| Location: | Georgia |
|---|---|
| Posted: | Jun 11, 2026 |
| Due: | Jul 16, 2026 |
| Agency: | State Government of Georgia |
| Type of Government: | State & Local |
| Category: |
|
| Solicitation No: | PE-61100-NONST-2026-000000128 |
| Publication URL: | To access bid details, please log in. |
| Event ID | Event Title | Government Entity | Start Date (ET) | End Date (ET) |
| PE-61100-NONST-2026-000000128 | 26-055-LH JEFFERSONVILLE ROAD SIDEWALK PROJECT (7/16/26) | Macon Bibb County Board Of Commissioners |
Jun 11, 2026 @ 04:57 PM
|
Jul 16, 2026 @ 12:00 PM
|
Start Date: Jun 11, 2026 @ 04:57 PM ET
End Date:
Jul 16, 2026 @ 12:00 PM ET
I. GENERAL
A. Invitation
1. Notice is hereby given that the Macon-Bibb County Board of Commissioners will receive sealed bids (1 original and Flash Drive) in the Procurement Department, Suite 308, Macon-Bibb City Hall, 700 Poplar Street, Macon, Georgia 31201, until 12:00 o¿clock NOON at the time legally prevailing in Macon, Georgia on Thursday, July 16, 2026, for Jeffersonville Road Sidewalk Project for Macon-Bibb County, Georgia.
2. NO BIDS WILL BE ACCEPTED AFTER THIS DESIGNATED TIME.
3. Bids will be publicly opened in the Macon-Bibb County Board of Commissioners Chamber on Thursday, July 16, 2026, at 2:00 pm.
4. Minority, Women Owned, and other Disadvantaged Business Enterprises are encouraged to participate in the solicitation process. Additionally, respondents are encouraged to use M/W/DBE subcontractors where possible. Small and other disadvantaged businesses requiring assistance with the competitive process can contact Charise Stephens, Director of Small Business Affairs at (478) 300-2297 or Cstephens2@maconbibb.us .
B. Bid Documents
1. Bid documents may be examined and obtained at the Macon-Bibb County Procurement Department, Suite 308, City Hall, 700 Poplar Street, Macon, Georgia 31201, by calling (478) 803-0550, or may be viewed and downloaded from one of the links included below:
Georgia Procurement Registry website http://ssl.doas.state.ga.us/PRSapp/PR_custom_index.jsp?agency=61100
Macon-Bibb County Procurement Page www.maconbibb.us/purchasing
C. Pre-Bid
1. A non-mandatory pre-bid conference is scheduled for 10:30 o¿clock a.m., Wednesday, June 24, 2026, in the Macon-Bibb Board of Commissioners Chambers located at 700 Poplar Street, Macon, GA 31201. Deadline for submission of questions is Friday, June 26, 2026, at 3:00 p.m. standard eastern time. Questions must be submitted via email to Lhardwick@maconbibb.us
D. Bid Bond
1. Bids, in order to be considered, shall be accompanied by a bid bond, payable to the Owner, in amount not less than
| Code | Description |
| 91382 | Maintenance and Repair, Sidewalk and Driveway, Including Removal |
| 91362 | Construction, Concrete, Pour-In-Place, Form, Place, Finish |
| 91347 | Construction, Sidewalk and Driveway, Including Pedestrian and Handicap Ramps |
Nancy Tharpe
ntharpe@maconbibb.us
478-803-0550
Bid Form
00300-1
PROJECT IDENTIFICATION:
Jeffersonville Road Sidewalk Extension
CONTRACT IDENTIFICATION AND NUMBER:
I & A Project No.: 0230-004-01
THIS BID IS SUBMITTED TO:
Macon-Bibb County Board of Commissioners
700 Poplar Street
Macon, Georgia 31201
THIS BID IS SUBMITTED FROM:
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 Contract Price and within the Contract
Time indicated in this Bid and in accordance with the other terms and conditions of the Contract
Documents.
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 sixty days after the day of Bid opening.
