SOURCES SOUGHT
Z -- Shoreline Repairs at U. S. Coast Guard Training Center, Yorktown, VA
- Notice Date
- 5/24/2004
- Notice Type
- Sources Sought
- NAICS
- 237990
— Other Heavy and Civil Engineering Construction
- Contracting Office
- DHS - Direct Reports, United States Coast Guard (USCG), Commanding Officer, USCG Facilities Design & Construction Center (Atlantic), 5505 Robin Hood Road Suite K, Norfolk, VA, 23513-2400
- ZIP Code
- 23513-2400
- Solicitation Number
- HSCG47-04-B-3EFK14
- Response Due
- 7/8/2004
- Archive Date
- 7/23/2004
- Point of Contact
- Donna Miller, Contract Specialist, Phone 757-852-3422, Fax 757-852-3495, - Marion Hundley, Contracting Officer, Phone 757-852-3420, Fax 757-852-3495,
- E-Mail Address
-
dmiller@fdcclant.uscg.mil, mhundley@fdccland.uscg.mil
- Description
- Y -- SOURCES SOUGHT The U. S. Coast Guard is considering whether or not to set-aside an acquisition for Historically Underutilized Business Zone (HUBZone) concerns only. The estimated magnitude of this construction project is between $3,000,000.00 and $5,000,000.00. The applicable North American Industry Classification System (NAICS) for this acquisition is 237990 and the small business size standard is $28.5 Million. The acquisition is for the Shoreline Repairs, U. S. Coast Guard Training Center Yorktown, Yorktown, VA. The scope of the project follows: Phase 1: Install an anchored steel sheet pile bulkhead starting in the vicinity of the Navy Pier, extending approximately 700 feet to the southeast. The anchoring system will consist of soil anchors installed at approximately 10 feet on center with a reinforced concrete cap serving as the wale. The bulkhead will be approximately 19 feet high from top of concrete cap to top of riprap toe protection. The top of the bulkhead will be at EL +28.0 NGVD with the tips of the sheet piles at EL ?14.0 NGVD. Work will also include removal of existing concrete blocks, miscellaneous debris, and removal of approximately 500 feet of chain link fence. Install new VDOT Class III stone toe protection at the base of the bulkhead to protect the toe of the bulkhead from scour during storm events. The top of the toe protection will be at EL +9 NGVD, with the base of the toe protection at EL +5 NGVD. The stone will rest on a 6 inch bedding layer of No. 357 stone and geotextile fabric. Phase 2: Install new stone shore protection along the slope starting at the end of the new anchored steel sheet pile bulkhead and continuing to the edge of Area 3 (approximately 1200 feet). The shore protection consists of a 6 inch thick bedding layer of No. 357 stone covered with geotextile fabric. A 4 foot thick layer of VDOT Class III armor stone will be placed on top of the geotextile fabric. The top of the shore protection is at EL +11 NGVD and slopes down to toe at EL +1 NGVD at 2.5H:1V slope. The existing storm drainage outfalls will be extended through the new stone shore protection using ductile iron pipe. The existing outfalls consist of reinforced concrete pipe and corrugated metal pipe. Work will also include removal of miscellaneous debris and removal of approximately 550 feet of chain link fence. Phase 3: Install new stone shore protection along the slope starting at the end of Area 3 and continuing to the edge of Area 5 (approximately 950 feet) in order to preserve the existing shoreline and vegetation, and protect existing utilities ad structures. The shoreline protection will be similar to the proposed Phase 2 revetment. The existing storm drainage outfalls will be extended through the new stone shore protection using ductile iron pipe. The existing outfalls consist of reinforced concrete pipe, corrugated metal pipe, cast iron pipe, and PVC pipe. Phase 4: Provide beach nourishment within Area 5, which consists of placing and grading sand on the shoreline behind the existing breakwater mounds to build it up pre-storm conditions. The top of the slope will be at EL +5 NGVD and sloped to EL 0 NGVD. The sand will be trucked in and mechanically placed and graded. Provide vegetation sprigging on the new sand slopes between the York River and Wormley Creek to provide erosion control measures for the slope and incidental related work. Work includes a base bid item and two additive items. At the present time, the acquisition is expected to be issued under full and open competition procedures. However, in accordance with FAR 19.1305, if your firm is HUBZone certified and intends to submit an offer on this acquisition, please respond by e-mail or facsimile to Mrs. Donna Miller at dmiller@fdcclant.uscg.mil or (757) 852-3495 (fax). In your response, include a positive statement of your intention to submit a bid for this solicitation as a prime contractor. Your response is requested by May 24, 2004. A decision on whether this will be pursued as a HUBZone small business set-aside or on an unrestricted basis will be posted on the Electronic Posting System (EPS) web site.
- Place of Performance
- Address: Yorktown, VA
- Country: USA
- Country: USA
- Record
- SN00590999-W 20040526/040524211606 (fbodaily.com)
- Source
-
FedBizOpps.gov Link to This Notice
(may not be valid after Archive Date)
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