Welded wire mesh (cont.) Steel, electric weld, including 15% waste and overlap
  6" x 6" W2.0 x W2.0 (#8 x #8), slabs RI@.004 SF .68 .15 .83
  6" x 6" W2.9 x W2.9 (#6 x #6), slabs RI@.004 SF .86 .15 1.01
  6" x 6" W4.0 x W4.0 (#4 x #4), slabs RI@.005 SF 1.24 .19 1.43
  Add for lengthwise cut, LF of cut RI@.002 LF — .08 .08
Welded wire mesh, epoxy coated steel, electric weld, including 15% waste and overlap
  2" x 2" W.9 x W.9 (#12 x #12), slabs RI@.004 SF 4.31 .15 4.46
  4" x 4" W1.4 x W1.4 (#10 x #10), slabs RI@.003 SF 3.85 .12 3.97
  4" x 4" W2.0 x W2.0 (#8 x #8), slabs RI@.004 SF 3.82 .15 3.97
  4" x 4" W2.9 x W2.9 (#6 x #6), slabs RI@.005 SF 3.89 .19 4.08
  4" x 4" W4.0 x W4.0 (#4 x #4), slabs RI@.006 SF 4.09 .23 4.32
  6" x 6" W1.4 x W1.4 (#10 x #10), slabs RI@.003 SF 3.51 .12 3.63
  6" x 6" W2.0 x W2.0 (#8 x #8), slabs RI@.004 SF 3.59 .15 3.74
  6" x 6" W2.9 x W2.9 (#6 x #6), slabs RI@.004 SF 3.65 .15 3.80
  6" x 6" W4.0 x W4.0 (#4 x #4), slabs RI@.005 SF 3.85 .19 4.04
  Add for lengthwise cut, LF of cut RI@.002 LF — .08 .08
Concrete Walls Cast-in-place concrete walls for buildings or retaining walls. Material costs for concrete placed direct from chute are based on 2,000 PSI, 5.0 sack mix, with 1" aggregate, including 5% waste.
Pump mix costs include an additional $15.00 per CY for the pump. Labor costs are for placing only. Add the cost of excavation, formwork, steel reinforcing, finishes and curing. Square foot costs are based on SF of wall measured on one face only. Costs do not include engineering, design or foundations. For expanded coverage of concrete and formwork, see the National Concrete & Masonry Estimator at http://CraftsmanSiteLicense.com
  Using concrete (before 5% waste allowance) — CY 113.00 — 113.00
  4" thick walls (1.23 CY per CSF)
    To 4' high, direct from chute B1@.013 SF 1.46 .43 1.89
    4' to 8' high, pumped B3@.015 SF 1.65 .48 2.13
    8' to 12' high, pumped B3@.017 SF 1.65 .55 2.20
    12' to 16' high, pumped B3@.018 SF 1.65 .58 2.23
    16' high, pumped B3@.020 SF 1.65 .64 2.29
  6" thick walls (1.85 CY per CSF)
    To 4' high, direct from chute B1@.020 SF 2.19 .67 2.86
    4' to 8' high, pumped B3@.022 SF 2.48 .71 3.19
    8' to 12' high, pumped B3@.025 SF 2.48 .80 3.28
    12' to 16' high, pumped B3@.027 SF 2.48 .87 3.35
    16' high, pumped B3@.030 SF 2.48 .96 3.44
  8" thick walls (2.47 CY per CSF)
    To 4' high, direct from chute B1@.026 SF 2.92 .87 3.79
    4' to 8' high, pumped B3@.030 SF 3.30 .96 4.26
    8' to 12' high, pumped B3@.033 SF 3.30 1.06 4.36
    12' to 16' high, pumped B3@.036 SF 3.30 1.16 4.46
    16' high, pumped B3@.040 SF 3.30 1.29 4.59
  10" thick walls (3.09 CY per CSF)
    To 4' high, direct from chute B1@.032 SF 3.66 1.07 4.73
    4' to 8' high, pumped B3@.037 SF 4.13 1.19 5.32
    8' to 12' high, pumped B3@.041 SF 4.13 1.32 5.45
    12' to 16' high, pumped B3@.046 SF 4.13 1.48 5.61
    16' high, pumped B3@.050 SF 4.13 1.61 5.74
  12" thick walls (3.70 CY per CSF)
    To 4' high, placed direct from chute B1@.040 SF 4.39 1.33 5.72
    4' to 8' high, pumped B3@.045 SF 4.95 1.45 6.40
    8' to 12' high, pumped B3@.050 SF 4.95 1.61 6.56
    12' to 16' high, pumped B3@.055 SF 4.95 1.77 6.72
    16' high, pumped B3@.060 SF 4.95 1.93 6.88

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