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Z--This opportunity was available only to contractor under the current contract numbers W912DR-09-C-0041 Tri-State Design/KC Construction JV.

Prior Information Notice

General Information
Country:   United States
Notice/Contract Number:   fbo:w912dr-09-c-0041
Publication Date:   Oct 8, 2010
Deadline:   Apr 8, 2010
Funding Agency:   Department of the Army
Buyer:   U.S. Army Corps of Engineers
Original Language:   English

Contact Information
Address:   United States

Goods, Works and Services

 

Original Text

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RECOVERY - PER FAR 5.7 THIS NOTICE IS PROVIDED FOR INFORMATION PURPOSES ONLY; THEREFORE FAR 5.203 DOES NOT APPLY. THIS OPPORTUNITY WAS AVAILABLE ONLY TO CONTRACTOR UNDER THE CURRENT CONTRACT NUMBER W912DR-09-C-0041 TRI-STATE DESIGN/KC CONSTRUCTION JV

Change AL Fence at Goodfield

Item 1: At approximate Levee Station 105+90, Left 30 to 110 feet, add approximately 76 LF of galvanized 2 oz., 9 gauge, six foot high fence with three strands of barbed wire.

Item 2: At a location along the above new fence, to be coordinated with a representative of the Contracting Office, install a 12 swing gate.

Change AK Delete Slide Gate

At approximate Nay Aug Avenue Station 2+90, Right 40 feet, delete replacement of existing gate with a new 18 Double Swing Gate. Instead, leave the existing gate as found at contract award.



Set-aside code: N/A
Contact: Carol A. Williams, 410-962-2187

Link To Document

Email: US Army Corps of Engineers, Baltimore (carol.a.williams@usace.army.mil)

Updated on 2009/12/17


Updated on 2010/04/08

Provide all of the plant, labor, equipment and material needed to perform the following work:

AN- Install rebar to provide extra support for utility sleeves and placement of concrete in the downstream floodwall at the Green Ridge Street Bridge.

AO- Remove existing concrete slab hanging from by rebar on the upstream side of the Green Ridge Street Bridge.

AP- Item 1: Excavate earth and then place a minimum 10 foot bench from station 111+80 to 116+77. Seed and topsoil the bench and levee slope to levee crest. Place 12 inch riprap from the bench to river with standard dug toe.
Item 2: Remove ash material from embankment and replace it with random earth back fill between Stations 115+02 to 116+69.

AQ- Between Levee Stations 139+40 and 140+14, provide standard bedding and rip rap with dug toe in accordance with attached Sketches AQ-01 to AQ-08, dated revised January 25, 2010. The rip rap shall be 12 inches from approximate Levee Station 139+40 to approximate Levee Station 140+14. The rip rap shall be 18 from approximate Levee Station 140+14 to approximate Levee Station 140+40. The extent of the rip rap will begin at the dug toe and continue to the top of levee throughout this stretch as shown in the attached Sketches AQ-01 to AQ-08, dated revised January 25, 2010. The location of the dug toe shall be coordinated in the field with representative of the Contracting Officer.

Set-aside code: N/A
Place of performance:
 USACE District, Baltimore 10 South Howard Street, Baltimore MD
 21203
 US
Contact: Ernest Bailey, (410)962-4880

Link To Document

Email: USACE District, Baltimore (ernest.l.bailey@usace.army.mil)

Updated on 2010/03/22


Updated on 2010/07/09
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