5 BID FORM.doc

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Attached to
RESURFACING OF LAKEVIEW DR, BROAD ST, CEDAR DR, BLUE JAY CT, QUAIL RIDGE DR, WOODPECKER LN, STAPLER
Solicitation number
PE-66298-NONST-2026-000000002
Issued by
Barrow County, Georgia

About this file

This is a bid form document for the City of Nicholson, Georgia, related to a sealed bid solicitation for road resurfacing and repair services. The project encompasses approximately 3.14 miles of recycled asphaltic concrete resurfacing, patching, open grind in (OGI), striping, and shoulder filling work across multiple streets including Lakeview Drive, Broad Street, Cedar Drive, Blue Jay Court, Quail Ridge Drive, Woodpecker Lane, Stapler Drive, New Hope Drive, Peach Street, and James Maxwell Road. Sealed bids must be submitted to the City of Nicholson Office at 5488 US Highway 441 South, P.O. Box 365, Nicholson, Georgia 30565, by 9:00 a.m. local time on April 23, 2026, with public opening and reading immediately following. The bidding schedule includes a release date of March 25, 2026, a questions deadline of April 15, 2026, at 3:00 p.m., and answers distributed by April 20, 2026, at 5:00 p.m. All work must comply with current GDOT Standard Specifications, applicable Supplemental Specifications, and the Manual on Uniform Traffic Control Devices. The contract will be awarded as a single contract, with contract documents available from City Clerk Irma Robles at 706-757-3408 or cityclerk@nicholson-ga.com.

The bid form serves as the pricing instrument for contractor submission and will require bidders to provide costs for all materials, labor, tools, equipment, and appurtenances necessary for project completion. Addenda will be emailed to all bidders no later than April 20, 2026, at 5:00 p.m. The solicitation requires performance and payment bonds as part of the standard contract documents. No specific funding source, set-aside provisions, or incumbent contractor information is detailed in this bid form excerpt.

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5 ROADWAY TYPICAL ASPH _STAPLER_PEACH.docx DOCX document
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5 ROADWAY TYPICAL ASPH_JAMES MAXWELL_NEW HOPE.docx DOCX document
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1COVER SHEET.doc DOC document
5_F 150.pdf PDF
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E_verify affidavit.pdf PDF
5_B ss105.pdf PDF
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5_E ss109.pdf PDF
Security and Immigration AFfidavit.doc DOC document
5_D ss108.pdf PDF
5 ROADWAY TYPICAL ASPH.docx DOCX document
4 Instruction to Bidder.doc DOC document
5 SPECIAL PROVISION.docx DOCX document
CITY OF NICHOLSON.docx DOCX document
Corporate Certification.doc DOC document
5_C ss107.pdf PDF
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PRIVATE

ADVANCE \D 2.10ADVANCE \D 10.50

SECTION 00300

RESURFACING OF LAKEVIEW DR, BROAD ST, CEDAR DR, BLUE JAY CT, QUAIL RIDGE DR, WOODPECKER LN, STAPLER DR, NEW HOPE DR, PEACH ST, JAMES MAXWELL RD (PATCH), JAMES MAXWELL RD (PAVE CUL-DE-SAC)

THIS BID SUBMITTED TO:

City of Nicholson ATTN: Steve Nichols, Mayor 5488 US Hwy 441 S.

P.O. Box 365

Nicholson, Georgia 30565 706-757-3408 (Hereinafter called “OWNER”)

THIS BID SUBMITTED BY:

(Name)

(Address)

(Telephone)

(Hereinafter called “BIDDER”)

The undersigned Bidder, in compliance with your Invitation to Bid for the construction of this Project having examined the Contract Documents and the site of the proposed work, and being familiar with all of the conditions surrounding the construction of the proposed Project, including the availability of materials and labor, hereby propose to construct the Project in accordance with the Contract Documents.

The Bidder proposes and agrees, if this Bid is accepted, to contract with the City of Nicholson in the form of Contract Agreement specified, to furnish all necessary products, machinery, tools, apparatus, means of transportation and labor necessary to complete the construction of the Work in full and complete accordance with the reasonably intended requirements of the Contract Documents to the full and entire satisfaction of the City of Nicholson with a definite understanding that no money will be allowed for extra work except as set forth in the Contract Documents, for the following prices:

EXHIBIT A

City of Nicholson

(ESTIMATED QUANTITIES)

PAY ITEM
DESCRIPTION
UOM
ESTIMATED QUANTITY
UNIT PRICE
TOTAL PRICE
150-1000
TRAFFIC CONTROL
LS
1
210-0100
GRADING COMPLETE
LS
1
231-1250
MISCELLANEOUS CONSTRUCTION, UNPAVED ROADS, STREETS AND DRIVEWAYS
EA
80
310-1101
GR AGGR BASE CRS, INCL MATL
TN
300
402-1802
RECYLED ASPH CONC PATCHING, INCLUDING BITUM MATL & H LIME
TN
905

402-3102

RECYCLED ASPH CONC. 9.5MM SUPERPAVE,

TYPE II, BLEND 1 INCL BITUM & MATL & H

LIME

TN
2,458

402-3130

RECYCLED ASPH CONC. 12.5MM SUPERPAVE,

GP 2 ONLY, INCL BITUM & MATL & H

LIME

TN
782
413-0750
TACK COAT
GAL
4,550
415-5000
ASPH CONC OPEN GRADED CRACK RELIEF INTERLAYER, GP 2 ONLY, INCL BITUM MATL & H LIME
TN
1,793
652-2501
SOLID TRAFFIC STRIPE, 5 IN, WHITE
LM
3.56
652-2502
SOLID TRAFFIC STRIPE, 5 IN, YELLOW
LM
5.06
653-0100
THERMO, RR SYMBOL
EA
4
653-1704
THERMO SOLID TRAFFIC STRIPE 24”, WHITE
LF
150

