Project Information

Bid Title

RFQ/RFP #30848 - Woodlawn Dr and Claxton Dairy Rd Roundabout Addendum #2

Issuing Agency

City of Dublin

Location

Georgia

Published Date

Jan 30, 2026

Closing Date

Feb 5, 2026

Government Level

State & Local

Status

Closed

Original Source

Join to Access Full Details

Bid Inquiries

Join to Access Full Details

Bid Documents

Join to Access Full Details

Project Description

RFQ/RFP #30848 - Woodlawn Dr and Claxton Dairy Rd Roundabout
Invitation to Bid
Specifications

To request the Bid Set, email David Sawyer .
Addendum #1 - Questions and Answers
Addendum #2 - Updating the Bid Form

Attachment Preview

WOODLAWN DRIVE AT CLAXTON DAIRY ROAD ROUNDABOUT

PREPARED FOR:

THE CITY OF DUBLIN, GEORGIA

T&H PROJECT NO.

J–30848.0001

ADDENDUM NO. 2

January 28, 2026

GENERAL

This Addendum has been issued on behalf of the City of Dublin. The following information should

be considered by prospective bidders in preparation of their proposals and is hereby incorporated

into the Proposal Documents. Bidders shall be responsible for acknowledging receipt of this

addendum in the Bid Form, Document 00313. Failure to do so will result in the proposal being

considered non–responsive.

PART I – CONTRACT DOCUMENTS:

The Proposal Documents shall be changed in the following respects:

SECTION 00313 – BID FORM

1.

On Page 4, Line Item #1020, is revised to read:

1020 Lighting Allowance Prepayment

1

LS

$ 45,000.00

2.

Delete and replace with the attached Section 00313 – “Bid Form”.

3.

Bidders must use the enclosed form. NO OTHER FORM SHALL BE ACCEPTED.

THOMAS & HUTTON

________________________________

Corey Cook, PE

Project Manager

End of ADDENDUM NO. 2

Z:\30848\30848.0000\Documents\Construction\Bid\Addenda\Addendum #2\Dublin Woodlawn Claxton Dairy Roundabout - Addendum #2.docx

DOCUMENT 00313

BID FORM

00313 – 1

PROJECT IDENTIFICATION:

CONTRACT IDENTIFICATION

AND NUMBER:

THIS BID IS SUBMITTED TO:

Woodlawn Drive and

Claxton Dairy Road Roundabout

J –30848.0000

City of Dublin Engineering

1.

The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an

agreement with OWNER in the form included in the Contract Documents to perform and

furnish all Work as specified or indicated in the Contract Documents for the Bid Price and

within the Bid Times indicated in this Bid and in accordance with the other terms and

conditions of the Contract Documents.

2.

BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid

and Instructions to Bidders, including without limitation those dealing with the disposition

of Bid security. This Bid will remain subject to acceptance for 90 days after the day of Bid

opening, or for such longer period of time BIDDER may agree to in writing upon request

of OWNER.

3.

In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that:

a.

BIDDER has examined and carefully studied the Plans and Specifications for the

work and contractual documents related thereto, and has read all Technical

Provisions, Supplementary Conditions, and General Conditions, furnished prior to

the opening of Bids and can fulfill the requirements of the work to be performed.

b.

BIDDER further acknowledges hereby receipt of the following Addenda:

ADDENDUM NO.

1

2

DATE

01/27/2026

01/28/2026

c.

BIDDER has visited the site and become familiar with and is satisfied as to the

general, local and site conditions possibly affecting cost, progress, performance

and furnishing of the Work.

d.

BIDDER is familiar with and is satisfied to all federal, state, and local Laws and

Regulations possibly affecting cost, progress, performance and furnishing of the

Work.

e.

