5 BID FORM.doc
DOC document 114 KB Posted
- 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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Other files
| File | Type | Posted |
|---|---|---|
| 5 ROADWAY TYPICAL ASPH _STAPLER_PEACH.docx | DOCX document | |
| 6 SEC 415_ogi.pdf | ||
| 6 SEC 652.pdf | ||
| 5 ROADWAY TYPICAL ASPH_JAMES MAXWELL_NEW HOPE.docx | DOCX document | |
| 6 SEC 162_165.pdf | ||
| 1COVER SHEET.doc | DOC document | |
| 5_F 150.pdf | ||
| AGREEMENT.doc | DOC document | |
| 5 ROADWAY TYPICAL ASPH_BROAD ST.docx | DOCX document | |
| E_verify affidavit.pdf | ||
| 5_B ss105.pdf | ||
| 5_A104.pdf | ||
| 6 SEC 400.pdf | ||
| i_9 2027.pdf | ||
| 5 Nicholson Roads PAVING MAP.pdf | ||
| BID BOND.doc | DOC document | |
| 5_E ss109.pdf | ||
| Security and Immigration AFfidavit.doc | DOC document | |
| 5_D ss108.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 |
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Text version
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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