Project Information

Bid Title

DF18312.2023011 - REPLACING HELENE DAMAGED BRIDGE NO. 262 IN CLEVELAND CO. Addendum 1

Issuing Agency

Division of Highways

Location

North Carolina

Published Date

Mar 13, 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

DL00380

POC

DF18312.2023011 - REPLACING HELENE DAMAGED BRIDGE NO. 262 IN CLEVELAND CO.

• 032426_DL00380_CLEV_ADD1.pdf
  Doc. Type:
  Addendum
  Description: DF18312.2023011 - REPLACING HELENE DAMAGED BRIDGE NO. 262 IN CLEVELAND CO. POC
• 032426_DL00380_CLEV_INVITE.pdf
  Doc. Type:
  Invitation to Bid
  Description: DF18312.2023011 - REPLACING HELENE DAMAGED BRIDGE NO. 262 IN CLEVELAND CO. POC
• 032426_DL00380_CLEV_PLAN.pdf
  Doc. Type:
  Plans
  Description: DF18312.2023011 - REPLACING HELENE DAMAGED BRIDGE NO. 262 IN CLEVELAND CO. POC
• 032426_DL00380_CLEV_PROP_ADD1.pdf
  Doc. Type:
  Proposals
  Description: DF18312.2023011 - REPLACING HELENE DAMAGED BRIDGE NO. 262 IN CLEVELAND CO. POC
• 0432426_DL00380_CLEV_SUBSFC.pdf
  Doc. Type:
  Contract Information
  Description: DF18312.2023011 - REPLACING HELENE DAMAGED BRIDGE NO. 262 IN CLEVELAND CO. POC
• DL00380.001x
  Doc. Type:
  Electronic Bidding Addendum
  Description: DF18312.2023011 - REPLACING HELENE DAMAGED BRIDGE NO. 262 IN CLEVELAND CO. POC
• DL00380.ebsx
  Doc. Type:
  Electronic Bidding File
  Description: DF18312.2023011 - REPLACING HELENE DAMAGED BRIDGE NO. 262 IN CLEVELAND CO. POC

Attachment Preview

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JOSH STEIN

GOVERNOR

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

DANIEL H. JOHNSON

SECRETARY

March 13, 2026

Contract No.: DL00380

WBS No.: DF18312.2023011

FA Number: Helene

County:

Cleveland

Description: Replacing Bridge No. 262 on SR 1529.

March 24, 2026 Letting

RE: Addendum #1 to Contract No. DL00380

To Whom It May Concern:

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

The following revisions have been made to the proposal and proposal item sheets:

Sheet No.

R-17

S-2

S-5

Revision

Special Provision entitled Streambank Reestablishment has

been added to the proposal.

Pay Item No. 20 has been revised to Select Mater ial, Class VII

Pay Item No. 95 for Type 1 Bridge Approach Fill, Sta. 16+ 16.

07 (LS) has been added.

Please download the revised proposal named 032426_DL00380_CLEV_PROPADDl

from the Division 12 Bid Page and discard any previous versions. You are also required

to download and apply the addendum file when bidding. The electronic bid file and

addendum file are 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

Mailing Address:

NC DEPARTMENT OF TRANSPORTATION

DIVISION 12

POBOX47

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

DL00380 DF18312.2023011

R-17

Cleveland County

STREAMBANK REESTABLISHMENT

Description

The Contractor shall construct and reestablish the streambank areas at the locations shown on the

plans, in accordance with the details, as directed by the Engineer using coir fiber matting, earthen

material and Class VII Select Material.

Materials

All materials shall meet the requirements of Division 10 of the Standard Specifications.

Payment

Coir Fiber Mat will be measured and paid in accordance with Section 1629 of the Standard

Specifications.

Select Material, Class VII will be measured and paid in tons, in accordance with Article 106-7 of

the Standard Specifications, for all material accepted and placed.

The contract unit prices for Lump Sum Grading, Coir Fiber Mat and Select Material, Class VII

will be considered full compensation for all labor, equipment and materials necessary to

complete the work of Streambank Reestablishment.

