265 will require installation of earthen cofferdams on both lakeside and landside in order to dewater the demolition/construction site. S-265 will consist of one (1) 6-foot by 6-foot culvert with approximate barrel length of 100 feet. At the completion of the embankment reconstruction at each structure, the crest elevation shall be as shown on the drawings. A control building will be installed on the lakeside work platform at each structure. Work also includes operation of the by-pass structure (at KI-1), operation of by-pass pumping (at S-265), grassing and turbidity monitoring. The draft period of performance for this procurement is a total of over 1,400 calendar days from notice to proceed. Over the next three years, the Jacksonville District anticipates future culvert work with a value of over $50,000,000. The Jacksonville District anticipates future cutoff wall work of over 26 miles of cutoff wall construction with a value of over $250,000,000 to begin in 2019.
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/spg/USA/COE/DACA17/W912EP-17-HHD-INDUSTRYDAY/listing.html)
- Place of Performance
- Address: 4350 PGA Boulevard, Palm Beach Gardens, Florida, 33410, United States
- Zip Code: 33410
- Zip Code: 33410
- Record
- SN04429387-W 20170311/170309234355-1d5f5d3d71cfea6ca02cd1a69851e7e8 (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
(may not be valid after Archive Date)
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