sewer line, the sewer pipe video to document the condition of the pipe, identify all
service locations, work related to developing a report of the video, and all labor, tools
and any other equipment necessary to complete the work. The contractor shall
provide means for cleaning of the pipe to attempt to remove obstructions which
shall be incidental to this item of work. If the line cannot be videoed due to an
obstruction, the Contractor shall attempt to video the line from the opposing
direction. All videos shall be submitted to the Engineer, shall be accompanied by a
written report and shall clearly document the condition of the main and all service
connections.
2.04 CUTTING AND REMOVAL OF PROTRUDING LATERAL PIPE
UP TO 12” DIAMETER COMPLETE IN PLACE
Measurement:
The quantity to be measured under ITEM 1E will be the actual number of
protruding lateral pipes measured by the EACH that are actually cut, as
specified in these Specifications and as directed by the Engineer.
Payment:
The accepted quantity of protruding lateral pipes cut up to 12” diameter shall be paid
for at the contract unit price under ITEM 1E, and shall be full compensation for all
labor, tools and any other equipment necessary to complete the work. The
contractor shall provide means for cleaning of the pipe after the protruding
pipe has been cut which shall be incidental to this item of work. The pre-lining
video shall include a view of the lateral pipe after it has been cut.
2.05 MANHOLE CEMENT AND EPOXY LINING COMPLETE IN PLACE
Measurement:
The quantity of manhole lining (both 4’ and 5’ diameter manholes) will be
measured complete-in-place by the VERTICAL FOOT under ITEM 1F and
ITEM 1G as measured from the invert shelf to the underside of the casting,
complete-in-place, as specified in these Specifications and as directed by the
Engineer.
Payment:
The accepted quantity of sewer manhole lining shall be paid for at the contract
unit price under ITEM 1F and ITEM 1G, and shall be full compensation for
preparation of manhole walls for lining, by-pass pumping, furnishing and
installing the lining system, and all labor, tools and any other equipment
necessary to complete the work as specified in these Specifications and as
directed by the Engineer.
2.06 MANHOLE INVERT RECONSTRUCTION COMPLETE IN PLACE
Measurement:
The quantity to be measured under ITEM 1H will be the actual number of
manhole inverts reconstructed (4’ and 5’ Diameter manholes) measured by the
EACH, complete-in-place, as specified in these Specifications and as directed
by the Engineer.
2019 CIPP Lining Project Measurement and Payment
Nashua, NH 01150 -5
