Concrete Load Amounts.xlsx
XLSX spreadsheet 11 KB Posted
- Attached to
- BOM Concrete
- Solicitation number
- FA252124R0047
About this file
This document is an Excel spreadsheet containing details about concrete load amounts required for a federal contract opportunity. The related federal contract opportunity is for the provision of 1,400 cubic yards of ASTM C150/C150M Type II concrete with 3/4" and lower gradation conforming to ASTM C33/C33M, with no additives, to be used for the erection of a K-Span structure at the Kennedy Space Center for the Department of the Air Force Space Command.
The spreadsheet provides a breakdown of the estimated concrete volume requirements for various components of the construction project, including stem wall footers, interior building lanes, exterior walls, and access roads. The estimated concrete volumes are provided in cubic yards, with a 10% buffer. The spreadsheet also includes the estimated pour dates for each component.
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Other files
| File | Type | Posted |
|---|---|---|
| 24R0047 - Q and A.docx | DOCX document | |
| 24R0047 - Q and A.docx | DOCX document | |
| 24R0047 - Q and A.docx | DOCX document | |
| 24R0047 - Clause Set.pdf | ||
| 24QB182 Salient Char. Doc.pdf | ||
| 24R0047 - CSS Final.pdf |
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Text version
Sheet1
| Dimensions | Additional dimensions | |||||||||||
| Estimated Date | Pour | Estimated CY | Rounded CY | Estimated CY (plus 10%) | Estimated CF (true) | depth (ft) | width (ft) | length (ft) | depth (ft) | width (ft) | length (ft) | |
| 17-Dec-24 | Stem wall footer West | 93 | 93 | 93.21 | 2288 | 2 | 11 | 104 | ||||
| 18-Dec-24 | Stem wall footer East | 93 | 93 | 93.21 | 2288 | 2 | 11 | 104 | ||||
| 3-Jan-25 | Interior building lanes (part 1) | 178 | 178 | 178.20 | 4373.9583333333 | 1 | 37.0572916667 | 104 | 1 | 5 | 104 | Thickened Edge |
| 15-Jan-25 | Exterior East and West | 196 | 196 | 195.98 | 4810.3466666667 | 0.6666666667 | 69.38 | 104 | ||||
| 18-Jan-25 | Interior building lanes (part 2) | 178 | 178 | 178.20 | 4373.9583333333 | 1 | 37.0572916667 | 104 | 1 | 5 | 104 | Thickened Edge |
| 30-Jan-25 | Stem wall West | 60 | 60 | 59.32 | 1456 | 14 | 1 | 104 | ||||
| 18-Feb-25 | Stem wall East | 60 | 60 | 59.32 | 1456 | 14 | 1 | 104 | ||||
| 15-Mar-25 | Cap endwalls | 28 | 28 | 28.18 | 691.7361111111 | 1.3333333333 | 3.5 | 148.2291666667 | ||||
| 22-Mar-25 | Exterior south end part 1 | 156 | 156 | 155.64 | 4065.755 | 0.6666666667 | 145.5 | 25.665 | 0.6666666667 | 157.625 | 15 | Access Road |
| 24-Mar-25 | Exterior south end part 2 | 156 | 156 | 155.64 | 4065.755 | 0.6666666667 | 145.5 | 25.665 | 0.6666666667 | 157.625 | 15 | Access Road |
| 7-Apr-25 | Exterior north end part 1 | 101 | 101 | 101.42 | 2489.505 | 0.6666666667 | 145.5 | 25.665 | ||||
| 9-Apr-25 | Exterior north end part 2 | 101 | 101 | 101.42 | 2489.505 | 0.6666666667 | 145.5 | 25.665 | ||||
| Total | 1400 | 1400 | 1399.75 | |||||||||
| Amount on BOM | 1400 |
File details come from the government source that posted it. Updated .