Performance Work Statement AM 01
Updated
A PDF document (16.1 MB) attached to Dworshak Skeleton Bay Draft Tube Bulkhead Rehabilitation, from the Department of the Army. Due Oct 30, 2026, 1:00 PM (UTC-8).
File name: PWS W912EF27AQ002 AM 01.pdf
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DWORSHAK SKELETON BAY DRAFT TUBE BULKHEAD REHABILITATION
W912EF27QA002
AMEND-0001
TECHNICAL SPECIFICATIONS
1.0 SCOPE
The following specification pertains to the transportation, inspection, and rehabilitation of twelve (12) draft tube bulkheads and associated seal keeper bars. The rehabilitation includes existing coating removal, weld repairs, and new coating application in accordance with the specifications below. The Contractor shall perform all duties assigned in the specification below for all bulkheads.
2.0 GENERAL REQUIREMENTS
2.1 The Scope of work for this project shall not be modified without prior approval from the contracting officer. The Contractor shall not deviate from the specifications listed herein without prior approval from the contracting officer.
2.2 All work conducted in accordance with this contract shall be comply with Federal, State, and local regulations.
2.3 The Government (GOVT) reserves the right to travel to Contractors facility for quality assurance inspections at any point during the progression of this contract.
3.0 DRAFT TUBE BULKHEAD TRANSPORTATION
The critical defining elements for the transportation of the draft tube bulkheads (bulkheads) are as defined below: 3.1 The Contractor shall be responsible for transportation from Dworshak Dam to the repair facility and back to Dworshak Dam from the repair facility for the bulkheads. The Contractor shall transport the bulkheads in a manner that does not damage the integrity of any structural members or the newly applied coating upon return.
3.2 GOVT personnel will handle the bulkheads to the contractors desired orientation (from two options below) and will use the bridge crane to load and unload the bulkheads at Dworshak Dam onto and off the contractors truck. The bulkheads can be oriented in a manner that they are in the (option 1) flat, horizontal position with the skin plate facing down or (option 2) in the vertical orientation. A coordination meeting should be scheduled ahead of any work being complete to coordinate pickup orientation and bulkhead handling. The lifting eyes on the bulkheads can only be used in the vertical orientation and cannot be used for orienting the bulkhead in any other position. The GOVT will not be responsible for the loading and unloading of the bulkheads at the Contractors repair facility. The responsibility of loading and unloading at the Contractors repair facility shall be borne entirely by the Contractor. 3.3 All load securement responsibility shall be borne by the Contractor. The GOVT will not be responsible in
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