APPENDIX A.pdf
PDF 3 MB Posted
- Solicitation number
- W912WJ25QA029
About this file
This document is Appendix A for a U.S. Army Corps of Engineers solicitation to procure and replace a log boom at North Hartland Lake in Vermont. The appendix contains maps, technical drawings, and informational photos detailing the log boom replacement project. Key technical specifications include replacing approximately 2,300 feet of one-inch diameter wire rope, 30 log boom chains, 12 rope clamps, and two thimbles. The project involves removing existing wire rope and hardware, disposing of six deteriorated logs on land, moving six logs from the lake, and installing 11 government-furnished log booms ranging from 10 to 19 feet in length.
The procurement is set aside for small businesses with NAICS code 238990 and a small business size standard of $19 million. The construction project is valued between $100,000 and $250,000. All vendors must have an active SAM.gov registration at the time of submission, with non-registered vendors being rejected as non-responsive. The appendix provides detailed visual documentation of the current log boom infrastructure, including anchor points, chain connections, and log positioning requirements to guide potential contractors in understanding the scope and technical requirements of the replacement project.
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Text version
PROCURE AND REPLACE LOG BOOM
U.S. ARMY CORPS OF ENGINEERS
NORTH HARTLAND LAKE
NORTH HARTLAND, VERMONT
STATEMENT OF WORK
APPENDIX A
Maps and Informational Photos
Photo 1: “Right Bank” log boom connection- Pile Anchor at North Hartland Lake
Photo 2: “Left Bank” log boom connection- Eye Bolt Anchor at North Hartland Lake
Photo 3: Drawing oriented looking downstream. Left bank is located on the far side of the project across the lake from the project office and right bank is in the recreation area.
*Wire Rope has been scaled up to 1” from this original drawing; Two additional clamps per anchor have been added at each location
Photo 4: Technical drawing of log boom to log connection.
*Wire Rope has been scaled up to 1” from this original drawing
Photo 5: Logs overlap slightly when on land, and Cable should be tightened to Project Manager’s specification.
Photo 6: Elevation profile of the Log Boom
Photo 7: Typical log boom connection between two logs with one deteriorated log in need of replacement
Photo 8: View from “Right Bank” Pile anchor down the boom. Another example of deteriorated log in need of replacement
Photo 9: Logs should overlap slightly when floating in the lake to ensure no gaps between
Photo 10: Connecting chains: 5” Hot-dip Galvanized carbon steel 1/2” diameter steel ring of 3- 1/2” inside diameter on the end of 1 ½” x 5’ 6” chains, with a 1/2” x 1 ½” x 6” toggle on the end.
Photo 11: Detail of Ring on end of chain
File details come from the government source that posted it. Updated .