BIDDER will sign and submit the Agreement with the Bonds and other documents required by the
Bidding Requirements within fifteen days after the date of OWNER's Notice of Award.
Macon-Bibb County Board of Commissioners I & A Project No. 0230-004-01
Jeffersonville Road Sidewalk Extension January, 2026
Bid Form
00300-2
In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that:
BIDDER has examined copies of all the Bidding Documents and of the following Addenda (receipt
of all which is hereby acknowledged):
Date Number
______________________________________________________
______________________________________________________
BIDDER has familiarized itself with the nature and extent of the Contract Documents, Work, site,
locality, and all local conditions and Laws and Regulations that in any manner may affect cost,
progress, performance or furnishing of the Work.
BIDDER has studied carefully all reports and drawings of subsurface conditions and drawings of
physical conditions which are identified in the Supplementary Conditions as provided in paragraph
4.2 of the General Conditions, and accepts the determination set forth in paragraph 5 of the
Supplementary Conditions of the extent of the technical data contained in such reports and drawings
upon which BIDDER is entitled to rely.
BIDDER has obtained and carefully studied (or assumes responsibility for obtaining and carefully
studying) all such examinations, investigations, explorations, tests and studies (in addition to or to
supplement those referred to in (c) above) which pertain to the subsurface or physical conditions at
the site or otherwise may affect the cost, progress, performance or furnishing of the Work as
BIDDER considers necessary for the performance or furnishing of the Work at the Contract Price,
within the Contract Time and in accordance with the other terms and conditions of the Contract
Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and
no additional examinations, investigations, explorations, tests, reports or similar information or data
are or will be required by BIDDER for such purposes.
BIDDER has reviewed and checked all information and data shown or indicated on the Contract
Documents with respect to existing Underground Facilities at or contiguous to the site and assumes
responsibility for the accurate location of said Underground Facilities. No additional examinations,
investigations, explorations, tests, reports or similar information or data in respect of said
Underground Facilities are or will be required by BIDDER in order to perform and furnish the
Work at the Contract Price, within the Contract Time and in accordance with the other terms and
conditions of the Contract Documents, including specifically the provisions of paragraph 4.3 of the
General Conditions.
Macon-Bibb County Board of Commissioners I & A Project No. 0230-004-01
Jeffersonville Road Sidewalk Extension January, 2026
Bid Form
00300-3
BIDDER has correlated the results of all such observations, examinations, investigations,
explorations, tests, reports and studies with the terms and conditions of the Contract Documents.
BIDDER has given ENGINEER written notice of all conflicts, errors or discrepancies that it has
discovered in the Contract Documents and the written resolution thereof by ENGINEER is
acceptable to BIDDER.
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 an agreement or rules of any group, association,
organization or corporation; BIDDER has not directly or indirectly induced or solicited any other
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.
BIDDER agrees to commence work under this Agreement on or before a date to be specified in a
written "Notice to Proceed" of the OWNER and to fully complete the work within 150 consecutive
calendar days from the "Notice to Proceed" date.
BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to
complete the Work on time.
THE REST OF THIS PAGE INTENTIONALLY LEFT BLANK.
