MODIFICATION
Z -- RECOVERY--Z--RECOVERY EMBANKMENT REPAIRS AT BARDWELL DAM AND SHORELINE EROSION REPAIR AT LAVONIA PARK, LAVON LAKE, TEXAS
- Notice Date
- 9/17/2009
- Notice Type
- Modification/Amendment
- NAICS
- 237990
— Other Heavy and Civil Engineering Construction
- Contracting Office
- US Army Engineer District, Fort Worth, PO Box 17300/819 Taylor Street, Fort Worth, TX 76102-0300
- ZIP Code
- 76102-0300
- Solicitation Number
- W9126G-09-R-0183
- Archive Date
- 9/30/2009
- Point of Contact
- Allen R. Bassett, Phone: 8178861051
- E-Mail Address
-
Allen.R.Bassett@usace.army.mil
(Allen.R.Bassett@usace.army.mil)
- Small Business Set-Aside
- N/A
- Description
- This is a special notice to inform the public of the use of the Recovery Act funds. RECOVERY: THIS NOTICE IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THIS OPPORTUNITY IS AVAILABLE ONLY TO 8(a) CONTRACTOR B.W. STRAYHORN COMPANY, INC. The Contract Specialist for this action is Allen R. Bassett at 817-886-1051; or by e-mail at Allen.R.Bassett@usace.army.mil The objective is to repair shoreline erosion on the upstream embankment and flattening the downstream embankment at Bardwell Dam and repair shoreline erosion at Lake Lavon.. At Bardwell Dam, repair entails flattening the downstream embankment slope to match previous improvements to the adjacent embankment. Grade benched areas of shoreline to a uniform surface; apply geotextile filter fabric followed by application of bedding material; place riprap on repaired shoreline and tie in to exiting riprap. Approximately 2,100 linear feet of upstream shoreline will be armored by placement of riprap. Supportive activities will include earthwork, excavation, embankment fill, lime treatment, compaction, stockpiling of topsoil for reuse, downstream slope surface preparation, seeding, upstream slope shaping, geo-textile fabric placement, and placement of bedding material. Work requirements at Lake Lavon entails repair of erosion along a 1,300 feet long section of shoreline. Demolish the existing sea wall and follow with excavation of debris, backfill the area with sea wall debris at lowest level followed by topsoil, re-shape the disturbed area and follow with soil compaction, place geo-textile fabric and bedding materials, place rip-rap, and install a double-pipe safety rail fence. Total estimated cost is $2,000,000-3,000,000. POINT OF CONTACT: Allen R. Bassett 817-886-1051 US Army Corps of Engineers 819 Taylor Street, Room 2A19 Fort Worth, Texas 76102-0300
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/spg/USA/COE/DACA63/W9126G-09-R-0183/listing.html)
- Record
- SN01960291-W 20090919/090918001621-22ab1cc1773afeb879ee6d656f88cfac (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
(may not be valid after Archive Date)
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