Pay Item

Select Material, Class VII

Pay Unit

Ton

Mar 13, 2026 2:05 PM

County: CLEVELAND

Line

#

Item Number

0001 0000100000-N

0002 0000400000-N

0003 0043000000-N

0004 0050000000-E

0005 0057000000-E

0006 0134000000-E

0007 0195000000-E

0008 0196000000-E

0009 0318000000-E

0010 0321000000-E

0011 0335200000-E

0012 0335600000-E

0013 0448000000-E

0014 0995000000-E

0015 1121000000-E

0016 1220000000-E

0017 1491000000-E

S-1

ITEMIZED PROPOSAL FOR CONTRACT NO. DL00380

Sec Description

#

ROADWAY ITEMS

800 MOBILIZATION

Quantity Unit Cost

Lump Sum

L.S.

801 CONSTRUCTION SURVEYING

Lump Sum

L.S.

226 GRADING

Lump Sum

L.S.

226 SUPPLEMENTARY CLEARING &

GRUBBING

226 UNDERCUT EXCAVATION

240 DRAINAGE DITCH EXCAVATION

265 SELECT GRANULAR MATERIAL

270 GEOTEXTILE FOR SOIL

STABILIZATION

300 FOUNDATION CONDITIONING

MATERIAL, MINOR STRUCTURES

300 FOUNDATION CONDITIONING

GEOTEXTILE

305 15" DRAINAGE PIPE

305 36" DRAINAGE PIPE

310 ****" RC PIPE CULVERTS, CLASS IV

(54")

340 PIPE REMOVAL

520 AGGREGATE BASE COURSE

545 INCIDENTAL STONE BASE

610 ASPHALT CONC BASE COURSE, TYPE

B25.0C

1

ACR

225

CY

98

CY

200

CY

200

SY

20

TON

50

SY

36

LF

40

LF

56

LF

82

LF

75

TON

75

TON

500

TON

Page 1 of 6

Amount

Mar 13, 2026 2:05 PM

County: CLEVELAND

Line

#

0018

Item Number

1523000000-E

0019 1575000000-E

0020 0314000000-E

0021 2022000000-E

0022 2026000000-E

0023 2036000000-E

0024 2044000000-E

0025 2070000000-N

0026 2077000000-E

0027 2220000000-E

0028 2286000000-N

0029 2367000000-N

0030 2556000000-E

0031 3030000000-E

0032 3045000000-E

0033 3150000000-N

0034 3180000000-N

S-2

ITEMIZED PROPOSAL FOR CONTRACT NO. DL00380

Sec Description

#

610 ASPHALT CONC SURFACE COURSE,

TYPE S9.5C

Quantity Unit Cost

435

TON

620 ASPHALT BINDER FOR PLANT MIX

50

TON

SP SELECT MATERIAL, CLASS *****

CLASS VII

500

TON

815 SUBDRAIN EXCAVATION

22.4

CY

815 GEOTEXTILE FOR SUBSURFACE

100

DRAINS

SY

815 SUBDRAIN COARSE AGGREGATE

16.8

CY

815 6" PERFORATED SUBDRAIN PIPE

100

LF

815 SUBDRAIN PIPE OUTLET

1

EA

815 6" OUTLET PIPE

6

LF

838 REINFORCED ENDWALLS

5

CY

840 MASONRY DRAINAGE STRUCTURES

1

EA

840 FRAME WITH TWO GRATES, STD

1

840.29

EA

846 SHOULDER BERM GUTTER

25

LF

862 STEEL BEAM GUARDRAIL

87.5

LF

862 STEEL BEAM GUARDRAIL, SHOP

87.5

CURVED

LF

862 ADDITIONAL GUARDRAIL POSTS

5

EA

862 GUARDRAIL ANCHOR UNITS, TYPE

1

******

EA

(B-83 SHOP CURVED)

Page 2 of 6

Amount

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