Macon-Bibb County Board of Commissioners I & A Project No. 0230-004-01
Jeffersonville Road Sidewalk Extension January, 2026
| ITEM | QTY | UNIT | DESCRIPTION | UNIT | TOTAL | ||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| NO. | PRICE | PRICE | |||||||||
| 1 | 1 | LS | Mobilization, Bonding, Insurance, Cleanup, Stakeout, Site Preparation, and Disposal of Debris | $ | $ | ||||||
| 2 | 1 | LS | Traffic Control | $ | $ | ||||||
| 3 | 1 | LS | Grading Complete | $ | $ | ||||||
| 4 | 663 | SY | Sidewalk Concrete (4" Thick) | $ | $ | ||||||
| 5 | 66 | SY | Driveway Concrete (6" Thick) on Prepared Subgrade | $ | $ | ||||||
| 6 | 1242 | LF | Sawed Joint in Existing Pavements (Conc. Or Asph.) | $ | $ | ||||||
| 7 | 1 | LS | Pavement Repair at Perry Rd. Intersection - including paving (59 SY) and water leak repair | $ | $ | ||||||
| 8 | 1196 | LF | 30" Curb & Gutter including base | $ | $ | ||||||
| 9 | 6 | EA | Concrete Ramp including Detectable Warning | $ | $ | ||||||
| 10 | 265 | LF | 8" Wide Solid White Striping (Perimeter of Crosswalk) | $ | $ | ||||||
| 11 | 227 | LF | 24" Wide Solid White Striping (Stop Bars & Center of Crosswalk) | $ | $ | ||||||
| 12 | 1 | LS | Extend Triple 24" Storm Drain including 24" RCP, Concrete Headwall & Concrete Collar | $ | $ | ||||||
| 13 | 27 | LF | Reinforced Concrete Pipe (RCP) - 24" | $ | $ | ||||||
| 14 | 8 | LF | Corrugated Plastic Pipe (CPP) - 12" | $ | $ | ||||||
| 15 | 41 | LF | Corrugated Plastic Pipe (CPP) - 15" | $ | $ | ||||||
| 16 | 528 | LF | Corrugated Plastic Pipe (CPP) - 18" | $ | $ | ||||||
| 17 | 1 | EA | Flared End Section (FES) - 24" | $ | $ | ||||||
| 18 | 4 | EA | Flared End Section (FES) - 15" | $ | $ | ||||||
| 19 | 1 | EA | Junction Box (JB1) Ring & Cover Top, Base & Subgrade | $ | $ | ||||||
| 20 | 4 | VF | Junction Box (JB1) | $ | $ | ||||||
| 21 | 5 | EA | Catch Basin (CB1-5) GDOT STD. 1019B Type V-1 Top, Base & Subgrade | $ | $ |
Bid Form
00300-4
Macon-Bibb County
Jeffersonville Road Sidewalk Extension
ITEM UNIT TOTAL
QTY UNIT DESCRIPTION
NO. PRICE PRICE
Mobilization, Bonding, Insurance,
1 1 LS Cleanup, Stakeout, Site Preparation,
and Disposal of Debris $ $
2 1 LS Traffic Control $ $
3 1 LS Grading Complete $ $
4 663 SY Sidewalk Concrete (4" Thick) $ $
Driveway Concrete (6" Thick) on
5 66 SY
Prepared Subgrade $ $
Sawed Joint in Existing Pavements
6 1242 LF
(Conc. Or Asph.) $ $
Pavement Repair at Perry Rd.
7 1 LS Intersection - including paving (59
SY) and water leak repair $ $
8 1196 LF 30" Curb & Gutter including base $ $
Concrete Ramp including Detectable
9 6 EA
Warning $ $
8" Wide Solid White Striping
10 265 LF
(Perimeter of Crosswalk) $ $
24" Wide Solid White Striping (Stop
11 227 LF
Bars & Center of Crosswalk) $ $
Extend Triple 24" Storm Drain
12 1 LS including 24" RCP, Concrete
Headwall & Concrete Collar $ $
13 27 LF Reinforced Concrete Pipe (RCP) - 24" $ $
14 8 LF Corrugated Plastic Pipe (CPP) - 12" $ $
15 41 LF Corrugated Plastic Pipe (CPP) - 15" $ $
16 528 LF Corrugated Plastic Pipe (CPP) - 18" $ $
17 1 EA Flared End Section (FES) - 24" $ $
18 4 EA Flared End Section (FES) - 15" $ $
Junction Box (JB1) Ring & Cover
19 1 EA
Top, Base & Subgrade $ $
20 4 VF Junction Box (JB1) $ $
Catch Basin (CB1-5) GDOT STD.
