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FBO DAILY ISSUE OF JULY 22, 2009 FBO #2795
AWARD

Z -- RECOVERY--Z--RECOVERY--Radial Drain Clearing Seepage Control Adit, Abiquiu, NM

Notice Date
7/20/2009
 
Notice Type
Award Notice
 
NAICS
561790 — Other Services to Buildings and Dwellings
 
Contracting Office
Department of the Army, U.S. Army Corps of Engineers, U.S. Army Engineer District, Albuquerque, US Army Engineer District, Albuquerque, CESPA-CT, 4101 Jefferson Plaza NE, Albuquerque, NM 87109-3435
 
ZIP Code
87109-3435
 
Solicitation Number
W912PP09T0065
 
Response Due
7/9/2009
 
Archive Date
9/7/2009
 
Point of Contact
Stephanie Whatley, (575) 479-6095<br />
 
E-Mail Address
US Army Engineer District, Albuquerque
(stephanie.n.whatley@usace.army.mil)
 
Small Business Set-Aside
N/A
 
Award Number
W912PP-09-P-0106
 
Award Date
7/20/2009
 
Awardee
Geomechanics Southwest, Inc.<BR>5839 Belvedere Ave.<BR>Tucson, AZ 85706
 
Award Amount
65,956.00 Recovery
 
Line Number
0001
 
Description
RECOVERY. Work for this project consists of clearing debris and mineralization from the existing radial drains within the North and South Seepage Control Adits, Abiquiu Dam, Rio Arriba County, New Mexico. The intent and purpose of this work is to clear radial drains and allow for unrestricted flow of seepage water that is collected by the Seepage Adits. The Contractor shall provide all plans, labor, materials, shop facilities, supervision, tools, staging, scaffolding and any other items necessary for hydraulic/mechanical clearing of drains in the Adits. Contractor shall identify and utilize all necessary power, lighting, safety requirement etc. from the existing power sources at the facility. Depths of drains vary from 20 to 200 feet. Drains are installed in 3-inch diameter core holes drilled into interlayered mudstone, sandstone and conglomerate and are lined with 1.5-inch ID, Schedule 80 PVC pipe. During construction, water-bearing zones were identified in the core holes and perforated PVC pipe sections were located accordingly. Solid PVC pipe sections have butyl packers attached to secure the entire assembly within the core hole. Generally speaking, drains are oriented from 9 - 34 down from horizontal and from 56 82 up from the horizontal. The North and South Adits can be accessed by way of paved and semi-improved dirt roads. Access to the Adits will be provided by the Government. Adits are 10 feet high and 9 feet wide. Figure 2 shows a typical section that illustrates the Adits with the radial drain layout. Contract duration is 180 calendar days. NAICS Code 561790 with a size standard of $7 Million.
 
Web Link
FBO.gov Permalink
(https://www.fbo.gov/spg/USA/COE/DACA47/W912PP09T0065/listing.html)
 
Record
SN01880417-W 20090722/090720234843-0c9c806e486894a2a0c3c86f065532ad (fbodaily.com)
 
Source
FedBizOpps Link to This Notice
(may not be valid after Archive Date)

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