Project Information

Bid Title

DN12210048 (GMR14.HEN.1P, GMR14.HEN.2P, ETC.) ID/IQ Pipe Liner Repairs At Various Locations Throughout Cherokee, Clay, Graham, Haywood, Henderson, Jackson, Macon, Polk, Swain And Transylvania Counties Addendum 2

Issuing Agency

Division of Highways

Location

North Carolina

Published Date

Mar 19, 2026

Closing Date

Mar 24, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Documents

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Project Description

DN12210048 (GMR14.HEN.1P, GMR14.HEN.2P, ETC.)

POC

DN12210048 (GMR14.HEN.1P, GMR14.HEN.2P, ETC.) ID/IQ Pipe Liner Repairs At Various Locations Throughout Cherokee, Clay, Graham, Haywood, Henderson, Jackson, Macon, Polk, Swain And Transylvania Counties

• DN12210048 ADD 1.pdf
  Doc. Type:
  Addendum
  Description: DN12210048 (GMR14.HEN.1P, GMR14.HEN.2P, ETC.) ID/IQ Pipe Liner Repairs At Various Locations Throughout Cherokee, Clay, Graham, Haywood, Henderson, Jackson, Macon, Polk, Swain And Transylvania Counties POC
• DN12210048 ADD 2.pdf
  Doc. Type:
  Addendum
  Description: DN12210048 (GMR14.HEN.1P, GMR14.HEN.2P, ETC.) ID/IQ Pipe Liner Repairs At Various Locations Throughout Cherokee, Clay, Graham, Haywood, Henderson, Jackson, Macon, Polk, Swain And Transylvania Counties POC
• DN12210048 INV.pdf
  Doc. Type:
  Invitation to Bid
  Description: DN12210048 (GMR14.HEN.1P, GMR14.HEN.2P, ETC.) ID/IQ Pipe Liner Repairs At Various Locations Throughout Cherokee, Clay, Graham, Haywood, Henderson, Jackson, Macon, Polk, Swain And Transylvania Counties POC
• DN12210048 PROPOSAL.pdf
  Doc. Type:
  Proposals
  Description: DN12210048 (GMR14.HEN.1P, GMR14.HEN.2P, ETC.) ID/IQ Pipe Liner Repairs At Various Locations Throughout Cherokee, Clay, Graham, Haywood, Henderson, Jackson, Macon, Polk, Swain And Transylvania Counties POC

Attachment Preview

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

Commodity Codes

• NAICS 236220Commercial and Institutional Building Construction
• NAICS 237110Water and Sewer Line and Related Structures Construction
• NAICS 237990Other Heavy and Civil Engineering Construction
• NAICS 238220Plumbing, Heating, and Air-Conditioning Contractors
• NAICS 238990All Other Specialty Trade Contractors

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