W50S8V-26-Q-0019 Questions and Answers.pdf
PDF 60 KB Posted
- Attached to
- Concrete Repair B305
- Solicitation number
- W50S8V-26-Q-0019
- Issued by
-
Department of the Army National Guard
About this file
This is a Questions and Answers document for federal contract opportunity W50S8V-26-Q-0019 for Building 305 Concrete Repair. The document does not contain information on response dates, award dates, pricing terms, set asides, or other standard solicitation parameters, as it addresses specific technical inquiries from prospective contractors.
The Q&A clarifies key project requirements and corrects a significant typo in the Statement of Work. The primary correction indicates that excavation requires a minimum of 12 inches (not 12 feet as originally stated) or until solid ground is reached. Technical details provided include: drain lines at pit locations have a 2-inch diameter; wind locks at the lower pit will require adjustment and function testing to ensure proper engagement; existing concrete removal details are available in attachments; and photographs of mullion boxes and steel pits are provided in attachments. The document references Attachment 5.1 as the only drawing issued for the project and indicates that Clause 252.236-7001 lists "NONE" for additional structural or construction drawings. Contractors are directed to review attachments for information on pit frame conditions, slab deterioration, access assessment areas, geotechnical data, rebar specifications, concrete disposal options, and drain line conditions. The Government has not definitively stated whether additional excavation beyond 12 inches will be handled as separately priced unit-price line items or post-award change orders.
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W50S8V-26-Q-0019 Building 305 Concrete Repair
Questions and Answers
Q: Could the Government provide photographs of the two pit locations (mullions 3/4 and 4/5) showing existing pit frame condition and elevation relative to finished floor, surrounding slab condition (cracking, spalling, deterioration), and the approximate 10-foot perimeter around each pit for access assessment?
- Please see attachment
Q: Are there additional sheets, structural drawings, or a full construction drawing set beyond Attachment 5.1? Clause 252.236-7001 in the solicitation lists "NONE" under the index of drawings — please confirm Attachment 5.1 is the only drawing issued for this project.
- Please see attachment
Q: Are there as-built drawings for Building 305 showing the original slab section, sub-base specification, and pit construction at these locations?
- Please see attachment
Q: Reference point for the 12-foot measurement: existing finished floor, bottom of existing slab, or other.
- Please see attachment
- There was a typo in the SOW. Excavate a minimum of 12 inches or you hit solid ground
Q: Any geotechnical data, boring logs, or historical maintenance records for these two pit locations that indicate expected sub-base conditions and the depth at which loose material is anticipated.
- Please see attachment
- There was a typo in the SOW. Excavate a minimum of 12 inches or you hit solid ground
Q: If loose material is encountered beyond 12 feet, will additional excavation be handled as a separately priced unit-price line item at quote, or as a post-award change order under
FAR 43.304?
- Please see attachment
- There was a typo in the SOW. Excavate a minimum of 12 inches or you hit solid ground
Q: Is the existing concrete to be removed reinforced? If so, any information on rebar size and spacing would assist pricing.
- Please see attachment
- There was a typo in the SOW. Excavate a minimum of 12 inches or you hit solid ground
Q: Is there any on-base disposal or fill option for removed concrete spoils, or must the contractor arrange all off-site disposal in coordination with EMO?
- Please see attachment
- There was a typo in the SOW. Excavate a minimum of 12 inches or you hit solid ground
Q: Are there existing drain lines at each pit location? If so and if possible, please provide condition, size, and depth, and clarify the anticipated extent of "repair/make connections."
- The pipe diameter is 2 inches, see attached
Q: With the lower of the pits, will the wind locks still engage, or will they need to be adjusted?
- The wind locks will need to be adjusted, and function tested to ensure they engage.
Q: What is the underlying rock type that we will be cutting into?
- This will only require 12” of digging, not 12’ as stated incorrectly in the SOW
Q: Are there any pictures of the mullion boxes and steel pits available?
- Please see attachment
File details come from the government source that posted it. Updated .