MODIFICATION
Y -- Rio Puerto Nuevo Project, Puerto Rico: Contract 2D Walls - Solicitation 1
- Notice Date
- 8/9/2016
- 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-16-R-0023
- Archive Date
- 9/23/2016
- Point of Contact
- Timothy A. Donnellan, Phone: 9042323055, Ilene J. Crapps, Phone: 9042321064
- E-Mail Address
-
timothy.a.donnellan@usace.army.mil, Ilene.J.Crapps@usace.army.mil
(timothy.a.donnellan@usace.army.mil, Ilene.J.Crapps@usace.army.mil)
- Small Business Set-Aside
- N/A
- Description
- Section 00 31 32 Rio Puerto Nuevo 2D Walls Plans Volume 2 Specs Volume 1 Specs DESCRIPTION OF WORK: The work will be located between De Diego Bridge and the Confluence Wall of Margarita Channel and along Jose De Diego Expressway, San Juan, Puerto Rico. The Contract 2D Walls is part of the Rio Puerto Nuevo, Flood Control Project.. Contract 2D Walls include the construction of east and west channel walls on Rio Puerto Nuevo. The west wall on the west side of the channel will be constructed between the Confluence Wall of Margarita Channel Improvements (RPN, CNT 2AR) and the west abutment wall of De Diego Bridge. The west wall will be approximately 350-feet-long. The east wall will be constructed on the east side of the channel from the east abutment channel wall of De Diego Bridge to the Margarita Channel. The east wall will be approximately 700-feet-long. The walls will consist of parapets, cap beam, and cantilever tangent 5-foot-diameter drilled shafts with temporary casing. The drilled shaft will be tied together with a cap beam. A concrete parapet will be constructed at the top the cap beam. The drilled shafts will be approximately 100-foot-long. The work will also include installation of rip-rap on the channel banks, installation of a ditch or culverts for runoff, site work grading, temporary diversion channel or sheet pile, access roads at both sides of the channel, clearing and grubbing, offsite disposal, turbidity monitoring, environmental monitoring, and endangered species monitoring. It is expected that installation of the tangent walls will be performed from the land side. The project includes all work incidental to the construction of the aforementioned features and will have an estimated period of performance of 1302 Calendar Days. Magnitude of construction is between $20,000,000.00 and $30,000,000.00. THIS ACQUISITION IS UNRESTRICTED The proposed project will be a Firm Fixed Price (FFP) contract. The type of solicitation to be issued is anticipated to be Request for Proposal (RFP). No reimbursement will be made for any costs associated with providing information in response to said synopsis or any follow-up information requested. The request for proposal will be issued on 09 August 2016 and proposals will be due on or about 08 September 2016. The request for proposal will be issued in electronic format only and will be posted on the Federal Business Opportunities website (Fed Biz Opps) at https://www.fbo.gov. In order to receive notification of issued amendments/revisions, firms must REGISTER TO RECEIVE NOTIFICATION on Fed Biz Opps. If you are not registered, the Government is not responsible for providing you with notification of any changes to this solicitation. You must be registered in the System for Award Management (SAM) in order to receive an award from this solicitation. NAICS Code 237990, size standard $36.5 million.
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/spg/USA/COE/DACA17/W912EP-16-R-0023/listing.html)
- Place of Performance
- Address: San Juan, Puerto Rico, United States
- Record
- SN04215427-W 20160811/160809235221-91c5d58087c2f578668d90b884c7925c (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
(may not be valid after Archive Date)
| FSG Index | This Issue's Index | Today's FBO Daily Index Page |