STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JOSH STEIN
GOVERNOR
March 19, 2026
DANIEL H. JOHNSON
SECRETARY
ADDENDUM # 2
Contract No. DN12210048
TIP No.:
N/A
Federal Aid No.: State Funded
WBS Element: GMR14.HEN.1P; GMR14.HEN.2P: GMR14.POL.1P; ETC
County:
Cherokee, Clay, Graham, Haywood, Henderson, Jackson, Macon, Polk,
Swain, And Transylvania
Description:
ID/IQ Pipe Liner Repairs At Various Locations Throughout Cherokee,
Clay, Graham, Haywood, Henderson, Jackson, Macon, Polk, Swain,
And Transylvania Counties
Letting Date: March 24, 2026
Plan Holders
Content Summary: Pre-Bid Meeting Minutes, Pre-Bid Attendance Roster,
Pay Item Changes, Quantity Changes, Provision Changes
The above contract has experienced the following revisions:
1. On pages ST-10 and ST-16, the first sentence of the third paragraph under
Measurement and Payment, Invert Placement, it should read as follows: Invert
Placement will be measured and paid as the actual number of square feet of
invert placed in pipe. Please see the attached revised page ST-10 and ST-16.
2. On pages ST-10 and ST-17, below Pay Item/Pay Unit table, under Measurement
and Payment, the Pay Unit for Invert Placement, should read as: Square Foot.
Please see the attached revised page ST-10 and ST-17
3. On page T-1, line item # 0009, the pay item number has changed from
0986000000-E, GENERIC PIPE ITEM, INVERT PLACEMENT, with units of measure
of linear feet to 0000950000-E, GENERIC MISCELLANEOUS ITEM, INVERT
PLACEMENT, with units of measure of square foot. Please see the attached
revised page T-1.
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS - DIVISION 14
253 WEBSTER ROAD
SYLVA, NC 28779
Telephone: (828) 331-5200
Fax: (828) 331-5201
Customer Service: 1-877-368-4968
Website: www.ncdot.gov
Location:
253 WEBSTER ROAD
SYLVA, NC 28779
4. On page T-1, line item 0022, 0992000000-E, POINT REPAIR, the quantity has
been changed from 50 EA to 10 EA. Please see the attached revised page T-1.
5. Pre-bid meeting minutes. See attached.
6. Pre-bid meeting attendance roster. See attached.
7. A bidder raised the following concern: “A lot of pipes in Division 14 have 100 to
300 feet of fill over the pipes. I assume an access road would need to be built to
access the ends of the pipe. This could include lots of trees to be removed,
temporary pipes to cross gulleys, and such. Who would be responsible for this?
Is it to be included in our liner price. This could be a huge expense and I don't
think that the Division should be paying this on pipes with very little cover.“
The Department’s response is: The Department will provide reasonable
accommodation and accessibility to the pipe needing to be serviced.
There is no ebsx addenda file associated with this addendum.
Thank you for your attention to this matter.
If you have any questions, please contact the Division Proposal Engineer at (828) 331-
5200.
Sincerely,
Wes Jamison, P.E.
Division 14 Project Development Engineer
DN12210048
ST-10
such as foreign inclusions, joint separation, cracks, insufficient liner thickness, material
loss, roughness, deformation, dry spots, pinholes, insufficient bonding to host pipe,
delamination, or other material or installation deficiencies as described herein.
The cost of post installation inspection will be considered incidental to the cost of the liner
installation.
Warranty The Contractor shall provide a one year warranty on all materials and workmanship.
Measurement and Payment
CIPP Liner will be measured and paid for as the actual number
of linear feet of pipe for the size that has been incorporated into the completed and accepted
work. This price shall include inspection, cleaning and preparation of the host pipe,
furnishing and installing the liner, lateral reconnection, coupling and expansion devices,
design and shop drawing preparation, furnishing and installing liner and all components of
the liner system, capturing any discharges or releases during installation or curing
operations, furnishing any documentation or fees required for effluent or condensate
disposal, all testing and sampling including furnishing reports and post installation video
inspections for flexible liners, waste disposal costs, excavation, sheeting, shoring, disposing
of surplus and unsuitable material; backfilling and backfill material; compaction, restoring
existing surfaces, and clearing debris and obstructions.
Point Repair will be measured and paid as the actual number of point repairs required to
complete Pipe Rehabilitation. All material, equipment, labor, or other resources shall be
incidental to the unit cost of Point Repair.
