00030 Advertisement for Bids.pdf

2026 Grayson Road Resurfacing Program II: CONTRACT # 27-01 ADVERTISEMENT FOR BIDS P26-106 / September 2026 00030-1

SECTION 00030

ADVERTISEMENT FOR BIDS

PROJECT: 2026 GRAYSON ROAD RESURFACING PROGRAM II: CONTRACT # 27-01 – Wilshire, Windsor Creek & Grayson Parkway (S.R. 84) OWNER: City of Grayson ENGINEER: Precision Planning, Inc.

Sealed bids will be received by the OWNER for a General Contractor to furnish all materials labor, tools, equipment, and any other miscellaneous items necessary for paving improvements at Wilshire Subdivision, Windsor Creek Subdivision & Grayson Parkway (S.R. 84) located in Grayson, Georgia.

PROJECT SCOPE:

This project has two components: (1) road resurfacing in both Wilshire Subdivision & Windsor Creek Subdivision, and

(2) permanent road closure measures along Grayson Parkway (S.R. 84) at Rock Springs Road.

(1) Road Resurfacing in the Wilshire Subdivision: The project consists of edge milling, final coat of asphalt topping, and striping of crosswalk and stop bars.

A more detailed scope of work items per street is listed below:

WILSHIRE DRIVE FROM THE INTERSECTION AT GRAYSON PARKWAY (S.R. 84) FOR APPROX. 2,038 LF

TO THE END AT CUL-DE-SAC:

• EDGE (4 FT.) MILL THE SURFACE COAT OF ASPHALT (APPROX. 1.5” IN DEPTH) ALONG THE ENTIRE

LENGTH BOTH SIDE OF THE STREET (APPROX 4,076 LF).

• APPLY FINAL 1½” OF ASPHALT SURFACE TOPPING (APPROX. 509 TN)

• STRIPE 1 STOP BAR (APPROX. 12 LF)

• STRIPE NEW CROSSWALK (APPROX. 174 LF)

WILSHIRE COURT FROM THE INTERSECTION AT WILSHIRE DRIVE FOR APPROX. 850 LF TO THE END AT

CUL-DE-SAC:

• EDGE (4 FT.) MILL THE SURFACE COAT OF ASPHALT (APPROX. 1.5” IN DEPTH) ALONG THE ENTIRE

LENGTH BOTH SIDE OF THE STREET (APPROX 1,700 LF).

• APPLY FINAL 1½” OF ASPHALT SURFACE TOPPING (APPROX. 250.5 TN)

• STRIPE 1 STOP BAR (APPROX. 12 LF)

Road Resurfacing in the Windsor Creek Subdivision: The project consists of edge milling, final coat of asphalt topping, adjusting manholes, and striping of stop bars.

A more detailed scope of work items per street is listed below:

WINDSOR CREEK DRIVE FROM THE INTERSECTION AT KEELING MILL TERRACE FOR APPROX. 3,382 LF

TO THE END AT CUL-DE-SAC:

• EDGE (4 FT.) MILL THE SURFACE COAT OF ASPHALT (APPROX. 1.5” IN DEPTH) ALONG THE ENTIRE

LENGTH BOTH SIDE OF THE STREET (APPROX 6,764 LF).

• APPLY FINAL 1½” OF ASPHALT SURFACE TOPPING (APPROX. 787 TN)

• ADJUST 17 MANHOLE LIDS TO GRADE WITH SPACERS

KEELING MILL TERRACE FROM THE INTERSECTION AT WINDSOR CREEK DRIVE FOR APPROX. 640 LF

TO THE END AT CUL-DE-SAC:

• EDGE (4 FT.) MILL THE SURFACE COAT OF ASPHALT (APPROX. 1.5” IN DEPTH) ALONG THE ENTIRE

LENGTH BOTH SIDE OF THE STREET (APPROX 1,280 LF).

• APPLY FINAL 1½” OF ASPHALT SURFACE TOPPING (APPROX. 174.5 TN)

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• ADJUST 5 MANHOLE LIDS TO GRADE WITH SPACERS

• STRIPE 1 STOP BAR (APPROX. 12 LF)

KEELING MILL LANE FROM THE INTERSECTION AT KEELING MILL TERRACE FOR APPROX. 153 LF TO

THE END AT CUL-DE-SAC:

• EDGE (4 FT.) MILL THE SURFACE COAT OF ASPHALT (APPROX. 1.5” IN DEPTH) ALONG THE ENTIRE

LENGTH BOTH SIDE OF THE STREET (APPROX 306 LF).

• APPLY FINAL 1½” OF ASPHALT SURFACE TOPPING (APPROX. 73 TN)

• ADJUST 1 MANHOLE LID TO GRADE WITH SPACERS

• STRIPE 1 STOP BAR (APPROX. 12 LF)

WINDSOR CREEK TRAIL FROM THE INTERSECTION AT WINDSOR CREEK DRIVE (EAST) FOR APPROX.

520 LF TO THE END AT INTERSECTION AT WINDSOR CREEK DRIVE (WEST):

• EDGE (4 FT.) MILL THE SURFACE COAT OF ASPHALT (APPROX. 1.5” IN DEPTH) ALONG THE ENTIRE

LENGTH BOTH SIDE OF THE STREET (APPROX 1,040 LF).

