FEDERAL-AID NO. 0402166 Catawba County (I-5716) INTERCHANGE AT I-40 AND SR-1007 (LENOIR RHYNE BOULEVARD) Addendum No.1
| Agency: | Division of Highways |
|---|---|
| State: | North Carolina |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Jul 28, 2026 |
| Due Date: | Aug 18, 2026 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
Description
Attachment Preview
| Sheet No. | Revision |
|---|---|
| 1 (Title sheet) | Deleted number in Total Sheets box in Title block Revised Letting Date |
| 1A | Added Structure plans to Index of Sheets list |
| 2A-1 | Added R3 to Pavement Schedule for Special 5" Concrete Median Island |
| 2A-2 | Added R3 to Pavement Schedule for Special 5" Concrete Median Island |
| 2A-3 | Added R3 to Pavement Schedule for Special 5" Concrete Median Island Added Inset No. 6A for the Special 5" Concrete Median Island on the bridge along with Station range which applies. Added note to Scarify a minimum of 14" for the concrete median island installation |
| 2B-1 | Added note for "Prop. 5" Concrete Median Island |
| 6 | Revised/added callouts for the Special 5" Concrete Median Island on the bridge Added callouts ending Keyed-In Concrete Island and beginning Concrete median island to denote where the Keyed-In concrete island and Concrete median island are to be installed. |
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JOSH STEIN DANIEL H. JOHNSON
GOVERNOR SECRETARY
July 28, 2026
Addendum No. 1
RE: Contract # C205195
WBS # 50133.3.1
FEDERAL-AID NO. 0402166
Catawba County (I-5716)
INTERCHANGE AT I-40 AND SR-1007 (LENOIR RHYNE BOULEVARD)
August 18, 2026 Letting
To Whom It May Concern:
Reference is made to the plans and proposal furnished to you on this project.
The following revisions have been made to the Roadway plans.
Sheet No. Revision
Deleted number in Total Sheets box in Title block
1 (Title sheet)
Revised Letting Date
1A Added Structure plans to Index of Sheets list
Added R3 to Pavement Schedule for Special 5" Concrete
2A-1
Median Island
Added R3 to Pavement Schedule for Special 5" Concrete
2A-2
Median Island
Added R3 to Pavement Schedule for Special 5" Concrete
Median Island
Added Inset No. 6A for the Special 5" Concrete Median
2A-3
Island on the bridge along with Station range which applies.
Added note to Scarify a minimum of 14" for the concrete
median island installation
2B-1 Added note for "Prop. 5" Concrete Median Island
Revised/added callouts for the Special 5" Concrete Median
Island on the bridge
Added callouts ending Keyed-In Concrete Island and
6
beginning Concrete median island to denote where the
Keyed-In concrete island and Concrete median island are to
be installed.
Please void the above listed sheets in your plans and staple the revised sheets thereto.
Mailing Address: Telephone: (919) 707-6900 Location:
NC DEPARTMENT OF TRANSPORTATION Fax: (919) 250-4127 1020 BIRCH RIDGE DR.
CONTRACT STANDARDS AND DEVELOPMENT Customer Service: 1-877-368-4968 RALEIGH, NC 27610
1591 MAIL SERVICE CENTER
RALEIGH, NC 27699-1591
Website: www.ncdot.gov
| Sheet No. | Revision |
|---|---|
| EC-06 | Revised to reflect changes made to Roadway Sheet 6 |
| EC-12 | Revised to reflect changes made to Roadway Sheet 6 |
| Sheet No. | Revision |
|---|---|
| Title, S-1, S-2, SN | Structure plan sheets added to show median to be constructed on existing bridge |
| Page No. | Revision |
|---|---|
| Proposal Cover | Note added that reads "Includes Addendum No. 1 Dated 07-28-2026". Letting date revised |
| Table of Contents | UNIT PROJECT SPECIAL PROVISION entitled Structures added |
| G-5, G-6 | The PROJECT SPECIAL PROVISION entitled CONTRACT TIME AND LIQUIDATED DAMAGES has been revised. The PROJECT SPECIAL PROVISION entitled INTERMEDIATE CONTRACT TIME NUMBER 1 AND LIQUIDATED DAMAGES has been revised. |
| G-25 | The PROJECT SPECIAL PROVISION entitled SCHEDULE OF ESTIMATED COMPLETION PROGRESS has been revised. |
| New Pages ST-1 thru ST-17 | UNIT PROJECT SPECIAL PROVISION entitled Structures added |
C205195 (I-5716) Catawba County
The following revisions have been made to the Erosion Control plans.
