Addendum #2.pdf

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Attached to
Village Boulevard Bridge Repair
Solicitation number
56995
Issued by
Washington County, Virginia

About this file

This document is Addendum #2 related to the "Proposed Bridge Rail Repair of Village Boulevard over Wolf Creek" project in the Town of Abingdon, Virginia, which is being managed by the Abingdon Engineering Commission. The addendum provides answers to contractors' questions, including clarification that abrasive blasting is required for concrete preparation, the extent of concrete removal behind existing reinforcing steel, responsibilities for testing and inspection, and the lack of required permits. The state and local contract opportunity involves repairing delaminated and spalled concrete, installing new concrete curb, bridge rail, posts, post anchor bolts, and guardrail on the Village Boulevard bridge. All bids must be submitted by the specified due date in a sealed envelope to the Town of Abingdon. The project is located in Washington County, Virginia.

The contract does not mention any specific pricing terms, set asides, incumbents, funding requirements or sources, or other salient financial information. Contractors are responsible for providing any needed erosion control items at their own expense to prevent construction materials from entering Wolf Creek during the project.

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Text version

2/15/2024

Addendum No. 2

Contract Documents

“PROPOSED BRIDGE RAIL REPAIR OF VILLAGE BOULEVARD

OVER WOLF CREEK”

Town of Abingdon, Virginia

Engineering Commission No. 2023022

By: Schwartz & Associates, Inc.

Consulting Engineers

NOTE: PLEASE ATTACH THIS ADDENDUM TO YOUR PROJECT MANUAL FOR THE

REFERENCED PROJECT. THIS ADDENDUM IS HEREBY MADE A PART OF THE ORIGINAL

SPECIFICATIONS AND PLANS ON WHICH THE CONTRACT IS BASED AND IS ISSUED TO

MODIFY, EXPLAIN OR CORRECT THE ORIGINAL SPECIFICATIONS AND PLANS.

ACKNOWLEDGE RECEIPT OF ADDENDUM IN SPACE PROVIDED ON THE BID FORM.

FAILURE TO DO SO MAY SUBJECT THE BIDDER TO DISQUALIFICATION.

1. Answers to Contractor’s questions are attached.

PROPOSED BRIDGE RAIL REPAIR OF VILLAGE BOUEVARD

OVER WOLF CREEK

ABINGDON, VIRGINIA

Answers to Contractors Ques�ons:

1. Q: Are there any alterna�ve methods that are acceptable to prepare the exis�ng concrete other than sandblas�ng? We were wondering if blas�ng would be hard to contain given the proximity to the creek and we thought it might compromise the epoxy coa�ng on the exis�ng rebar. Would a grinder with a wire wheel work for this purpose?

A: Using a grinder with a wire wheel will not be acceptable for cleaning concrete. Contractor must clean concrete by abrasive blas�ng. As stated in the project drawing (sheet 3 – General Notes), the contractor shall submit to the Engineer a detailed plan for containing construc�on related material and preven�ng this material from entering or around Wolf Creek.

2. Q: Underneath the bridge, how far back do we go behind the exis�ng steel or do we at all? I thought I understood the guy from Schwartz and Associates to say he didn’t want to go behind it at all but I wasn’t sure.

A: On the “Concrete Superstructure Surface Repair”, the contractor will not be required to remove exis�ng concrete 1” behind exis�ng reinforcing steel. But on the “Type B Patching” areas on the bridge wing the contractor will be required to remove the exis�ng concrete 1” behind exis�ng reinforcing steel.

3. Q: What is required in terms of tes�ng and inspec�on and who pays for it?

A: Schwartz & Associates will be performing the phase construc�on inspec�on on this project as the Town’s representa�ve. Schwartz and Associates will be making the concrete test cylinders and will test these cylinders in the lab at SAI’s office.

4. Q: Are there any permits required including VDOT LUP?

A: There are no required permits on this project. Contractor must prevent any construc�on materials from entering Wolf Creek. Any needed erosion control items (i.e. silt fence) shall be furnished and installed at the contractor’s expense.

2
Answers to contractors questions

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