030326 - Addendum 02.pdf
PDF 175 KB Posted
- Attached to
- Sites Paving Project for the County of Franklin
- Solicitation number
- IFB-113642
- Issued by
- Floyd County, Virginia
About this file
This is Addendum #2 to the bid documents for the Sites Paving Project for Franklin County, Virginia. The addendum modifies the original project scope and bid requirements established for the four-site paving project. The revised project consists of approximately 7,671 square yards of full-depth pavement and 2,424 square yards of 2-inch pavement overlay, estimated at 2,350 tons of asphalt, with additional minor grading work to connect existing paved lots and perform patch and crack repairs. The original bid due date of March 9, 2026 at 2:00 PM has been extended to April 10, 2026 at 2:00 PM. A mandatory pre-bid conference was held on March 2, 2026. The addendum removes the slurry seal of Play Lane from the project scope and adds eight new line items to the bid form: tie-in milling, full-depth patch repair, crack sealant repair, crack mill repair, and waste material hauling for four locations (Windy Gap, Burnt Chimney, Play Lane, and Webster Road).
The addendum provides technical clarifications and specification updates across four drawing sheets, including confirmation that the pavement overlay depth is 2 inches as listed on the revised bid form, revision of edge milling limits, and specification that a minimum of 2 feet of pavement shall be provided around concrete pads. The addendum clarifies that 21-A stone placement will be 8 inches in depth based on field conditions and geotechnical engineer testing, with the exact quantity varying by site. The County will engage an independent qualified testing agency to perform field inspections, tests, and prepare test reports. Contractors shall comply with Virginia Code Section 54.1-1112 regarding bid information requirements, and bid envelopes must be marked with the bidder's contractor license number. Contact for additional information is Mr. Bobby Wampler at Engineering Concepts, Inc., (540) 473-1253.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
March 3, 2026
Addendum #2 Site Paving Projects
This addendum is hereby made a part of the bid documents for the referenced project. The Owner has removed the slurry seal of Play Lane from the project.
Bid Due Date:
The bid due date has been changed to April 10, 2026 at 2PM.
Bid Form:
A revised Bid Form has been attached with the following changes:
1. Added line items for the following pay items:
o Tie-in Milling o Full Depth Patch Repair o Crack Sealant Repair o Crack Mill Repair o Windy Gap Waste Material Hauling o Burnt Chimney Waste Material Hauling o Play Lane Waste Material Hauling o Webster Road Waste Material Hauling
Specifications:
1. Section 01010 SUMMARY OF WORK
1.2 Project Description C. changed to:
“The project consists of paving four different site locations in the County consisting of approximately 7,671sy of full depth pavement and 2,424sy of 2” pavement overlay estimated at 2,350 tons of asphalt. Additional work includes minor grading to connect an existing paved lot to adjacent parking lot and patch/crack repair.”
2. Section 02511 HOT-MIX ASPHALT PAVING
3.12 Field Quality Control A. changed to:
A. Testing Agency: Owner will engage a qualified independent testing agency to perform field inspections and tests and to prepare test reports.
Drawings:
Sheet 1 The drawing has been revised to show pavement starting at the edge of existing concrete and quantities have been updated. Note added that a minimum of 2’ of pavement shall be provided around concrete pad.
Sheet 2 The following clarifications have been added to the drawing:
1. Owner shall remove and replace fencing for work.
2. Saw cut along existing edge of Burnt Chimney Road for demolition of existing paved entrance to be replaced.
3. Dimension added to saw cut are of existing pavement to be removed for grading transition.
March 3, 2026
Sheet 3 The drawing has been revised as follows:
1. Overlay noted as 2” depth.
2. Edge milling limits have been revised. Tie-in milling shown only where overlay is adjacent to existing pavement.
3. Full-depth repair notes added for work required.
4. Crack repair notes added to the drawing.
Sheet 4 The drawing has been revised to show pavement starting at the edge of existing pavement and quantities have been updated.
Requests for Clarification:
1. Is the required overlay 1.5" as stated during the Pre-Bid Conference, or #2 as listed on the bid form?
• Overlay is 2” as listed on the bid form. This has also been added to Sheet 3 to clarify the depth.
2. Please clarify what the 1,000 CY of 21-A stone entails.
• The desired stone depth for the site paving is 8” of 21-A. The exact stone depth is unknown and likely varies at each site. The amount of 21-A that will be required to be placed, if any, will be dependent on field conditions and testing by the geotechnical engineer. The contractor will be required to excavate to the required depth and place compacted 21-A stone. Please note there is now a line item for waste material hauling which we expect will be used for the excavated material for any stone placement.
File details come from the government source that posted it. Updated .