21 5 EA 1019B Type V-1 Top, Base &
Subgrade
$ $
Macon-Bibb County Board of Commissioners I & A Project No. 0230-004-01
Jeffersonville Road Sidewalk Extension January, 2026
| 22 | 24.5 | VF | Catch Basin (CB1-5) GDOT STD. 1019B Type V-1 | $ | $ |
|---|---|---|---|---|---|
| 23 | 2 | EA | Double Wing Catch Basin (CB6-7) GDOT STD. 1033B Top, Base & Subgrade | $ | $ |
| 24 | 7 | VF | Double Wing Catch Basin (CB6-7) GDOT STD. 1033B Top, Base & Subgrade | $ | $ |
| 25 | 1 | EA | Drop Inlet (DI1-3) - ADS Nyloplast 12" Drain Basin Top & Subgrade | $ | $ |
| 26 | 3.5 | VF | Drop Inlet (DI1-3) - ADS Nyloplast 12" Drain Basin | $ | $ |
| 27 | 2 | EA | Drop Inlet (DI1-3) - ADS Nyloplast 18" Drain Basin Top & Subgrade | $ | $ |
| 28 | 7 | VF | Drop Inlet (DI1-3) - ADS Nyloplast 18" Drain Basin | $ | $ |
| 29 | 1 | EA | Closed Flume Inlet - FDOT Index 425-061 | $ | $ |
| 30 | 255 | LF | 6" Watermain - Ductile Iron | $ | $ |
| 31 | 2 | EA | 6" Insertion Valve w/ Box & Concrete Collar | $ | $ |
| 32 | 2 | EA | Tie to Existing 6" Water Main | $ | $ |
| 33 | 1 | EA | Transfer of existing short side service to proposed water main including taping saddle, corp stop, service piping, etc. | $ | $ |
| 34 | 0.15 | TNS | DI Fittings | $ | $ |
| 35 | 15 | LF | 4" Gas Main | $ | $ |
| 36 | 75 | LF | 2" Gas Main | $ | $ |
| 37 | 2 | EA | Tie to Existing 4" Gas Main | $ | $ |
| 38 | 6 | EA | Tie to Existing 2" Gas Main | $ | $ |
| 39 | 2 | EA | Transfer of existing Gas Service to Proposed Gas Main including fittings, service piping, tie-in, etc. | $ | $ |
| 40 | 3 | EA | Remove & Replace Mailbox as needed | $ | $ |
| 41 | 1 | EA | Remove & Replace Signs as needed | $ | $ |
| 42 | 0.2 | AC | Clearing & Grubbing | $ | $ |
| 43 | 40 | HR | Exploratory Digging | $ | $ |
Bid Form
00300-5
Catch Basin (CB1-5) GDOT STD.
22 24.5 VF
1019B Type V-1 $ $
Double Wing Catch Basin (CB6-7)
23 2 EA GDOT STD. 1033B Top, Base &
Subgrade $ $
Double Wing Catch Basin (CB6-7)
24 7 VF GDOT STD. 1033B Top, Base &
Subgrade $ $
Drop Inlet (DI1-3) - ADS Nyloplast
25 1 EA
12" Drain Basin Top & Subgrade $ $
Drop Inlet (DI1-3) - ADS Nyloplast
26 3.5 VF
12" Drain Basin $ $
Drop Inlet (DI1-3) - ADS Nyloplast
27 2 EA
18" Drain Basin Top & Subgrade $ $
Drop Inlet (DI1-3) - ADS Nyloplast
28 7 VF
18" Drain Basin $ $
Closed Flume Inlet - FDOT Index
29 1 EA
425-061 $ $
30 255 LF 6" Watermain - Ductile Iron $ $
6" Insertion Valve w/ Box & Concrete
31 2 EA
Collar $ $
32 2 EA Tie to Existing 6" Water Main $ $
Transfer of existing short side service
to proposed water main including
33 1 EA
taping saddle, corp stop, service
piping, etc. $ $
34 0.15 TNS DI Fittings $ $
35 15 LF 4" Gas Main $ $
36 75 LF 2" Gas Main $ $
37 2 EA Tie to Existing 4" Gas Main $ $
38 6 EA Tie to Existing 2" Gas Main $ $
Transfer of existing Gas Service to
39 2 EA Proposed Gas Main including fittings,
service piping, tie-in, etc. $ $
Remove & Replace Mailbox as
40 3 EA
needed $ $
41 1 EA Remove & Replace Signs as needed $ $
42 0.2 AC Clearing & Grubbing $ $
43 40 HR Exploratory Digging
$ $
Macon-Bibb County Board of Commissioners I & A Project No. 0230-004-01
Jeffersonville Road Sidewalk Extension January, 2026
