FTQW_07-1116_SOW_remove_mh12.pdf
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- Attached to
- Repair Sewerline-FTQW07-1116 - FA5004-17-B-C004
- Solicitation number
- FA5004-17-B-C004
About this file
REPAIR SEWERLINE ON FLIGHTLINE AVE PH 1 SOW- remove mh12
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Other files
| File | Type | Posted |
|---|---|---|
| sewage2_laterals.pdf | ||
| FA5004-17-B-C004-0001.pdf | ||
| Sewerline_Questions_Answers.pdf | ||
| Sewage_1_laterals.pdf | ||
| JA-2,_Specifications.pdf | ||
| JA-3,_AF_Form_66.pdf | ||
| JA-1_Statement_of_Work.pdf | ||
| JA-6,_Wage_Determinations.pdf | ||
| JA-4,_Sewer_Main_Inspection_Report.pdf | ||
| FA5004-17-B-C004.pdf | ||
| JA-5,_Site_Plan.pdf |
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Text version
STATEMENT OF WORK
FOR
PROJECT FTQW 07-1116
REPAIR SEWERLINE ON FLIGHTLINE AVE PH 1 SOW
1.0 SCOPE: Furnish all plant, labor, supplies, parts, transportation, tools, equipment, and facilities necessary to perform work required to complete project FTQW 07-1116 in strict accordance with this Statement of Work. All work shall be warranted as indicated in the Performance Work Specification, Section 01000 and project specifications.
2.0 DESCRIPTION OF WORK: Clean and repair various sections (3195 feet) of sewerline on Flightline Ave using a Cured in Place Pipe (CIPP) liner and all affected manholes. There is significant damage to pipes and are at risk of collapse due to the system being so old. Sewerline and manholes shall be repaired in accordance with manufacturers’ specifications.
2.1 Bypass all affected piping to eliminate interruption in service.
2.2 Clean all pipes in project area using a high pressure (1700-2000 psi) sewer jetter unit.
Clean all affected manholes using a pressure washer.
2.2.1 Pipe Segment 1 is MH702 to MH34, it is an 18-inch diameter line and 260 feet long.
2.2.2 Pipe Segment 2 is MH21 to MH20, it is also an 18-inch diameter line and it is 239 feet long.
2.2.3 Pipe Segment 3 is MH9 to MH14, it is a 24-inch diameter line and is 2696 feet long.
2.3 Install CIPP liner in accordance with manufacturers’ specifications in all Pipe Segments.
2.4 Rehabilitate all affected manholes using a Polyurea spray liner method excluding Manhole 12.
2.5 Reopen service connections using a remote controlled cutting device with a closed circuit TV (CCTV).
2.6 Visually inspect all Pipe Segments and manholes using a CCTV camera before acceptance.
2.6.1 Both pre-lining and post-lining video shall be submitted.
3.0 SUBMITTALS: Documents shall be submitted according to the attached AF Form 66.
4.0 GOVERNMENT FURNISHED MATERIALS: None.
ATTACHMENTS:
1. Project Site Plan
2. Specifications (12 specs.)
3. AF Form 66, Schedule of Material Submittals
4. Sewer Line Video Inspection Report (for information purposes only)
30 May 2017
END OF STATMENT
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