Sheet No. Revision
EC-06 Revised to reflect changes made to Roadway Sheet 6
EC-12 Revised to reflect changes made to Roadway Sheet 6
Please void the above listed sheets in your plans and staple the revised sheets thereto.
The following Structure plans have been added.
Sheet No. Revision
Structure plan sheets added to show median to be
Title, S-1, S-2, SN
constructed on existing bridge
Please add the new Structure plan sheets to your plan set
The following revisions have been made to the proposal.
Page No. Revision
Note added that reads
Proposal Cover "Includes Addendum No. 1 Dated 07-28-2026".
Letting date revised
UNIT PROJECT SPECIAL PROVISION entitled Structures
Table of Contents
added
The PROJECT SPECIAL PROVISION entitled
CONTRACT TIME AND LIQUIDATED DAMAGES has
been revised.
G-5, G-6
The PROJECT SPECIAL PROVISION entitled
INTERMEDIATE CONTRACT TIME NUMBER 1 AND
LIQUIDATED DAMAGES has been revised.
The PROJECT SPECIAL PROVISION entitled SCHEDULE
G-25 OF ESTIMATED COMPLETION PROGRESS has been
revised.
New Pages ST-1 thru UNIT PROJECT SPECIAL PROVISION entitled Structures
ST-17 added
Please void the above listed existing pages in your proposal and staple the revised pages
thereto. Staple New Pages ST-1 thru ST-17 after Page TS-63 in your proposal.
On the item sheets the following pay item revisions have been made:
Item Description Old Quantity New Quantity
0066-2655000000-E 5" MONOLITHIC 1,820 SY 1,760 SY
852 CONCRETE ISLANDS
(KEYED IN)
0222-1891500000-N CONCRETE MEDIAN NEW ITEM LUMP SUM
SP
C205195 (I-5716) Catawba County
The Contractor's bid must include these pay item revisions.
The electronic bidding form has been updated on Bid Express to reflect these revisions.
The contract will be prepared accordingly.
Sincerely,
Jon Weathersbee, PE
State Contract Officer
JHW/jjr
Attachments
cc: Mr. Troy B. Brooks, PE Mr. Forrest Dungan, PE
Mr. Mark Stafford, PE Ms. Jaci Kincaid
Mr. Ken Kennedy, PE Project File (2)
Mr. Malcolm Bell
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH, N.C.
PROPOSAL
INCLUDES ADDENDUM No.1 DATED 07-28-2026
Aug 18, 2026 AT 02:00 PM
DATE AND TIME OF BID OPENING:
CONTRACT ID C205195
WBS 50133.3.1
FEDERAL-AID NO. 0402166
COUNTY CATAWBA
T.I.P NO. I-5716
MILES 0.726
ROUTE NO. I-40
LOCATION INTERCHANGE AT I-40 AND SR-1007 (LENOIR RHYNE BOULEVARD).
TYPE OF WORK GRADING, DRAINAGE, PAVING, AND SIGNALS.
NOTICE:
ALL BIDDERS SHALL COMPLY WITH ALL APPLICABLE LAWS REGULATING THE PRACTICE OF GENERAL CONTRACTING AS CONTAINED IN CHAPTER 87 OF THE
GENERAL STATUTES OF NORTH CAROLINA WHICH REQUIRES THE BIDDER TO BE LICENSED BY THE N.C. LICENSING BOARD FOR CONTRACTORS WHEN BIDDING
ON ANY NON-FEDERAL AID PROJECT WHERE THE BID IS $40,000 OR MORE, EXCEPT FOR CERTAIN SPECIALTY WORK AS DETERMINED BY THE LICENSING BOARD.
