CITY OF PINOLE Sewer Rehabilitation Program FY 07 – 08 PHASE 2

smooth.
C. INSPECTION
The Contractor shall inspect the CIPP after installation. The inspection will be
performed and recorded using closed circuit television equipment in accordance with
Section 02761. If defects or voids exist, the Contractor shall repair or replace that
section of the pipe at no additional cost to the Owner. Methods of repair shall be
proposed by the Contractor and submitted to the Engineer for review.
3.03 CLEANUP
Following inspection, the Contractor shall clean up the entire project area. The
Contractor shall dispose of all excess material and debris not incorporated into the
permanent installation off-site.
Payment shall be at the contract unit price bid per lineal foot of various size of
Rehabilitated Sewer Pipe Using CIPP Method and shall include full compensation for all
labor, materials and incidentals necessary to install the liners and reinstate service laterals
complete and in place and no additional compensation shall be provided.
18. RE-INSTATE SERVICE LATERAL
General: All laterals connected directly to the rehabilitated sewer line shall be reinstated
using methods other than open cut. Laterals shall be reinstated within 6 hours after the
liner installation has been completed. Laterals shall be plugged at their cleanout near the
curb, as needed.
Methods: The methods used to reinstate the laterals shall be submitted to the City and are
subject to the approval of the Resident Engineer. The submittal shall include the
recommendations from the liner manufacture on how to reinstate laterals.
Approval of Lateral Connection: The reinstatement of the lateral connections shall be
subject to approval by the Resident Engineer. The new hole cut in the liner to reinstate
the lateral shall be the same size of the existing lateral connection.
Payment: Full compensation for all work required in this section shall be included in the
prices paid per linear foot Rehabilitation Of Sanitary Sewer Using CIPP Method and no
additional compensation shall be allowed therefore.
19. SPOT REPAIRS
General: The Contactor shall submit to the Engineer documentation describing the method,
materials, and equipment that will be used in making spot repairs. Bypass pumping shall be used
as specified in these contract documents.
Locations: The City has made preliminary determination where spot repairs will be required
which have been listed in the bid proposal area. Final determination of spot repairs shall be made
as determined by the Contractor and approved by Engineer during the Contractor’s preinstallation
television inspection were obstructions exist in the host pipe that cannot be removed
by standard cleaning methods. The limits of the spot repair shall be determined by the Contractor
and approved by the Engineer.
PSP-20