SOLICITATION NOTICE
Y -- USACE SPK DBB Construction - ARCF Natomas Reach E - Sutter County, CA
- Notice Date
- 1/5/2023 1:55:46 PM
- Notice Type
- Solicitation
- NAICS
- 237990
— Other Heavy and Civil Engineering Construction
- Contracting Office
- US ARMY ENGINEER DISTRICT SACRAMENT SACRAMENTO CA 95814-2922 USA
- ZIP Code
- 95814-2922
- Solicitation Number
- W9123823B0011
- Response Due
- 2/10/2023 1:00:00 PM
- Archive Date
- 01/05/2024
- Point of Contact
- Matthew Webb, Phone: 916-557-7109
- E-Mail Address
-
matthew.m.webb@usace.army.mil
(matthew.m.webb@usace.army.mil)
- Awardee
- null
- Description
- USACE SPK has a requirement for design-bid-build construction services to construct a seepage cutoff wall adjacent to the landward side of the existing levee of the ARCF Natomas Basin Reach E segment, located in Pleasant Grove, CA.The Natomas Basin Reach E segment is located along the southwest bank of the Pleasant Grove Creek Canal (PGCC). The PGCC is an artificial channel that trends generally south-southeast to north-northwest, collecting surface water draining from Pleasant Grove Creek andseveral other seasonal streams from the east. The surface water is directed north-northeast into the Natomas Cross Canal and eventually to the Sacramento River. Reach E currently extends 3.4 miles between Sankey Road north to Howsley Road. The typical levee cross section has a crown width of twenty (20) feet, an asphalt road used by local traffic, and landside and riverside slopes of 1 vertical to 3 horizontal (1V:3H). The levee height varies between five (5) and seventeen (17) feet along the reach. The requirement is anticipated to include construction of a seepage cutoff wall adjacent to the landward side of the existing levee, including soil bentonite (SB) open trench construction using native soil with bentonite and water. It is anticipated the project requirements will include construction of a landside patrol road along the entire length of Reach E, that includes access ramps at identified locations; excavation and replacement of five (5) culverts; excavation and replacement of five (5) existing metal gatewells; excavation and replacement of a manhole; removal and relocation of irrigation systems; borrow site excavation; performance of Storm Water Pollution Prevention Plan (SWPPP) documents and implementation; and Best Management Practices (BMPs) installation. It is estimated that construction of the potential requirement can be completed within two (2) construction seasons, or approximately six hundred and six (606) calendar days.
- Web Link
-
SAM.gov Permalink
(https://sam.gov/opp/23a39f0a470b48feb1b1bbfafedc3d45/view)
- Record
- SN06557054-F 20230107/230105230106 (samdaily.us)
- Source
-
SAM.gov Link to This Notice
(may not be valid after Archive Date)
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