Masonry, Stone and Slate Paving (cont.) These costs do not include site preparation. Costs for stone and slate vary widely. (Quantities shown in parentheses are before waste allowance.) Use $500 as a minimum job charge.
Granite pavers, gray, sawn, thermal finish, 3/4" joint. Add bedding costs from the section that follows
      4" x 4" x 2" thick M1@.184 SF 29.10 8.62 37.72
      4" x 4" x 3" thick M1@.184 SF 34.90 8.62 43.52
      4" x 4" x 4" thick M1@.184 SF 39.60 8.62 48.22
      4" x 8" x 2" thick M1@.171 SF 25.20 8.01 33.21
      4" x 8" x 3" thick M1@.184 SF 28.60 8.62 37.22
      4" x 8" x 4" thick M1@.184 SF 31.50 8.62 40.12
      8" x 8" x 2" thick M1@.171 SF 20.70 8.01 28.71
      8" x 8" x 3" thick M1@.171 SF 22.30 8.01 30.31
      8" x 8" x 4" thick M1@.184 SF 24.20 8.62 32.82
  12" x 12" x 2" thick M1@.171 SF 10.20 8.01 18.21
  12" x 12" x 3" thick M1@.171 SF 12.10 8.01 20.11
  12" x 12" x 4" thick M1@.171 SF 12.90 8.01 20.91
Mortar bed, 1/2" thick, 24 SF per CF of mortar SF of bed M1@.039 SF .28 1.83 2.11
Sand bed, 2" thick, 150 SF per CY of sand Per SF of bed M1@.024 SF .11 1.12 1.23
Limestone flag paving
  Sand bed, dry joints
    Random ashlar, 1-1/4" M1@.193 SF 4.01 9.04 13.05
    Random ashlar, 2-1/2" M1@.228 SF 7.64 10.70 18.34
    Irregular fitted, 1-1/2" M1@.208 SF 3.48 9.74 13.22
    Irregular fitted, 2-1/2" M1@.251 SF 5.90 11.80 17.70
  Mortar bed and joints
    Random ashlar, 1" M1@.208 SF 3.44 9.74 13.18
    Random ashlar, 2-1/2" M1@.251 SF 7.52 11.80 19.32
    Irregular fitted, 1" M1@.228 SF 3.09 10.70 13.79
    Irregular fitted, 2-1/2" M1@.277 SF 5.76 13.00 18.76
Slate flag paving, natural cleft
  Sand bed, dry joints
    Random ashlar, 1-1/4" M1@.173 SF 12.30 8.10 20.40
    Irregular fitted, 1-1/4" M1@.193 SF 11.50 9.04 20.54
  Mortar bed and joints
    Random ashlar, 3/4" M1@.173 SF 9.58 8.10 17.68
    Random ashlar, 1" M1@.208 SF 11.20 9.74 20.94
    Irregular fitted, 3/4" M1@.193 SF 8.92 9.04 17.96
    Irregular fitted, 1" M1@.228 SF 10.40 10.70 21.10
    Add for sand rubbed slate — SF 2.12 — 2.12
Curbs, Gutters and Driveway Aprons Costs assume 3 uses of the forms and 2,000 PSI concrete placed directly from the chute of a ready-mix truck. Concrete cast-in-place curb. Excavation or backfill not included. Use $750 as a minimum job charge.
Curbs
Craft@Hrs Unit Material Labor Equipment Total
    Using concrete, per cubic yard — CY 113.00 — — 113.00
    Vertical curb
      6" x 12" straight curb P9@.109 LF 4.11 5.19 1.53 10.83
      6" x 12" curved curb P9@.150 LF 4.17 7.14 2.11 13.42
      6" x 18" straight curb P9@.119 LF 6.10 5.67 1.67 13.44
      6" x 18" curved curb P9@.166 LF 6.20 7.90 2.33 16.43
      6" x 24" straight curb P9@.123 LF 8.09 5.86 1.73 15.68
      6" x 24" curved curb P9@.179 LF 8.18 8.52 2.52 19.22

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