| 44 | 1 | LS | Erosion & Sedimentation Control including all BMPs not specifically itemized, inspections, maintenance and temporary grassing/mulching | $ | $ |
|---|---|---|---|---|---|
| 45 | 53 | SY | Storm drain outlet protection - St | $ | $ |
| 46 | 0.28 | AC | Temporary Grassing - Ds2 | $ | $ |
| 47 | 0.28 | AC | Permanent Grassing - Ds3 | $ | $ |
| 48 | 0.56 | TNS | Dry Mulch (2 Tons/Acre) - Ds1 | $ | $ |
| 49 | 405 | LF | Silt Fence Type "A" - Sd1-NS | $ | $ |
| 50 | 6 | EA | Haybale Check dams - Cd-Hb | $ | $ |
| 51 | 10 | EA | Inlet Sediment Trap - Sd2-F | $ | $ |
| 52 | 8 | EA | Inlet Sediment Trap - Sd2-P | $ | $ |
| TOTAL BASE BID | $ |
Bid Form
00300-6
Erosion & Sedimentation Control
including all BMPs not specifically
44 1 LS
itemized, inspections, maintenance
and temporary grassing/mulching $ $
45 53 SY Storm drain outlet protection - St $ $
46 0.28 AC Temporary Grassing - Ds2 $ $
47 0.28 AC Permanent Grassing - Ds3 $ $
48 0.56 TNS Dry Mulch (2 Tons/Acre) - Ds1 $ $
49 405 LF Silt Fence Type "A" - Sd1-NS $ $
50 6 EA Haybale Check dams - Cd-Hb $ $
51 10 EA Inlet Sediment Trap - Sd2-F $ $
52 8 EA Inlet Sediment Trap - Sd2-P $ $
TOTAL BASE BID $
Bidder agrees to furnish all materials, equipment and to perform all labor necessary for the
construction of the Jeffersonville Road Sidewalk Extension for the Macon-Bibb County Board
of Commissioners for the sum of:
Dollars ($ ).
The above lump sum and unit prices shown shall include all labor, materials, bailing, shoring
removal, overhead, profit, insurance, etc., to cover the finished work of the several kinds called for.
BIDDER understands that the OWNER reserves the right to reject any or all bids and to waive any
informalities in the bidding.
BIDDER understands that the attached construction specifications are for use as a general
guide. This project shall be constructed in accordance with the Georgia Department of
Transportations Standard Specifications for the Construction of Roads and Bridges, latest
edition.
BIDDER furthermore agrees that, in the case of a failure on his part to execute the Contract
Agreement and Bonds within fifteen days after receipt of conformed contract documents for
execution, the Bid Bond accompanying his bid and the monies payable thereon shall be paid into
the funds of the OWNER as liquidated damages for such failures.
The following documents are attached to and made a condition of this Bid:
a. Required Bid Bond for the sum of _________________________ Dollars
($_____________) according to the conditions of "Instructions to Bidders".
Macon-Bibb County Board of Commissioners I & A Project No. 0230-004-01
Jeffersonville Road Sidewalk Extension January, 2026
Bid Form
00300-7
b. Bid Data submitted by BIDDER that indicates standard specifications, details or
drawings with any deviation from the specifications indicated.
SUBMITTED on _____________________________, 20 ____.
BIDDER: ____________________________________________
By:
Printed:
Title:
Address:
Phone:
Fax:
Seal: (if bid by a Corporation)
Attested by:
END OF SECTION
Macon-Bibb County Board of Commissioners I & A Project No. 0230-004-01
Jeffersonville Road Sidewalk Extension January, 2026

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