BIDDERS SHALL ALSO COMPLY WITH ALL OTHER APPLICABLE LAWS REGULATING THE PRACTICES OF ELECTRICAL, PLUMBING, HEATING AND AIR CONDITIONING
AND REFRIGERATION CONTRACTING AS CONTAINED IN CHAPTER 87 OF THE GENERAL STATUTES OF NORTH CAROLINA. NOTWITHSTANDING THESE LIMITATIONS
ON BIDDING, THE BIDDER WHO IS AWARDED ANY FEDERAL - AID FUNDED PROJECT SHALL COMPLY WITH CHAPTER 87 OF THE GENERAL STATUTES OF NORTH
CAROLINA FOR LICENSING REQUIREMENTS WITHIN 60 CALENDAR DAYS OF BID OPENING.
BIDS WILL BE RECEIVED AS SHOWN BELOW:
THIS IS A ROADWAY PROPOSAL
5% BID BOND OR BID DEPOSIT REQUIRED
C205195 I-5716 Catawba County
STANDARD SPECIAL PROVISIONS
AVAILABILITY OF FUNDS - TERMINATION OF CONTRACTS ..................................SSP-1
NCDOT GENERAL SEED SPECIFICATION FOR SEED QUALITY ................................SSP-2
ERRATA..................................................................................................................................SSP-5
PLANT AND PEST QUARANTINES ...................................................................................SSP-8
TITLE VI AND NONDISCRIMINATION: ...........................................................................SSP-9
MINORITY AND FEMALE EMPLOYMENT REQUIREMENTS ....................................SSP-18
REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTR CONTRACTS .......SSP-21
ON-THE-JOB TRAINING ....................................................................................................SSP-35
MINIMUM WAGES .............................................................................................................SSP-38
UNIT PROJECT SPECIAL PROVISIONS
TRAFFIC CONTROL .............................................................................................................. TC-1
LIGHTING ............................................................................................................................... LT-1
UTILITY BY OTHERS ......................................................................................................... UBO-1
EROSION CONTROL ............................................................................................................. EC-1
TRAFFIC SIGNALS .................................................................................................................TS-1
STRUCTURES ..........................................................................................................................ST-1
PERMITS ................................................................................................................................... P-1
PROPOSAL ITEM SHEET
ITEM SHEET(S)
C205195 I-5716 G-5 Catawba County
Materials that are not permanently incorporated into the completed project are not
subject to domestic content requirements. Materials are not permanently incorporated
when they are used solely to facilitate construction activities and do not perform an
ongoing structural, operational, or functional role after construction is complete.
Determinations regarding whether a material is permanently incorporated will be
made by the Engineer.
(D) Classification and Clarification of Materials
All items subject to domestic content requirements shall be classified as either an iron or
steel product, construction material, manufactured product, or a material not subject to
domestic content requirements based on their final form as delivered to the project site. Each
item may be classified into only one category and shall not be reclassified to avoid more
stringent requirements. Classification of a manufactured product does not relieve the
Contractor of compliance with iron and steel domestic manufacturing requirements
applicable to embedded iron or steel components when required by Federal law or regulation.
When an item's classification is uncertain or does not clearly fall within the listed categories,
the Contractor shall submit the item for review by the Engineer. Approval must be obtained
prior to procurement or incorporation into the project.
CONTRACT TIME AND LIQUIDATED DAMAGES:
(8-15-00) (Rev. 5-16-23) 108 SP1 G08 A
The date of availability for this contract is September 28, 2026 except that work in jurisdictional
waters and wetlands shall not begin until a meeting between the DOT, Regulatory Agencies, and
the Contractor is held as stipulated in the permits contained elsewhere in this proposal. This
delay in availability has been considered in determining the contract time for this project.
The completion date for this contract is February 28, 2029.
Except where otherwise provided by the contract, observation periods required by the contract
will not be a part of the work to be completed by the completion date and/or intermediate
contract times stated in the contract. The acceptable completion of the observation periods that
extend beyond the final completion date shall be a part of the work covered by the performance
and payment bonds.
The liquidated damages for this contract are Two Hundred Dollars ($ 200.00) per calendar day.
These liquidated damages will not be cumulative with any liquidated damages which may
become chargeable under Intermediate Contract Time Number 1.
