SOLICITATION NOTICE
56 -- Concrete Slab for Lock and Dam 6
- Notice Date
- 7/8/2024 10:47:07 AM
- Notice Type
- Combined Synopsis/Solicitation
- NAICS
- 238110
— Poured Concrete Foundation and Structure Contractors
- Contracting Office
- W07V ENDIST ST PAUL SAINT PAUL MN 55101-1323 USA
- ZIP Code
- 55101-1323
- Solicitation Number
- W912ES24Q0094
- Response Due
- 7/10/2024 11:00:00 AM
- Archive Date
- 07/25/2024
- Point of Contact
- Ben Knutson, Phone: 6512905418, Jesse Onkka, Phone: 6512905444
- E-Mail Address
-
benjamin.t.knutson@usace.army.mil, Jesse.L.Onkka@usace.army.mil
(benjamin.t.knutson@usace.army.mil, Jesse.L.Onkka@usace.army.mil)
- Small Business Set-Aside
- SBA Total Small Business Set-Aside (FAR 19.5)
- Description
- Scope of Work POURED CONCRETE SLAB FOR A STORAGE BUILDING AT LOCK and DAM 6, TREMPALEAU, WI C-1. GENERAL. C-1.1. �Scope of Work. Lock and Dam 6 is constructing an additional storage building at its site in Trempealeau, WI. �Lock is requesting a contract for a poured slab of concrete. � C-1.2. �Payment. �Payment will be made in accordance with the terms and conditions herein. �The contractor must submit a detailed invoice to the Contracting Officer�s Representative (COR). C-1.3. Description and Location. �Lock and Dam 6 is a U.S. Army Corps of Engineers managed facility along the Mississippi River in Trempealeau, WI. �The building site will be behind the main central control building in the fenced in area. �The address is W24055 Lock and Dam Rd, Trempealeau, WI 54661. C-1.4. Site Visit. Contractors are highly encouraged to visit the site prior to bidding. To schedule a site visit contact;� Benjamin Knutson, Contract Specialist: benjamin.t.knutson@usace.army.mil 651-290-5418 Or Jesse Onkka, Contracting Officer: jesse.l.onkka@usace.army.mil 651-290-5444 C-2 � SPECIFICATIONS C-2.1. Site Prep: �Prior to work commencing USACE employees will remove the existing sidewalk abutting the site. The Contractor shall remove existing soil and install a minimum of 8 inches of compacted crushed concrete base under the slab. There is an onsite area to dispose of the existing soil. �This gravel pad shall be adequate for the 20� by 36� storage building. �The site staff will stake out the location of the 20� by 36�. C-2.2. Concrete Slab: �The Contractor shall pour a 20�x36� 6-inch-thick Monolithic concrete floating slab using 4000 PSI concrete with a 16-inch wide by 12-inch-deep footing, and a 6� x 6� curb. �The slab shall have a reinforced � inch rebar grid installed 2 feet on centers with 2 runs of � inch rebar centered in the footing. �The rebar grid shall be centered in the 6-inch-thick slab. � C-2.8. Work Area: �Working hours are from 0700 � 1530 Mon thru Fri. �Delivery to Lock and Dam 6, W24055 Lock and Dam Rd, Trempealeau, WI. Between July 15th and Aug 16th 2024. � The Contractor is responsible for leaving the work area in the same condition as before the start of contract work. �Any damages shall be repaired at the contractor�s expense. � All construction debris shall be removed and disposed of off-site in accordance with local and state regulations.
- Web Link
-
SAM.gov Permalink
(https://sam.gov/opp/df783bd1b4434b49a5d32bf910b57723/view)
- Place of Performance
- Address: Trempealeau, WI 54661, USA
- Zip Code: 54661
- Country: USA
- Zip Code: 54661
- Record
- SN07120090-F 20240710/240708230115 (samdaily.us)
- Source
-
SAM.gov Link to This Notice
(may not be valid after Archive Date)
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