BIDDER has carefully studied all reports of explorations and tests of subsurface

conditions at or contiguous to the site and all drawings of physical conditions in or

relating to existing surface or subsurface structure at or contiguous to the site

Z:\30848\30848.0000\Documents\Construction\Bid\Addenda\Addendum #2\00313 - Bid Form revised per Addendum #2.doc

Revised per Addendum #2 dated January 28, 2026

00313 – 2

(except underground Facilities) have been identified in the Supplementary

Conditions. BIDDER acknowledges such reports and drawings are not Contract

Documents and may not be complete for BIDDER’s purposes. BIDDER

acknowledges OWNER and Engineer do not assume responsibility for the

accuracy or completeness of information and data shown or indicated in the

Bidding Documents with respect to Underground Facilities at or contiguous to the

site. BIDDER has obtained and carefully studied (or assumes responsibility for

having done so) all such additional or supplementary examinations,

investigations, explorations, tests, studies and data concerning conditions

(surface, subsurface and Underground Facilities) at or contiguous to the site or

otherwise which may affect cost progress, performance or furnishing of the work

or which relate to any aspect of the means, methods, techniques, sequences

and procedures of construction to be employed by BIDDER and safety

precautions and programs incident thereto. BIDDER does not consider any

additional examinations, investigations, explorations, tests, studies, or data are

necessary for the determination of this Bid for performance and furnishing of the

Work in accordance with the times, price and other terms and conditions of the

Bidding Documents.

f.

BIDDER is aware of the general nature of Work to be performed by Owner and

others at the site relating to Work for which this Bid is submitted as indicated in the

Bidding Documents.

g.

BIDDER has correlated the information known to BIDDER, information and

observations obtained from visits to the site, reports and drawings identified in the

Bidding Documents and all additional examinations, investigations, explorations,

tests, studies, and data with the Bidding Documents.

h.

BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities, or

discrepancies BIDDER has discovered in the Bidding Documents and the written

resolution thereof by ENGINEER is acceptable to BIDDER. The Bidding Documents

are generally sufficient to indicate and convey understanding of all terms and

conditions for performing and furnishing the Work for which this Bid is submitted.

i.

This bid is genuine and not made in the interest of or on behalf of any undisclosed

person, firm or corporation and is not submitted in conformity with any

agreement or rules of any group, association, organization or corporation; BIDDER

has not directly or indirectly induced or solicited any other Bidder to submit a false

or sham Bid; BIDDER has not solicited or induced any person, firm or corporation

to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself

any advantage over any other Bidder or over OWNER.

4.

BIDDER will complete the Work in accordance with the Contract Documents for the

following price(s):

Z:\30848\30848.0000\Documents\Construction\Bid\Addenda\Addendum #2\00313 - Bid Form revised per Addendum #2.doc

Revised per Addendum #2 dated January 28, 2026

00313 – 3

ITEM

WOODLAWN DRIVE AND CLAXTON DAIRY ROAD ROUNDABOUT

DESCRIPTION

QUANTITY

UNITS MEASURE

PER UNIT

ROADWAY CONSTRUCTION

150–1000 Traffic Control

1

LS

151–1000 Mobilization

1

LS

163–0232 Temporary Grassing

4

AC

163–0240 Mulch

38

TN

163–0301

163–0550

Construct and Remove

Construction Exits

Construct and Remove Inlet

Sediment Trap

2

EA

32

EA

165–0010

Maintenance of Temporary Silt

Fence, Type A

2,900

LF

165–0101 Maintenance of Construction Exits

2

EA

165–0105

167–1000

Maintenance of Inlet Sediment

Traps

Water Quality Monitoring and

Sampling

32

EA

1

EA

167–1500 Water Quality Inspections

9

MO

171–0010 Temporary Silt Fence, Type A

2,900

LF

205–0001 Unclass Excav

200

CY

207–0203 Found Bkfill Matl, Tp 2

160

CY

210–0100 Grading Complete

1

LS

310–5080

Gr Aggr Base Crs, 8 Inch, Incl

Material

2,500

SY

402–1812

Recycled Asph Conc Leveling, Inc

Bitum Matl & H Lime

600

TN

Aph Conc 12.5 MM Superpave, GP

402–3130 2 Only, Incl Bitum Matl & H Lime

900

TN

(1.5")