INTERMEDIATE CONTRACT TIME NUMBER 1 AND LIQUIDATED DAMAGES:
(7-1-95) (Rev. 2-21-12) 108 SP1 G13 A
Except for that work required under the Project Special Provisions entitled Planting,
Reforestation and/or Permanent Vegetation Establishment, included elsewhere in this proposal,
the Contractor will be required to complete all work included in this contract and shall place and
maintain traffic on same.
The date of availability for this intermediate contract time is September 28, 2026.
C205195 I-5716 G-6 Catawba County
The completion date for this intermediate contract time is September 1, 2028.
The liquidated damages for this intermediate contract time are Two Thousand Four Hundred
Dollars ($ 2,400.00) per calendar day.
Upon apparent completion of all the work required to be completed by this intermediate date, a
final inspection will be held in accordance with Article 105-17 and upon acceptance, the
Department will assume responsibility for the maintenance of all work except Planting,
Reforestation and/or Permanent Vegetation Establishment. The Contractor will be responsible
for and shall make corrections of all damages to the completed roadway caused by his planting
operations, whether occurring prior to or after placing traffic through the project.
INTERMEDIATE CONTRACT TIME NUMBER 2 AND LIQUIDATED DAMAGES:
(2-20-07) 108 SP1 G14 A
The Contractor shall complete the required work of installing, maintaining, and removing the
traffic control devices for lane closures and restoring traffic to the existing traffic pattern. The
Contractor shall not close or narrow a lane of traffic on I-40 during the following time
restrictions:
DAY AND TIME RESTRICTIONS
Monday through Sunday, 6:00 A.M. to 9:00 P.M.
In addition, the Contractor shall not close or narrow a lane of traffic on I-40, detain and/or alter
the traffic flow on or during holidays, holiday weekends, special events, or any other time when
traffic is unusually heavy, including the following schedules:
HOLIDAY AND HOLIDAY WEEKEND LANE CLOSURE RESTRICTIONS
1. For unexpected occurrence that creates unusually high traffic volumes, as directed by
the Engineer.
2. For New Year's Day, between the hours of 6:00 A.M. December 31st and 9:00 P.M.
January 2nd. If New Year's Day is on a Friday, Saturday, Sunday or Monday, then until
9:00 P.M. the following Tuesday.
3. For Easter, between the hours of 6:00 A.M. Thursday and 9:00 P.M. Monday.
4. For Memorial Day, between the hours of 6:00 A.M. Friday and 9:00 P.M. Tuesday.
5. For Independence Day, between the hours of 6:00 A.M. the day before Independence
Day and 9:00 P.M. the day after Independence Day.
If Independence Day is on a Friday, Saturday, Sunday or Monday, then between the
hours of 6:00 A.M. the Thursday before Independence Day and 9:00 P.M. the Tuesday
after Independence Day.
6. For Labor Day, between the hours of 6:00 A.M. Friday and 9:00 P.M. Tuesday.
| Fiscal Year | Progress (% of Dollar Value) |
|---|---|
| 2027 (7/01/26 - 6/30/27) | 57% of Total Amount Bid |
| 2028 (7/01/27 - 6/30/28) | 40% of Total Amount Bid |
| 2029 (7/01/28 - 6/30/29) | 3% of Total Amount Bid |
C205195 I-5716 G-25 Catawba County
SCHEDULE OF ESTIMATED COMPLETION PROGRESS:
(7-15-08)(Rev. 6-16-26) 108-2 SP1 G58
The Contractor's attention is directed to the Standard Special Provision entitled Availability of
Funds Termination of Contracts included elsewhere in this proposal. The Department of
Transportation's schedule of estimated completion progress for this project as required by that
Standard Special Provision is as follows:
Fiscal Year Progress (% of Dollar Value)
2027 (7/01/26 - 6/30/27) 57% of Total Amount Bid
2028 (7/01/27 - 6/30/28) 40% of Total Amount Bid
2029 (7/01/28 - 6/30/29) 3% of Total Amount Bid
The Contractor shall also furnish his own progress schedule in accordance with Article 108-2 of
the Standard Specifications. Any acceleration of the progress as shown by the Contractor's
progress schedule over the progress as shown above shall be subject to the approval of the
Engineer.
