Addendum_1_Rocky Branch at Hickory Hollow Lane_Web Copy.pdf
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- Attached to
- Rocky Branch at Hickory Hollow Lane
- Solicitation number
- 56628
- Issued by
- Fairfax County, Falls Church City, Virginia
About this file
This document is an Addendum to the Contract Documents for the Rocky Branch at Hickory Hollow Lane project in Fairfax County, Virginia. The project involves the restoration and stabilization of approximately 5,147 linear feet of perennial and intermittent stream, as well as riparian corridor enhancements for improved water quality. The Addendum addresses several questions raised by potential bidders, including the lack of time-of-year restrictions, the handling of as-built responsibilities, the exclusion of the box culvert replacement from the contract, and the requirement for geotechnical testing to verify the compaction of clay plugs. The Addendum also clarifies that the MXV Woody Debris Type 1 structures shown on the plans will not be required.
The contract is being issued by the Department of Public Works and Environmental Services of Fairfax County, Virginia, and the project is located within Fairfax County and the City of Falls Church. The selected contractor will be responsible for the construction and related activities, while the geotechnical testing will be performed by a separate firm hired by Fairfax County.
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Text version
DEPARTMENT OF PUBLIC WORKS COUNTY OF FAIRFAX
& ENVIRONMENTAL SERVICES VIRGINIA
UTILITIES DESIGN & CONSTRUCTION DIVISION
ADDENDUM NO. 1
ROCKY BRANCH AT HICKORY HOLLOW LANE
PROJECT NO. SD-000031-238
This Addendum consists of a total of 2 (two) pages.
This Addendum is supplementary to the Contract Documents for ROCKY BRANCH AT HICKORY HOLLOW LANE, Fairfax County, Virginia.
All changes, additions or deletions included herein as Addendum No. 1 shall become a part of the Contract Documents as if originally called for in the Drawings, Specifications and Form of Bid.
1. Questions:
1. Are there any time of year restrictions that will affect when work can be performed on this project?
• Answer: At this time, there are NO time of year restrictions that will affect the work. The selected contractor will be notified of any new information that is acquired.
2. Will Fairfax be handling all as-builts for the project, per sheet 2970-13 of the specifications?
• Answer: All as-built responsibilities will be handled by the A/E firm (Wetland Studies and Solutions, Inc.). Construction stakeout responsibilities are on the selected bidder.
3. Please confirm that the box culvert replacement is not part of this contract.
• Answer: The box culvert replacement is NOT part of this contract. The work is to be performed by a separate contractor with the Transportation Construction Branch.
4. On sheet 33 of 133, there are two callouts for MXV Woody Debris Type 1, but the structure is not shown on the plan. Will these be required in these locations?
• Answer: The MXV Woody Debris Type 1 structures, on Sheet 33 of 133, will NOT be required and those notes may be disregarded.
5. The Compacted Clay Plug detail Note 3 states that the plugs will need to be compacted to a density of no less than 85%. Will this compaction require geotechnical testing to verify?
• Answer: Yes, it will require geotechnical testing to verify per Specification 2300 (Earthwork). Geotechnical testing will be performed by a separate firm hired by Fairfax County.
Bidders are required to acknowledge receipt of all Addenda on Page B-2 of the Form of Bid, Section B. Failure to indicate receipt of any Addenda may be cause for rejection of Bid.
END ADDENDUM NO. 1
COUNTY OF FAIRFAX, VIRGINIA
By: _____________/s/___________________________________ Vincent Martucci, Director, Utilities Design & Construction Division Department of Public Works and Environmental Services
Dated: _________2/16/2024_______________________
File details come from the government source that posted it. Updated .