589A7-22-208 CONSTRUCTION SOW.pdf
PDF 112 KB Posted
- Attached to
- Z2DA--589A7-22-208 Repair Site Utility Phase I
- Solicitation number
- 36C25523R0118
About this file
This statement of work outlines a project to repair an aging sanitary sewer system at the Wichita VA Medical Center in Kansas. The project involves cleaning existing cast iron and vitrified clay pipe segments prior to relining them with PVC liner. Some manholes will be repaired or replaced as part of the process. Bypass pumping will also be required during cleaning and installation. Approximately 250 feet of existing pipe will be replaced and relocated to allow for proper slope. The period of performance is 365 calendar days from notice to proceed. The related federal contract opportunity is solicitation number 36C25523R0118 from the Department of Veterans Affairs for the repair work outlined in the statement of work.
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Other files
| File | Type | Posted |
|---|---|---|
| 589A7-22-208 Pre-Bid Attendance Roster.pdf | ||
| 36C25523R0118 0001.docx | DOCX document | |
| 589A7-22-208 PGS 278 Site Utility Specifications-.pdf | ||
| 589A7-22-208 Site Utility Drawings.pdf | ||
| 36C25523R0118_1.docx | DOCX document |
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Text version
S ta te m e n t o f W o rk
S ta te m e n t o f W o rk
Statement of Work for Project 589A7-22-208, Repair Site Utilities Phase 1, February 24, 2023
Wichita VAMC 5500 E Kellogg Wichita, KS 67218
SOW 589A7-22-208, Repair Site Utilities Phase 1
February 24, 2023
Period of Performance
365 calendar days after Notice to Proceed (NTP)
Scope of Work
This project will correct deficiencies associated with an aging sanitary sewer system largely made up of cast iron (CI) and vitrified clay pipe
(VCP). The work involves thorough cleaning of the existing pipe segments prior to relining with a PVC liner. As part of the pipe lining process, some manholes will require repair or replacement. Bypass pumping will be required during the cleaning and installation process.
Additionally, the existing pipe from manhole #8 will be replaced and relocated to a location approximately 250’ downstream in order to allow for sufficient pipe slope to intercept the existing 8” pipe between manholes #10 and #12.
Tyler McCune
General Engineer /COR
File details come from the government source that posted it. Updated .