SOW_APPENDIX-A.pdf
PDF 34 MB Posted
- Solicitation number
- W912DR24Q0047
About this file
This document is a Statement of Work (SOW) Appendix A related to a federal contract opportunity for DAM and LEVEE CLEANING of FEATURES and VIDEO INSPECTION at TIOGA DAM and MANSFIELD LEVEE SYSTEM in PENNSYLVANIA.
The U.S. Army Corps of Engineers, Baltimore District intends to issue a Request for Proposal for Camera Inspection and Video Cleaning Services for Tioga Dam and Mansfield Levee System. The project consists of video inspection and cleaning of three separate features of work (8-inch Tile Drain, Left Abutment Drain, and Right Abutment Drain) at Tioga Dam, as well as video inspection of utility lines for toe-drain, storm drain, and sanitary sewer drain at the Mansfield Levee. The Contract Duration is estimated to be 365 calendar days. This will be a Firm-Fixed-Price (FFP) contract under NAICS code 541990. The acquisition will be a Full & Open competitive procurement evaluated using a Best Value Tradeoff source selection process. The anticipated solicitation release date is on or about 15 August 2024 with an approximate closing date of 16 September 2024. A pre-proposal conference is planned for 27 August 2024.
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Other files
| File | Type | Posted |
|---|---|---|
| SOW_APPENDIX-D.pdf | ||
| SOW .pdf | ||
| SOW_APPENDIX-B.pdf | ||
| SOW_APPENDIX-C.pdf |
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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.
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