DISADVANTAGED BUSINESS ENTERPRISE:
(10-16-07)(Rev. 10-21-25) 102-15(J) SP1 G61
Description
The purpose of this Special Provision is to carry out the U.S. Department of Transportation's
policy of ensuring nondiscrimination in the award and administration of contracts financed in
whole or in part with Federal funds. This provision is guided by 49 CFR Part 26.
Definitions
Additional DBE Subcontractors - Any DBE submitted at the time of bid that will not be used to
meet the DBE goal. No submittal of a Letter of Intent is required.
Committed DBE Subcontractor - Any DBE submitted at the time of bid that is being used to
meet the DBE goal by submission of a Letter of Intent. Or any DBE used as a replacement for
a previously committed DBE firm.
Contract Goal Requirement - The approved DBE participation at time of award, but not greater
than the advertised contract goal.
DBE Goal - A portion of the total contract, expressed as a percentage, that is to be performed by
committed DBE subcontractor(s).
Disadvantaged Business Enterprise (DBE) - A firm certified as a Disadvantaged Business
Enterprise through the North Carolina Unified Certification Program.
Goal Confirmation Letter - Written documentation from the Department to the bidder confirming
the Contractor's approved, committed DBE participation along with a listing of the committed
DBE firms.
ST-1
I-5716 Catawba County
Project Special Provisions
Structures
Falsework and Formwork (11-30-23) ........................................................... ST-2
Submittal of Working Drawings (1-31-25) .................................................... ST-7
Crane Safety (12-05-25) ......................................................................... ST-13
Grout for Structures (12-1-17) .................................................................... ST-14
Concrete Median (SPECIAL) .................................................................... ST-15
Surface Preparation (SPECIAL) .................................................................. ST-15
(cid:5)(cid:1)(cid:3)(cid:2)(cid:1)(cid:3)(cid:2)(cid:3)(cid:4)
ST-2
I-5716 Catawba County
PROJECT SPECIAL
PROVISIONS -STRUCTURES
FALSEWORK AND FORMWORK (11-30-23)
GENERAL
Use this Special Provision as a guide to develop temporary works submittals required by the
Standard Specifications or other provisions; no additional submittals are required herein. Such
temporary works include, but are not limited to, falsework and formwork.
Falsework is any temporary construction used to support the permanent structure until it becomes
self-supporting. Formwork is the temporary structure or mold used to retain plastic or fluid
concrete in its designated shape until it hardens. Access scaffolding is a temporary structure that
functions as a work platform that supports construction personnel, materials, and tools, but is not
intended to support the structure. Scaffolding systems that are used to temporarily support
permanent structures (as opposed to functioning as work platforms) are considered to be falsework
under the definitions given. Shoring is a component of falsework such as horizontal, vertical, or
inclined support members. Where the term "temporary works" is used, it includes all of the
temporary facilities used in bridge construction that do not become part of the permanent structure.
Design and construct safe and adequate temporary works that will support all loads imposed and
provide the necessary rigidity to achieve the lines and grades shown on the plans in the final
structure.
MATERIALS
Select materials suitable for temporary works; however, select materials that also ensure the safety
and quality required by the design assumptions. The Engineer has authority to reject material on
the basis of its condition, inappropriate use, safety, or nonconformance with the plans. Clearly
identify allowable loads or stresses for all materials or manufactured devices on the plans. Revise
the plan and notify the Engineer if any change to materials or material strengths is required.
DESIGN REQUIREMENTS
(A)Working Drawings
Provide working drawings for items as specified in the contract, or as required by the Engineer,
with design calculations and supporting data in sufficient detail to permit a structural and safety
review of the proposed design of the temporary work.
On the drawings, show all information necessary to allow the design of any component to be
checked independently as determined by the Engineer.
When concrete placement is involved, include data such as the drawings of proposed sequence,
rate of placement, direction of placement, and location of all construction joints.
When required, have the drawings and calculations prepared under the guidance of, and sealed
by, a North Carolina Registered Professional Engineer who is knowledgeable in temporary
works design.
See Also
Follow 6910--CRUCIAL LEARNING-GETTING THINGS DONE Active Contract Opportunity Notice ID 36C24626Q1083 Related Notice
VETERANS AFFAIRS, DEPARTMENT OF
Due by 9/22/2026