Industry Questions and Responses through 6.12.24.pdf
PDF 181 KB Posted
- Attached to
- Bonneville Crane Load Testing Federal contract opportunity
- Solicitation number
- W9127N24Q0093
About this file
This document contains Industry Inquiries and Government Responses related to the Solicitation Number W9127N24Q0093 for Bonneville Crane Load Testing at Bonneville Dam in Washington.
The solicitation is a Request for Quote (RFQ) issued by the U.S. Army Corps of Engineers, Portland District, for the load testing and reporting of Bridge Crane 3 at Bonneville Dam Powerhouse 2. The contract is set aside for small businesses under NAICS code 238290, with a size standard of $22M in annual receipts. The period of performance is 10 weeks from the anticipated contract award date of June 10, 2024. The solicitation includes a Performance Work Statement (PWS) and drawings with specifications. Key details addressed in the industry questions and government responses include the weight limits of bridges/dams, powerhouse floor loading, and distance to the river for filling/draining water during load testing.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| RFQ W9127N24Q0093 AMND 0002.pdf | ||
| RFQ W9127N24Q0093 AMND 0003.pdf | ||
| RFQ W9127N24Q0093.pdf | ||
| RFQ W9127N24Q0093 AMND 0001.pdf | ||
| QASP for Crane Load Testing.pdf | ||
| B.01 1233-A Clearance Dwg.pdf | ||
| Wage Rates Skamania County 2015-5563.pdf | ||
| RFQ W9127N24Q0093.pdf | ||
| A.02 Performance Work Statement for Crane Load Test - 28FEB24.pdf | ||
| B.01 1233-1A General Dwg.pdf | ||
| B.01 BDP-1-3-1_2.pdf |
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Text version
Industry Inquiries and Government Responses in regards to W9127N24Q0093.
Government answers are listed in bold, italicized font.
1. Can you please confirm the weight limits of each of dam/spill way/bridge that you have to cross from the Washington side (via WA State Highway 14) to get to the Bonneville Dam Powerhouse 2?
a. There is one bridge crossing designed for HL-93 truck loading.
Note: It is likely that the contractor will use the roll up door for access on the tailrace deck, meaning the only “bridge” that will need to be crossed is the fishway between the guard shack and powerhouse.
2. Can you please provide any drawings and specifications particular for the floor loading for north end and south end of the Powerhouse where the load testing can be performed?
a. The powerhouse floor is rated for 1,000 psf.
3. Can you please provide any drawings and specifications particular for the floor loading for north end and south end of the Powerhouse where the load testing can be performed?
a. The tandem testing load test does not need to have the spreader beam (lifting beam) between the hoists.
4. If the beam may be removed, what distance is allowable between the main hoists?
a. 19’-3” no more or less. This is to maintain the same loading on the girder above if we had the lifting beam.
5. What is the approximate distance from the load testing area to the river that will be used to fill/drain water?
a. 100 feet, and it will be a fire hydrant that will be used.
File details come from the government source that posted it. Updated .