SOW_APPENDIX-A.pdf
PDF 34 MB Posted
- Solicitation number
- W912DR24Q0047
About this file
This document is a Sources Sought notice for a firm-fixed-price contract to provide camera video inspection and cleaning services for features at the Tioga Dam and Mansfield Levee System in Pennsylvania. The U.S. Army Corps of Engineers, Baltimore District is seeking responses from qualified contractors, including small businesses, to determine their capabilities and availability to perform the required work.
The project consists of inspecting and cleaning three features at Tioga Dam (8-inch Tile Drain, Left Abutment Drain, and Right Abutment Drain) and utility lines at the Mansfield Levee. The contractor will be responsible for providing all labor, materials, equipment, and transportation to complete the work per the government's plans and specifications. The procurement will be conducted using Simplified Acquisition Procedures under FAR Part 13. Interested parties are requested to submit responses by 8:00 AM EDT on July 15, 2024, addressing their qualifications, relevant past performance, and equipment capabilities. The North American Industry Classification System (NAICS) code for this procurement is 541990 (All Other Professional, Scientific, and Technical Services).
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Other files
| File | Type | Posted |
|---|---|---|
| SOW_APPENDIX-D.pdf | ||
| SOW_APPENDIX-C.pdf | ||
| SOW_APPENDIX-B.pdf | ||
| SOW.docx | DOCX document |
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Text version
APPENDIX A
TIOGA DAM
PLANS, PROFILES, SECTIONS, AND
DETAILS
Figure 1: Project Location
Tioga Dam
Mansfield Levee Protective Works
Figure 2: General Location for Tioga Features of Work
Figure 3: Features of Work Location at Tioga Dam.
TILE DRAIN
LOCATION
LEFT ABUTMENT
DRAIN LOCATION
RIGHT
ABUTMENT
DOWNSTREAM
DRAIN
LOCATION
RIGHT
ABUTMENT
UPSTREAM
DRAIN
LOCATION
Figure 4: Plan and Profile of Tioga Outlet Works (8‐inch tile drain projected with red dash line; exact alignment is unknown).
8-INCH TILE DRAIN
Figure 5: Plan view of stilling basin (8‐inch asbestos pipe connection with the 8‐inch tile drain projected, exact alignment is unknown).
Figure 6: Section views showing the tile drain at various stations.
Figure 7: Section views showing the tile drain at various stations.
Figure 8: Plan view of left abutment storm drain.
STORM
DRAIN TO BE
INSPECTED
AND
CLEANED
LEFT ABUTMENT DRAIN
Figure 9: Profile view of storm drain from embankment centerline to outfall in outlet channel.
Figure 10: Plan and profile views storm drain along Access Road.
Figure 11: Plan and profile views of storm drain along Access Road “A”.
Figure 12: Manhole details.
Figure 13: Inlet structure details.
Figure 14: Profile view of the Right Abutment Upstream Drain.
RIGHT ABUTMENT UPSTREAM DRAIN
Figure 15: Plan and profile view of the Right Abutment Downstream Drain
RIGHT ABUTMENT DOWNSTREAM DRAIN
Figure 16: Abutment drain details.
Figure 17: Manhole and endwall details.
File details come from the government source that posted it. Updated .