402–3190

Asph Conc 19mm Superpave, GP 1

or 2, Incl Bitum Matl & H Lime (2")

200

TN

413–0750 Tack Coat

900

GL

432–0206

Mill Asph Conc Pvmt, 1 1/2 Inch

Depth

800

SY

439–0022

Plain PC Conc Pvmt, CL 3 Conc, 10

Inch Thk

800

SY

441–0104 Conc Sidewalk, 4 In

900

SY

441–0748 Concrete Median, 6 In

600

SY

441–5001 Concrete Header Curb, 4 in, TP 1

200

LF

441–5004 Concrete Header Curb, 10 in, TP 4

92

LF

441–5025 Concrete Header Curb, 4 In, TP 9

400

LF

441–6222 Conc Curb & Gutter, 8in X 30in, TP 2

2,400

LF

COST

TOTAL COST

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

Z:\30848\30848.0000\Documents\Construction\Bid\Addenda\Addendum #2\00313 - Bid Form revised per Addendum #2.doc

Revised per Addendum #2 dated January 28, 2026

00313 – 4

441–6745 Conc Curb & Gutter, 8in X 32in, TP 9

300

LF

$

–

446–1100

Pvmt Reinf Fabric Strips, TP2, 18 Inch

Width

800

LF

500–9999

Class B Conc, Base or Pvmt

Widening

100

CY

550–5180 Storm Drain Pipe, 18 In, Class III

155

LF

550–5240 Storm Drain Pipe, 24 In, Class III

270

LF

550–5360 Storm Drain Pipe, 36 In, Class III

185

LF

550–5480 Storm Drain Pipe, 48 In, Class III

290

LF

611–8050 Adjust Manhole to Grade

8

EA

634–1200 Right Of Way Markers

14

EA

636–1033

Highway Signs, TP1 Matl, Refl

Sheeting, TP9

25

SF

636–1036

Highway Signs, TP1 Matl, Refl

Sheeting, TP11

175

SF

636–1041

Highway Signs, TP2 Matl, Refl

Sheeting, TP9

175

SF

636–2070 Galv Steel Posts, TP7

910

LF

653–0130

Thermoplastic Pvmt Marking, Arrow,

TP 3

4

EA

653–0296

Thermoplastic Pvmt Marking, Word,

TP 15

4

EA

653–1804

Thermoplastic Solid Traf Stripe, 8 In,

White

2,330

LF

653–1906

Thermoplastic Solid Traf Stripe, 6 In,

White

3,315

LF

653–2602

Thermoplastic Solid Traf Stripe, 6 In,

Yellow

4,690

LF

653–4830

Thermoplastic Skip Traf Stripe, 18 In,

White

100

GLF

653–6006 Thermoplastic Traf Striping, Yellow

460

SY

668–2100 Drop Inlet, GP 1

15

EA

668–4300 Storm Sewer Manhole, TP1

3

EA

668–5000 Junction Box

1

EA

668–7018 Drain Inlet, 18 In

3

EA

700–6910 Permanent Grassing

2.00

AC

700–7000 Agricultural Lime

6.00

TN

700–8000 Fertilizer Mixed Grade

2.00

TN

700–8100 Fertilizer Nitrogen Content

80

LB

1005

Install 1" PVC Line, Service Line, and

Meter

1

LS

1010 Adjust Gas Valves

2

EA

1015 Adjust Water Valves

2

EA

1020 Lighting Allowance Pre–payment

1

LS

1025 Red Maple 15 gal

4

EA

1026 Green Velvet Boxwood 3 gal.

50

EA

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$

–

$ 45,000.00

$

–

$

–

Z:\30848\30848.0000\Documents\Construction\Bid\Addenda\Addendum #2\00313 - Bid Form revised per Addendum #2.doc

Revised per Addendum #2 dated January 28, 2026

* Disclaimer: Government BidHub provides information on bids, RFPs (Requests for Proposals), and RFQs (Requests for Qualifications) solely for convenience and informational purposes. This site is not an official public notice board. For official details, responses, or inquiries, please contact the relevant government agency directly.