Invert Placement will be measured and paid as the actual number of square feet of invert
placed in pipe. All material, equipment, labor, or other resources shall be incidental to the
unit cost of Invert Placement.
Dewatering, Pump will be measured and paid as the actual number of preapproved
dewatering operations for the size pump necessary to complete the requested pipe
rehabilitation work at a site including dewatering for pre-inspection, liner installation,
and post inspections. Payment for Dewatering,
includes all materials, equipment,
labor, and incidentals required to dewater a site. Dewatering with pumps smaller than
will be considered incidental to the cost of pipe rehabilitation.
Payment will be made under:
Pay Item
___ Pipe Rehabilitation CIPP Liner
Point Repair
Invert Placement
Dewatering,
Pump,
Pay Unit
Linear Foot
Each
Square Foot
Each
PIPE REHABILITATION CEMENTITIOUS/GEOPOLYMER SPRAY LINER:
Description
DN12210048
ST-16
copy of the video inspection shall be furnished to the Engineer prior to acceptance of the
work.
The finished liner may be rejected if not continuous over its entire length and free from
visual defects such as foreign inclusions, joint separation, cracks, insufficient liner
thickness, material loss, roughness, deformation, dry spots, pinholes, insufficient bonding
to host pipe, delamination, or other material or installation deficiencies as described herein.
Remedies for rejection of liner - In the event the first post inspection of the installation
reveals defects in localized areas of the liner pipe (comprising less than 20 percent of the
pipe length) the localized defects shall be repaired as specified by the manufacturer. Where
defects occur on 20 percent or more of the pipe length the defects shall be repaired,
however, the Contractor will not be allowed to continue with his methodology of
installation and/or the liner system used until he/she can demonstrate to the Engineer that
he/she has remedied his/her operations to a sufficient level of quality as determined by the
engineer. All such remedial efforts shall be at the
expense. Further failure(s) to
perform a proper installation may result in the disallowance of the use of that liner system
and an adjustment in the cost or non-payment of the failed installations depending on the
severity of the failure.
In the event the first post installation inspection is not conducted until all or most of the
locations in the Contract permitting this methodology have been performed, and the
adjustment in the cost or non-payment of the failed installations may be made by the
Engineer depending on the severity of the failure.
In the event the second post inspection of the installation reveals defects, the Department
may execute the option to call the construction bond to reimburse the Department for
repairs or corrections, or to act as an adjustment in the cost, or both.
Warranty The Contractor shall provide a one-year warranty on all materials and workmanship.
Measurement and Payment
Pipe Rehabilitation Spray Liner will be measured and paid for as the actual number of
linear feet of pipe for the size that has been incorporated into the completed and accepted
work. This price shall include inspection, cleaning and preparation of the host pipe,
furnishing and installing the liner, lateral reconnection, coupling and expansion devices,
design and shop drawing preparation, furnishing and installing liner and all components of
the liner system, capturing any discharges or releases during installation or curing
operations, furnishing any documentation or fees required for effluent or condensate
disposal, all testing and sampling including furnishing reports and post installation video
inspections for flexible liners, waste disposal costs, excavation, sheeting, shoring, disposing
of surplus and unsuitable material; backfilling and backfill material; compaction, restoring
existing surfaces, and clearing debris and obstructions.
Point Repair will be measured and paid as the actual number of point repair required to
complete Pipe Rehabilitation. All material, equipment, labor, or other resources shall be
incidental to the unit cost of Point Repair.
DN12210048
ST-17
Invert Placement will be measured and paid as the actual number of square feet of invert
placed in pipe. All material, equipment, labor, or other resources shall be incidental to the
unit cost of Invert Placement.
Dewatering, Pump will be measured and paid as the actual number of preapproved
dewatering operations for the size pump necessary to complete the requested pipe
rehabilitation work at a site including dewatering for pre-inspection, liner installation, and
post inspections. Payment for Dewatering,
includes all materials, equipment,
labor, and incidentals required to dewater a site. Dewatering with pumps smaller than
will be considered incidental to the cost of pipe rehabilitation.
Payment will be made under:
Pay Item
___ Pipe Rehabilitation Spray Liner
Point Repair
Invert Placement
Dewatering,
Pump,
Pay Unit
Linear Foot
Each
Square Foot
Each
This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.