Fuel Concrete Slab (ANLY3) - CONCRETE.pdf
PDF 140 KB Posted
- Attached to
- AAC-RFQ-24-014 Fuel Concrete Pad (Concrete)
- Solicitation number
- AAC-RFQ-24-014 Fuel Concrete Pad (Concrete)
- Issued by
- Dillingham Census Area, Alaska
About this file
This document is a request for a contractor to provide labor, equipment, and materials to complete a concrete addition to the Pacific Spaceport Complex-Alaska's (PSCA) Pad C at Area 3 for the Alaska Aerospace Corporation (AAC). The concrete slab is to be 30'x30'x 8" reinforced with #5 rebar at 12" each way and must meet a compressive strength of 4500 PSI or greater. The project is estimated to take 2 weeks to complete, with work beginning no later than 7 days after pad environmental remediation efforts conclude, projected around 07 OCT 2024. Concrete testing and reporting are required, and the project has specific requirements for water-cement ratio, slump, and air content. Technical and contractual points of contact are provided.
The document does not provide specific pricing terms, set asides, incumbents, funding requirements or sources, or other salient financial information. It focuses solely on the technical requirements and logistics of the concrete slab construction project.
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Text version
Fuel Concrete Slab - CONCRETE September 5, 2024
Alaska Aerospace
FUEL CONCRETE SLAB - CONCRETE
(ANLY3)
The Alaska Aerospace Corporation (AAC) requires a contractor to provide labor, equipment, and materials to complete a concrete addition to Pacific Spaceport Complex-Alaska’s (PSCA) Pad C at Area 3.
I. Period of Performance Work will begin NLT seven (7) days after pad environmental remediation efforts conclude, projected around 07 OCT 2024. Estimated project duration 2 weeks.
II. Requirements
A. Concrete The Fuel Pad is to be constructed 30’x30’x 8” reinforced concrete slab. Rebar placement is #5 at 12” each way. Concrete for this project must be 4500 PSI or greater. The water to cement ratio must be .45 or less. Slump is 4+/- 1 ½. Air is 6+/- 1 ½. All concrete surfaces require a “Lite Broom” finish. Mid-Range water reduced to increase workability is acceptable.
B. Testing Concrete Cylinder and slump testing is required. Test frequency is one set for each day and every 50 cubic yards.
C. Drawings Attachment Drawing No. Description
01 C-001 C-501
Concrete Section Propellant Storage Slab Detail (1)
D. Deliverables Deliverable Description
01 Concrete Test Report (Compressive Strength of Concrete Cylinder)
III. Points of Contact
For Technical Issues:
Shannon Edwards Program Integrator Email: shannon.edwards@akaerospace.com
For Contractual Issues:
Kelsea Kearns Contracts Specialist Email: kelsea.kearns.ctr@akaerospace.com mailto:shannon.edwards@akaerospace.com mailto:kelsea.kearns.ctr@akaerospace.com
| I. Period of Performance |
| II. Requirements |
| A. Concrete |
| B. Testing |
| C. Drawings |
| D. Deliverables |
III. Points of Contact
File details come from the government source that posted it. Updated .