MODIFICATION
Z -- INDIAN RIVER LAGOON SOUTH (IRL-S), C-44 RESERVOIR AND STORMWATER TREATMENT AREA (C-44 RSTA)(CONTRACT 2 - RESEVOIR), MARTIN COUNTY FLORIDA
- Notice Date
- 5/21/2014
- Notice Type
- Modification/Amendment
- NAICS
- 237990
— Other Heavy and Civil Engineering Construction
- Contracting Office
- USACE District, Jacksonville, P.O. Box 4970, Jacksonville, FL 32232-0019
- ZIP Code
- 32232-0019
- Solicitation Number
- W912EP-14-Z-0005
- Response Due
- 5/23/2014
- Archive Date
- 7/20/2014
- Point of Contact
- Ian McClary, 904-232-2179
- E-Mail Address
-
USACE District, Jacksonville
(ian.r.mcclary@usace.army.mil)
- Small Business Set-Aside
- N/A
- Description
- SOURCES SOUGHT SYNOPSIS For INDIAN RIVER LAGOON SOUTH (IRL-S), C-44 RESERVOIR AND STORMWATER TREATMENT AREA (C-44 RSTA) (CONTRACT 2 - RESEVOIR), MARTIN COUNTY FLORIDA THIS IS A REQUEST FOR INFORMATION ONLY. This Announcement is strictly for market research. This is not a Request for Proposal and will be used to identify interested firms' and their capabilities of potential qualifications relative to the North American Industry Classification Code (NAICS) Code 237990 - Other Heavy and Civil Engineering Construction. This sources sought announcement is for information and planning purposes only and is not to be construed as a commitment by the Government, implied or otherwise, to issue a solicitation or award a contract. NOTE: IF YOU DO NOT INTEND TO SUBMIT AN OFFER ON THIS PROJECT WHEN IT IS FORMALLY ADVERTISED, PLEASE DO NOT SUBMIT A RESPONSE TO THIS SOURCES SOUGHT SYNOPSIS. The proposed project will be a competitive firm fixed price contract. The information gained from response to this synopsis will be used to determine the type of solicitation to be issued. The C-44 Reservoir Project is located on approximately 12,000 acres of land located in Martin County, Florida, directly north of Citrus Boulevard and the C-44 Canal (also known as the St. Lucie Canal), halfway between Lake Okeechobee and the Atlantic Ocean. Closet community is named Indiantown. For purposes of this construction contract, only 4,291 acres of the 12,000 acre site will be utilized. The work includes an above-ground reservoir, discharge canal, and associated structures to capture water from the C-44 Basin. The primary project components include the following items plus incidental related work and appurtenances that will support the project: A reservoir (D-400) comprised of approximately 50,000 linear feet of earthen embankment with a soil cement crest surface and soil cement facing on the interior embankment face. Additional embankment components include an internal inclined sand chimney drain and horizontal blanket drain with pipes running parallel to the embankment with discharge points draining to a swale, and a 3-ft wide trench drain of sand and drain pipes running parallel to the downstream toe of the embankment. The approximately 3,400 acre reservoir has a normal full storage level of 15 feet. A reservoir discharge tower structure (S-402) comprised of three (3) 7 foot by 7 foot slide gates to convey a maximum of 1,100 cfs (600 cfs under normal operations) through two 7 foot by 7 foot cast-in-place box culverts (with operable slide gates) to the system discharge canal. The Western Reservoir Perimeter Canal (C-400W) is approximately 35,000 linear feet in length paralleling most of the northern, western, and southern extent of the reservoir embankment. The C-400W maintains a bottom width of 5 feet for a majority of the canal with a transition from 5 feet to 25 feet along the south side of the reservoir. The canal bottom is constant at EL 12.0 foot NAVD88 for the majority of the canal. The canal includes a 1.5 ft thick sand filter below normal water level along the side slopes and bottom of the canal. The C-400W will be used to transmit surface runoff, seepage flow from the embankment internal drain and the trench drain systems. WRPC spillway (S-403) is a 50 foot wide spillway which discharges to the intake canal with a crest elevation of 18 feet NAVD88 and a 1,100 cfs capacity. The eastern reservoir perimeter canal (C-400E) approximately 15,000 linear feet in length paralleling the eastern embankment of the reservoir. The canal maintains a bottom width of 5 feet at an elevation