Block and Foundation Elevations - Copy.pdf
PDF 212 KB Posted
- Solicitation number
- W50S6T26QA026
- Issued by
-
Department of the Army National Guard
About this file
This document is a construction estimate and material takeoff for a concrete masonry unit (CMU) block wall display project. The project consists of four elevation lines with varying block counts: Line 1/3 contains 76 blocks, Line 3/6 contains 158 blocks, Line 6/8 contains 95 blocks, and Line 8/1 contains 147 blocks, for a subtotal of 476 blocks. With a 10% contingency added, the total requirement is 525 blocks. The wall elevations range from 8.66 to 12.7 feet in height, with wall lengths of 25.33 feet and 46.66 feet (totaling 145 linear feet when accounting for all sides).
The material requirements for this project include: 5.5 cubic yards of concrete for the footer (calculated at 145 feet length × 0.33 feet depth × 1 foot width), 97 linear feet of #4 rebar (comprising 64 feet horizontal reinforcement and 11 anchors measuring 36 inches each, spaced at five-block intervals), and 16 bags of mortar (calculated at a rate of 3 bags per 100 blocks). The document presents four elevation drawings with grid layouts showing block placement patterns and material distribution across the wall sections.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Elevation 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37
12.66 Point1 Point 3 12.7
12 12
11.33 11.3
10.66 10.7
10 10
9.33 9.33
8.66 8.66
0 25.33'
Line 1/3 Total Blocks= 76
Elevation
12.66
12 12.7
11.33 12
10.66 11.3
10 10.7
9.33 10
8.66 46.7 9.33
Line 3/6 Total Blocks= 158 8.66
Elevation
12.66 12.7
12 12
11.33 11.3
10.66 10.7
10 10
9.33 9.33
8.66 8.66
Line 6/8 Total Blocks= 95
Elevation
12.66 12.7
12 12
11.33 11.3
10.66 10.7
10 10
9.33 9.33
8.66 8.66
Line 8/1 Total Blocks= 147
Total blocks for display= 476 + 10% = 525
Total rebar = 97' of #4 (64' horrizontal and 11 x 36" anchors spaced every five blocks)
Total Wall length = 25.33*2+46.66*2= 145'
Total concrete for footer = 145*0.33*1= 47.85 cft or 47.85/9= 5.5yards
Mortar at 3 bags /100 blocks = (525blocks/100)*3bags = 15.75or 16 bags
File details come from the government source that posted it. Updated .