SOURCES SOUGHT
Y -- Construction Services for Valve Removal and Outlet Structure with V-Notch Weir at Townshend Dam in Townshend, Vermont
- Notice Date
- 5/1/2018
- Notice Type
- Sources Sought
- NAICS
- 237990
— Other Heavy and Civil Engineering Construction
- Contracting Office
- Department of the Army, U.S. Army Corps of Engineers, USACE District, New England, 696 Virginia Road, Concord, Massachusetts, 01742-2751, United States
- ZIP Code
- 01742-2751
- Solicitation Number
- Pre-awardNumber(PAN)PANNAD-18-P-0000-019090
- Archive Date
- 6/2/2018
- Point of Contact
- Sheila Nimrod, Phone: 9783188968
- E-Mail Address
-
sheila.d.nimrod@usace.army.mil
(sheila.d.nimrod@usace.army.mil)
- Small Business Set-Aside
- N/A
- Description
- The U.S. Army Corps of Engineers, New England District is issuing this Sources Sought Announcement for Construction Services for Valve Removal and Outlet Structure with V-Notch Weir at Townshend Dam in Townshend, Vermont. This announcement is to determine interest, availability and capability of 8(a), HUBZone, Service-Disabled Veteran-Owned, Women-Owned and Small Business concerns for this project. The NAICS code for this procurement is 237990. The project is planned to be issued on or about July 2018. The project is expected to take approximately 1 to 2 months to complete construction. The estimated construction cost is between $100,000.00 and $500,000.00. The Townshend Dam is located in Townshend, Vermont. The relief well system was installed in the 1980s. This project involves the excavation and removal of seven (7) cast iron valves ranging in depth from 2-8' feet, which connect the relief well system to a below ground collector pipe that outlets to a small pond on the downstream side of the Dam. The valves will be replaced with sections of free flowing pipe. In addition, the construction of a reinforced concrete outlet structure that has a central dividing wall and a v-notch weir for both of the collector pipes (relief well and toe drain) will also be required. The contractor shall connect the toe drain collector pipe to the new outlet structure, but no other work will be required on the toe drain collector pipe, which runs parallel to the dam and outlets to the small pond. All of the above work will take place at the toe of the Townshend Dam on the downstream side. Storage and staging is anticipated to be located at Townshend Dam and an access road to the toe of the Dam is already in place. The work for the valve removal is anticipated to include: control of water, excavation/earthwork, removal of 7 check valves, installation of 7 pipe sections (spool sections), and an option for re-mortaring the connection pipe to collector pipe connections. Care during soil removal and backfilling will be very important in order to not damage the existing relief well system, nearby piezometers, and a filtered drain along the toe of the dam. Trench boxes are likely necessary in at least 2 of the deeper excavations, in order to maintain stable slopes and prevent damage to the relief well system. The work for the outlet structure is anticipated to include: control of water, excavation/earthwork, a cast-in-place or precast reinforced concrete structure, extension of each existing collector pipe, installation of 2 staff gages (for manual weir level measurement), and fabrication/installation of the two weir plates. The work may include safety railing around the top of the weir box, a grate cover over each pipe outlet, and minor cleanup/grading of the channel (approximately 100 feet long) running parallel to the toe of the dam. Interested firms should submit a capabilities package to include the following: business classification (i.e. HUBZone, small business, etc.), as well as qualifications and experience in performing the work components stated above. Please include at least two specific examples of the firm's experience performing the work requirements stated above. The projects must have been performed within the last seven years. Please indicate the team subcontractor(s) (if any), including their prior experience and qualifications, which will be used to support the offeror's effort and their experience must also have been performed within the last seven years. Proof of bonding capability is required. Responses are limited to twenty pages. Responses are due by May 18, 2018. Responses should be submitted via email to: Sheila.d.nimrod@usace.army.mil or by US Postal Service U.S. Army Corps of Engineers, New England District, 696 Virginia Road, Concord, MA 01742-2751, ATTN: Sheila Nimrod (978) 318-8968 NOTE: Please make reference to the Pre-award Number (PAN)PANNAD-18-P-0000-019090. Interested firms shall provide the above documentation in one original form and one copy. The Government will not pay for any material provided in response to this market survey nor return the data provided. This notice is for information purposes only and is not a request to be placed on a solicitation mailing list nor is it a Request for Proposal (RFP) or an announcement of a solicitation. The results of this survey will be considered to be in effect for a period of one year from the date of this notice. Government Agency URL: www.nae.usace.army.mil Government Agency URL Description: New England District, Corps of Engineers
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/spg/USA/COE/DACA33/Pre-awardNumber(PAN)PANNAD-18-P-0000-019090/listing.html)
- Place of Performance
- Address: Townshend Dam, Townshend, Vermont, 05353, United States
- Zip Code: 05353
- Zip Code: 05353
- Record
- SN04906711-W 20180503/180501230918-c2e8ca5a8dcb34b0acc4bd2fc863bb3e (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
(may not be valid after Archive Date)
| FSG Index | This Issue's Index | Today's FBO Daily Index Page |