Amendment 2.pdf
PDF 74 KB Posted
- Solicitation number
- PE-77892-NONST-2026-000000076
- Issued by
- Paulding County, Georgia
About this file
This is an amendment to an advertised contract issued by Paulding County for the FY2026 Asphalt Resurfacing Project (Project Number 2026-ASPH-1, Bid #26015-1508). The amendment addresses clarifications requested by bidders regarding project specifications and requirements. The letting date for this project is March 27, 2026. The amendment clarifies that line item #30 should be used for the topping mix specification of 9.5mm TP II GP 2 recycled asphalt concrete, superpave, including bituminous material and hydrated lime, with a quantity of 9,600 tons. Additionally, the amendment establishes that the minimum shoulder width for shoulder building is two feet, with typical shoulders constructed at a one-inch drop per one-foot width to facilitate surface water drainage away from the roadway, and notes that earthen wedges may be required in special areas where this standard slope cannot be achieved, subject to project engineer approval.
The amendment does not contain information regarding pricing terms, set-asides, funding sources, or contract duration in the provided content.
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment No_ 1.pdf | ||
| Advertisement.pdf | ||
| Amendment 3.pdf | ||
| FY2026 Asphalt Resurfacing Project Contract I.pdf | ||
| Amendment 4.pdf |
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Text version
3/17/2026
AMENDMENT TO ADVERTISED CONTRACT
PROJECT NAME: FY2026 Asphalt Resurfacing Project Contract I
PROJECT NUMBER: 2026 - ASPH - 1
BID # 26015-1508
COUNTY: PAULDING
AMENDMENT NUMBER: 2
LETTING DATE: March 27, 2026
THE FOLLOWING AMENDMENTS ARE HEREBY MADE TO THIS CONTRACT.
THE BIDDER IS RESPONSIBLE FOR MAKING ANY NECESSARY CHANGES IN
INK IN THE PROPOSAL. BIDDER SHALL ACKNOWLEDGE THIS AMENDMENT
BY CHECKING THE APPROPRIATE SPACE ON THE AMENDMENT
CERTIFICATION PAGE.
ITEMS INCLUDED IN THIS AMENDMENT:
Questions received by bidders. Responses shown in RED.
1. In typical section #2, the topping mix is stated as 9.5mm TP 2 GP 2 only but there is not an item that matches on the bid schedule? Please clarify.
Please use line item #30 for this typical.
30 402‐3103
RECYCLED ASPH CONC 9.5
MM, SUPERPAVE, TP II, GP
2 ONLY, INCL BITUM MATL
& H LIME
9600.00 TN
2. What will the minimum width for the shoulder building be?
The minimum shoulder width is two (2) feet. Typical shoulders are built out at one (1) inch per one (1) foot to drain surface water away from the roadway. In special areas that this cannot be achieved, an earthen wedge will need to be installed to cover the edge of pavement. These areas will be approved by the project engineer.
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