• APPLY FINAL 1½” OF ASPHALT SURFACE TOPPING (APPROX. 149.5 TN)

• ADJUST 5 MANHOLE LIDS TO GRADE WITH SPACERS

• STRIPE 2 STOP BARS (APPROX. 24 LF)

WINDSOR MILL COURT FROM THE INTERSECTION AT WINDSOR CREEK DRIVE FOR APPROX. 1,238 LF

TO THE END AT CUL-DE-SAC:

• EDGE (4 FT.) MILL THE SURFACE COAT OF ASPHALT (APPROX. 1.5” IN DEPTH) ALONG THE ENTIRE

LENGTH BOTH SIDE OF THE STREET (APPROX 2,476 LF).

• APPLY FINAL 1½” OF ASPHALT SURFACE TOPPING (APPROX. 299 TN)

• ADJUST 3 MANHOLE LIDS TO GRADE WITH SPACERS

• STRIPE 1 STOP BAR (APPROX. 12 LF)

(2) Permanent Road Closure Measures along Grayson Parkway (S.R. 84): The project consists of full depth (8 IN.)

milling of existing roadway apron at Rock Springs Road, removal of ADA sidewalk ramps and curb, installing curb & gutter and sidewalk across old intersection location, installation of a decorative railing and road closure signage, backfilling old roadway apron with fill dirt, and topping with sod. The City of Grayson will obtain permission from GDOT for permanent closure prior to improvements.

A more detailed scope of work items per street is listed below:

GRAYSON PARKWAY (S.R. 84) AT THE INTERSECTION OF ROCK SPRINGS ROAD:

• FULL WIDTH & DEPTH (8 IN.) MILL ASPHALT & BASE ALONG THE ENTIRE ROCK SPRINGS ROAD

APRON TO R/W LINE (APPROX 328 SY).

• REMOVE 30 IN. CURB & GUTTER (APPROX. 96 LF)

• REMOVE 2 ADA SIDEWALK RAMPS (APPROX. 3.5 CY)

• INSTALL 30 IN. CURB & GUTTER (APPROX. 160 LF)

• INSTALL 5 FT. WIDE SIDEWALK (APPROX. 10 CY)

• INSTALL 42 IN. HT. DECORATIVE STEEL RAILING & POSTS (APPROX. 120 LF)

• INSTALL 3 PERMANENT ROAD CLOSURE SIGNS ON RAILING

• INSTALL 8 ROAD CLOSURE REFLECTOR MARKERS ON RAILING

• INSTALL FILL DIRT (APPROX. 33 CY)

• INSTALL BERMUDA SOD (APPROX. 2,100 SF)

• ADD WHITE STRIPE ALONG ROADWAY AT CURB LINE (APPROX. 160 LF)

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Bidders are required to provide lump sum bids for this project scope.

The electronic Bid Documents are available free of charge and should be requested from the office of Precision Planning, Inc. by emailing your request to Arden Powell @ 939ap@ppi.us.

The Bid packages will be received and opened at Grayson City Hall, 475 Grayson Parkway, Grayson, Georgia 30017, no later than 2:00 p.m. on Wednesday, October 14, 2026. Any packages received after 2:00 p.m. will not be considered by the OWNER. Bids will be evaluated by the OWNER, and the project award is anticipated the week of October 19, 2026.

There will be no pre-bid conference for this project. Questions should be forwarded via email only to 939ap@ppi.us no later than 10:00 a.m. on Friday, October 2, 2026.

The required time of completion for this project is sixty (60) days from commencement.

OWNER requires a bid bond issued by a Surety listed on the Treasury as licensed in the State of Georgia, or a cashier’s check in the amount of five percent (5%) of your total bid to be enclosed with your bid at the time of bid opening to be made payable to the OWNER. No other form of security will be acceptable.

The bid package must be submitted in a sealed envelope, addressed to “OWNER, c/o Precision Planning”. BIDDER shall provide one (1) original and one (1) copy in each envelope. Each bid sealed envelope must be plainly marked on the outside as “BIDS 2026 GRAYSON ROAD RESURFACING PROGRAM II: CONTRACT # 27-01 – Wilshire, Windsor Creek & Grayson Parkway (S.R. 84).”

Any and all packages received without the aforementioned criteria enclosed, will be returned to BIDDER.

All Bid Packages must be made out on the bid form of the type bound in the Contract Documents, in accordance with the instructions in the Information for BIDDERS. No interlineations, additions, or deletions shall be made in the proposal form by BIDDER. No conditional Bids will be acceptable.

Contract will be awarded on a stipulated sum to the lowest reliable BIDDER, based on the Lump Sum Bid plus any combination of Alternates (if appropriate) acceptable to Owner.

OWNER reserves the rights to reject any and all bids, to waive informalities, and to re-advertise.

No BIDDER may withdraw his bid within the time limit specified in the Instructions to Bidders Section 00100.

City of Grayson Allison Wilkerson, Mayor mailto:939ap@ppi.us mailto:Kbarker@ppi.us