of 12 feet NAVD88. The canal includes a 1.5 ft thick sand filter below normal water level along the side slopes and bottom of the canal. The C-400E is designed to convey runoff and seepage from the embankment internal drain and the trench drain system. The termination of the ERPC includes a drop-inlet drainage structure (S-419) to convey water from the C-400E to the Intake Canal. The discharge canal conveys flows from the reservoir through the Distribution Canal (C-401N and C-401S) to the Eastern STA Collection Canal (C-402E); note, only a portion of this canal will be built as part of this contract, which will be connected to a portion being constructed by others. The canal maintains a bottom width of 10 feet, a bottom elevation of 18.5 feet NAVD88, and a normal operating elevation of 28-29 feet NAVD88 with a design conveyance capacity of 1,100 cfs. One side of the Distribution Canal includes STA berms which will be built by others and the canal constructed under this contract will tie into those previously constructed slopes. The Distribution canal is approximately 20,000 feet in length. Several cast-in-place box culverts (S-420A, S-420B) will be constructed in various locations around project footprint to provide vehicular access across canals. Additionally, the reservoir embankment includes the construction of several boat ramps for access to the reservoir interior. Embankment piezometers and associated conduit and RTUs to transmit data back to the future pump station, as well as several groundwater monitoring wells to do the same will be installed The Magnitude of Construction is between $100,000,000.00 and $250,000,000.00. It is requested that interested/potential offerors that consider themselves qualified to perform the proposed requirement submit a Statement of Capability (SOC). The SOC should be a brief description of your company's capabilities. SOC is limited to 10 pages and should include the following: a)Organization name, address, e-mail address, website address, telephone number and Commercial and Government Entity (CAGE) code. b)Brief description of relevant work you have performed to include location(s), name of the project(s), the magnitude of construction, and the period of performance(s) (PoP). c)Include bonding information (on the bonding company letterhead) that the company has the capability to provide bonding up to $250,000,000.00. The NAICS Code for this requirement is 237990, Other Heavy and Civil Engineering Construction. Interested/potential offerors should submit their SOC no later than 23 May 2014 by 4:00 pm. Responses should be submitted via email to Mr. Timothy Humphrey at Timothy.G.Humphrey@usace.army.mil or mailed to U.S. Army Corps of Engineers, Contracting Division, 701 San Marco Blvd., Jacksonville, Florida 32207; Attention: Mr. Timothy Humphrey. EMAIL IS THE PREFERRED METHOD WHEN RECEIVING RESPONSES TO THIS SYNOPSIS. DO NOT SUBMIT PROPRIETARY AND/OR BUSINESS CONFIDENTIAL DATA. Anticipated solicitation issuance date is on or around September 2014. The official Synopsis citing the solicitation number will be issued on Federal Business Opportunities www.fbo.gov on or around August 2014. You must be registered in the System For Award Management (SAMS) in order to be eligible to receive an award from any Government solicitation. For additional information visit the website for the Federal Service Desk (FSD.gov) which supports SAMS or contact them at 866-606-8220 for assistance. Contracting Office Address: US Army Engineer District, Jacksonville, 701 San Marco Blvd., Jacksonville, Florida 32207 Place of Performance: Martin County, Florida **** Amended 19 May 2014**** Question 1: In regard to the subject IRL-S C-44 Reservoir Project, would you mind confirming whether this is a new requirement or a follow-on effort? Government Response: This is a new requirement Question 2: If an incumbent contract exists, can you please provide the previous contract number? Government Response: An incumbent contract does not exist. **** Amended 21 May 2014**** Question: Is the SOC required in order to bid on this project later this year? Government Response: No, once any solicitation is issued all interested Offerors may submit a proposal.
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