Page 60 - 2018 National Home Improvement

2018 National Home Improvement Estimator, All Rights Reserved Page 45

1/2" diameter, #4 rebar RI@.009 Lb 0.71 0.38 1.09
1/2" diameter, #4 rebar (.67 lb per LF) RI@.006 LF 0.47 0.25 0.73
5/8" diameter, #5 rebar RI@.008 Lb 0.63 0.34 0.97
5/8" diameter, #5 rebar (1.04 lb per LF) RI@.008 LF 0.65 0.34 0.99
3/4" diameter, #6 rebar RI@.007 Lb 0.61 0.30 0.90
3/4" diameter, #6 rebar (1.50 lb per LF) RI@.011 LF 0.92 0.47 1.39
7/8" diameter, #7 rebar RI@.007 Lb 0.73 0.30 1.02
7/8" diameter, #7 rebar (2.04 lb per LF) RI@.014 LF 1.49 0.59 2.09
1" diameter, #8 rebar RI@.007 Lb 0.63 0.30 0.92
1" diameter, #8 rebar (2.67 lb per LF) RI@.019 LF 1.70 0.80 2.50
Reinforcing steel placed and tied in walls
1/4" diameter, #2 rebar RI@.017 Lb 1.14 0.72 1.86
1/4" diameter, #2 rebar (.17 lb per LF) RI@.003 LF 0.19 0.13 0.32
3/8" diameter, #3 rebar RI@.012 Lb 0.73 0.51 1.24
3/8" diameter, #3 rebar (.38 lb per LF) RI@.005 LF 0.28 0.21 0.49
1/2" diameter, #4 rebar RI@.011 Lb 0.71 0.47 1.17
1/2" diameter, #4 rebar (.67 lb per LF) RI@.007 LF 0.47 0.30 0.77
5/8" diameter, #5 rebar RI@.010 Lb 0.63 0.42 1.05
5/8" diameter, #5 rebar (1.04 lb per LF) RI@.010 LF 0.65 0.42 1.07
3/4" diameter, #6 rebar RI@.009 Lb 0.61 0.38 0.99
3/4" diameter, #6 rebar (1.50 lb per LF) RI@.014 LF 0.92 0.59 1.51
7/8" diameter, #7 rebar RI@.009 Lb 0.73 0.38 1.11
7/8" diameter, #7 rebar (2.04 lb per LF) RI@.018 LF 1.49 0.76 2.26
1" diameter, #8 rebar RI@.009 Lb 0.63 0.38 1.01
1" diameter, #8 rebar (2.67 lb per LF) RI@.024 LF 1.70 1.02 2.71
Add for reinforcing steel coating. Coating applied prior to shipment to job site. Labor for placing coated
rebar is the same as that shown for plain rebar above. Cost per pound of reinforcing steel.
Epoxy coating
Any size rebar, add --@.000 Lb 0.34 -- 0.34
Galvanized coating
Any #2 rebar, #3 rebar or #4 rebar, add --@.000 Lb 0.45 -- 0.45
Any #5 rebar or #6 rebar, add --@.000 Lb 0.43 -- 0.43
Any #7 rebar or #8 rebar, add --@.000 Lb 0.40 -- 0.40

Welded wire mesh. Electric weld, including 15 percent waste and overlap.
2" x 2" W.9 x W.9 (#12 x #12), slabs RI@.004 SF 1.10 0.17 1.27
2" x 2" W.9 x W.9 (#12 x #12),
beams and columns RI@.020 SF 1.07 0.85 1.92
4" x 4" W1.4 x W1.4 (#10 x #10), slabs RI@.003 SF 0.52 0.13 0.64
4" x 4" W2.0 x W2.0 (#8 x #8), slabs RI@.004 SF 0.60 0.17 0.76
4" x 4" W2.9 x W2.9 (#6 x #6), slabs RI@.005 SF 0.67 0.21 0.88
4" x 4" W4.0 x W4.0 (#4 x #4), slabs RI@.006 SF 0.89 0.25 1.14
6" x 6" W1.4 x W1.4 (#10 x #10), slabs RI@.003 SF 0.22 0.13 0.35
6" x 6" W2.0 x W2.0 (#8 x #8), slabs RI@.004 SF 0.39 0.17 0.56
6" x 6" W2.9 x W2.9 (#6 x #6), slabs RI@.004 SF 0.45 0.17 0.62
6" x 6" W4.0 x W4.0 (#4 x #4), slabs RI@.005 SF 0.63 0.21 0.84
Add for lengthwise cut, LF of cut RI@.002 LF -- 0.09 0.09