TOTAL BID PRICE

RESURFACING

(ESTIMATED QUANTITIES)

ROAD NAME
MILEAGE
LENGTH (FT)
WIDTH
SQ Yds
TONS OF PATCHING
TONS OF

OGI

TONS OF TOPPING

9.5 mm

TONS OF TOPPING

12.5 mm

1
LAKEVIEW DR
0.26
1,373
21
3,203
50
184
290
0
2
BROAD ST
0.52
2,746
22
6,711
170
400
520
0
3
CEDAR DR
0.69
3,643
20
7,894
75
454
593
0
4
BLUE JAY CT
0.07
370
20
821
50
50
85
0
5
QUAIL RIDGE DR
0.43
2,270
21
5,171
300
310
420
0
6
WOODPECKER LN
0.57
3,010
20
6,688
200
395
550
0
7
STAPLER DR
0.30
1,584
19
3,256
40
0
0
418
8
NEW HOPE DR
0.05
264
15
440
0
0
0
54
9
PEACH ST
0.19
1,003
16
1,783
10
0
0
240
10
JAMES MAXWELL RD (PATCH)
0.01
53
7
15
10
0
0
0
11
JAMES MAXWELL RD (CUL-DE-SAC & TIE END TO ROAD)
0.05
264
14
411
0
0
0
70

EST. TOTAL QTY’S:

905
1793
2458
782

STRIPING/MARKINGS

(ESTIMATED QTY)

PRIORITY
ROAD NAME
MILEAGE
LENGTH (FT)
WIDTH
652-2501

SOLID TRAFFIC STRIPE, 5 IN, WHITE

LM

652-2502

SOLID TRAFFIC STRIPE, 5 IN, YELLOW

LM

653-0100

RR SYOMBOL

EA

653-1704

THERMO SOLID TRAFFIC STRIPE, 24 IN, WHITE

LF

1
LAKEVIEW DR
0.26
1,373
21
.52
.52
1
30
2
BROAD ST
0.52
2,746
22
1.04
1.04
1
46
3
CEDAR DR
0.69
3,643
20
0
1.38
2
20
4
BLUE JAY CT
0.07
370
20
0
.12
0
12
5
QUAIL RIDGE DR
0.43
2,270
21
.86
.86
0
10
6
WOODPECKER LN
0.57
3,010
20
1.14
1.14
0
10
7
STAPLER DR
0.30
1,584
19
0
0
0
0
8
NEW HOPE DR
0.05
264
15
0
0
0
12
9
PEACH ST
0.19
1,003
16
0
0
0
10
10
JAMES MAXWELL RD (PATCH)
0.01
53
7
0
0
0
0
11
JAMES MAXWELL RD (PAVE &CUL-DE-SAC)
0.05
264
14
0
0
0
0

EST. TOTAL QTY’S:

3.56
5.06
4
150

City of Nicholson

BID TOTAL

_____________________________________________ DOLLARS ($____________________)

The Bidder agrees hereby to commence Work under this Contract, with adequate personnel and equipment, on a date to be specified in a written order from the OWNER, and to fully complete WORK under this Contract within 210 consecutive calendar days from and including said date. Bidder further agrees to pay as liquidated damages the sum of $500.00 for each consecutive calendar day thereafter required to complete all work as provided in the Instructions to Bidders.

The Bidder declares an understanding that the quantities shown for unit price items are subject to either increase or decrease, and that should the quantities of any of the items of Work be increased, The Bidder proposes to do the additional Work at the unit prices stated herein; and should the quantities be decreased, the Bidder also understands that payment will be made on the basis of actual quantities at the unit price bid and will make no claim for additional costs or anticipated profits for any decrease in quantities; and that actual quantities will be determined upon completion of Work, at which time adjustment will be made to the Contract amount by direct increase or decrease.

In case of discrepancies between the figures shown in the unit prices and the totals, the unit prices shall apply and the totals shall be corrected to agree with the unit prices. In case of discrepancies between written amounts and figures, written amounts shall take precedence over figures and the sum of all. Bid extensions (of unit prices) plus lump sum items shall take precedence over BID TOTAL.

All work shall be completed in accordance with Georgia Department of Transportation Construction Specifications Standards, Georgia Erosion and Sedimentation Control Act of 1975, as amended, Section 402 of the Federal Clean Water Act, NPDES GAR 100002, and applicable codes, ordinances, rules, regulations and laws of local authorities having jurisdiction.

The Bidder furthermore agrees that, in the case of a failure to execute the Contract Agreement and Bonds with ten days after receipt of conformed Contract Documents for execution, the attached Bid Bond accompanying this Bid and the monies payable thereon shall be paid into the funds of the Owner as liquidated damages for such failure.

BIDDER acknowledges receipt of the following addenda:

Addenda No.
Date Received

BIDDER: _______________________________________________________________

By:

(Name Signed)

(Name Printed or Typed)

Title: _______________________________________________________________

Address: _______________________________________________________________

Phone: _______________________________________________________________

ATTEST: _______________________________________________________________

(Name Signed)

(Name Printed or Typed)

Title: _______________________________________________________________

(SEAL)

NOTE:

Attest for a corporation must be by the corporate secretary; for a partnership by another partner; for an individual by a Notary.

NOTE: If the Bidder is a corporation, the Bid shall be signed by an officer of the corporation; if a partnership, it shall be signed by a partner. If signed by others, authority for signature shall be attached.

The full names and addresses of persons or parties interested in the foregoing Bid, as principals, are as follows:

Name

Address

END OF SECTION

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