Project Information

Bid Title

BP12.C001.3 - REPLACING CULVERT NO. 010304 ON SR 1419 IN ALEXANDER COUNTY Addendum 1

Issuing Agency

Division of Highways

Location

North Carolina

Published Date

Apr 17, 2026

Closing Date

Apr 28, 2026

Government Level

State & Local

Status

Closed

Original Source

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Bid Documents

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Project Description

DL00381

POC

BP12.C001.3 - REPLACING CULVERT NO. 010304 ON SR 1419 IN ALEXANDER COUNTY

• 042826_DL00381_ALEX_ADD1.pdf
  Doc. Type:
  Addendum
  Description: BP12.C001.3 - REPLACING CULVERT NO. 010304 ON SR 1419 IN ALEXANDER COUNTY POC
• 042826_DL00381_ALEX_INVITE.pdf
  Doc. Type:
  Invitation to Bid
  Description: BP12.C001.3 - REPLACING CULVERT NO. 010304 ON SR 1419 IN ALEXANDER COUNTY POC
• 042826_DL00381_ALEX_PLAN_ADD1.pdf
  Doc. Type:
  Plans
  Description: BP12.C001.3 - REPLACING CULVERT NO. 010304 ON SR 1419 IN ALEXANDER COUNTY POC
• 042826_DL00381_ALEX_PROP_ADD1.pdf
  Doc. Type:
  Proposals
  Description: BP12.C001.3 - REPLACING CULVERT NO. 010304 ON SR 1419 IN ALEXANDER COUNTY POC
• DL00381.001x
  Doc. Type:
  Electronic Bidding Addendum
  Description: BP12.C001.3 - REPLACING CULVERT NO. 010304 ON SR 1419 IN ALEXANDER COUNTY POC
• DL00381.ebsx
  Doc. Type:
  Electronic Bidding File
  Description: BP12.C001.3 - REPLACING CULVERT NO. 010304 ON SR 1419 IN ALEXANDER COUNTY POC

Attachment Preview

JOSH STEIN

GOVERNOR

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

DANIEL H. JOHNSON

SECRETARY

April 17, 2026

Contract No.: DL00381

WBS No.: BP12.C001.3

FA Number: State Funded

County:

Alexander

Description: Replacing Culvert #010304 on SR 1419

April 28, 2026 Letting

RE: Addendum #1 to Contract No. DL00381

To Whom It May Concern:

Reference is made to the proposal and plans furnished to you on this project.

The following revisions have been made to the proposal:

Sheet No.

G-2

G-2

ST-19 & ST-20

S-1 THRU S-4

Revision

Special Provision entitled Contract Time and Liquidated

Damages – completion date has been revised.

Special Provision entitled Intermediate Contract Time Number

1 and Liquidated Damages – completion date has been revised.

Special Provision entitled Moment Slab has been added.

Pay item quantity for Steel Beam Guardrail has been revised

and a pay item quantity for Moment Slab has been added.

The following revisions have been made to the plans:

Sheet No.

3B-1

4

Revision

Plan sheet has been revised to reflect changes in the guardrail

design.

Plan sheet has been revised to reflect changes in the guardrail

design.

Mailing Address:

NC DEPARTMENT OF TRANSPORTATION

DIVISION 12

PO BOX 47

SHELBY, NC 28151-0047

Telephone: (980) 552-4200

Fax: (704) 480-5401

Courier: 06-53-03

Website: www.ncdot.gov

Location:

1710 E. MARION STREET

SHELBY, NC 28152

C-1 thru C-5

SN

Plan sheets have been revised to reflect changes in the guardrail

design.

Plan sheet has been revised to reflect changes in the guardrail

design.

Please download the revised proposal named 042826_DL00381_ALEX_PROP_ADD1

and revised plans named 042826_DL00381_PLANS_ADD1 from the Division 12 Bid

Page and discard any previous versions. Please also download the electronic bidding file

addendum available on the Division 12 Bid Page, located at

https://connnect.ncdot.gov/letting/Pages/Division12Letting, or from our current

electronic bidding provider (Bidx) through their website.

The contract will be prepared accordingly

If you have any questions please contact the Division Office at (980) 552-4222.

Sincerely,

Greg Brittain

Contracts Engineer

Attachments

Cc: Cole Gurley, PE, Deputy Division Engineer

Rodney Gantt, Division Construction Engineer

Bryan Sowell, PE, Division Project Development Engineer

Christian Listoe, PE, Asst. Division Construction Engineer

DL00381

G-2

Alexander County

CONTRACT TIME AND LIQUIDATED DAMAGES:

(4-17-12) (Rev. 5-16-23)

108

The date of availability for this contract is June 8, 2026

SP1 G08 C

The completion date for this contract is April 30, 2027.

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 June 8, 2026.

The completion date for this intermediate contract time is October 30, 2026.

The liquidated damages for this intermediate contract time are One Thousand Dollars

($ 1,000.00) 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.

BP12-C001

Payment shall be made under:

Pay Item

Culvert Excavation

Foundation Conditioning Material

ST-19

Alexander County

Pay Unit

Lump Sum

Ton

MOMENT SLAB

(SPECIAL)

GENERAL

This special provision shall govern materials, forming and all other related work in the

construction of a moment slab in accordance with applicable parts of the Standard

Specifications, the details shown on the plans and as outlined in this special provision.

MATERIALS

Use Class AA concrete and a coarse aggregate gradation of 78M and shall conform to Section

1000 of the Standard Specifications. The Class AA concrete shall contain fly ash or ground

granulated blast furnace slag at the substitution rate specified in Article 1024-1 and in

accordance with Articles 1024-5 and 1024-6 of the Standard Specifications. Construct the

moment slab according to the existing grade and thickness as shown in the plans. Reinforcing

steel shall be ASTM A615, Grade 60 and shall conform to Section 1070 of the Standard

Specifications.

CONSTRUCTION METHODS

The moment slab shall be placed and finished in accordance with Section 420-4 of the

Standard Specifications. The requirements of Section 420-20 of the Standard Specifications

will apply to placing vehicles and construction equipment on the finished moment slab.

Curing methods for the moment slab will conform to Section 420-15 of the Standard

Specifications.

MEASUREMENT

The moment slab will be measured by the linear feet of the moment slab as shown on the

plans.

BASIS OF PAYMENT

The moment slab will be made based on the linear feet quantity as shown on the plans.

Where the plans have been revised, the quantity to be paid for will be the quantity shown on

the revised plans.

The unit bid per linear feet will be full compensation for all work covered by the Special

Provision and applicable parts of the Standard Specifications, including, but not limited to

BP12-C001

ST-20

Alexander County

all labor, tools, equipment and incidentals required to furnishing and place concrete,

reinforcing steel, curing and any other material; erecting and removing any falsework and

forms; protecting concrete in wind, rain, low humidity, high temperatures or other

unfavorable weather; finishing and curing concrete.

Payment shall be made under:

Moment Slab …………………………………….…………………. Linear Feet

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