06 11 Wood Framing - RSMeans

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06 11 Wood Framing 06 11 10 − Framing with Dimensional, Engineered or Composite Lumber 06 11 10.32 Sill and Ledger Framing

Daily LaborCrew Output Hours Unit

4261 4281 4402 4422 4462 4480

2 Carp 400 350 450 350 300 260 䊲

.040 .046 .036 .046 .053 .062

L.F.

2 Carp 2350 2000 1500 1300 䊲

.007 .008 .011 .012

L.F.

2 Carp 900 850 750 620 560 500 500 400 300 䊲

.018 .019 .021 .026 .029 .032 .032 .040 .053

L.F.

2⬙ x 10⬙ 2⬙ x 12⬙ 4⬙ x 4⬙ 4⬙ x 6⬙ 4⬙ x 8⬙ 4⬙ x 10⬙



Material

2010 Bare Costs Labor Equipment

Total Incl O&P

Total

1.35 1.80 1.52 2.25 4.68 5.85

1.16 1.33 1.03 1.33 1.55 1.79

2.51 3.13 2.55 3.58 6.23 7.64

3.45 4.22 3.42 4.72 7.75 9.45

.33 .53 .35 .56

.20 .23 .31 .36

.53 .76 .66 .92

.69 .97 .90 1.21

.44 .64 .84 .25 .38 .56 .83 1.39 2.77

.52 .55 .62 .75 .83 .93 .93 1.16 1.55

.96 1.19 1.46 1 1.21 1.49 1.76 2.55 4.32

1.35 1.62 1.96 1.53 1.81 2.18 2.48 3.49 5.65

06 11 10.34 Sleepers 0010 SLEEPERS 0100 On concrete, treated, 1⬙ x 2⬙ 0150 1⬙ x 3⬙ 0200 2⬙ x 4⬙ 0250 2⬙ x 6⬙



06 11 10.36 Soffit and Canopy Framing 0010 SOFFIT AND CANOPY FRAMING 1002 Canopy or soffit framing , 1⬙ x 4⬙ 1021 1⬙ x 6⬙ 1042 1⬙ x 8⬙ 1102 2⬙ x 4⬙ 1121 2⬙ x 6⬙ 1142 2⬙ x 8⬙ 1202 3⬙ x 4⬙ 1221 3⬙ x 6⬙ 1242 3⬙ x 10⬙ 1250



06 11 10.38 Treated Lumber Framing Material 0010 TREATED LUMBER FRAMING MATERIAL 0100 2⬙ x 4⬙ 0110 2⬙ x 6⬙ 0120 2⬙ x 8⬙ 0130 2⬙ x 10⬙ 0140 2⬙ x 12⬙ 0200 4⬙ x 4⬙ 0210 4⬙ x 6⬙ 0220 4⬙ x 8⬙

M.B.F.



520 555 775 810 900 1,150 1,125 1,750

520 555 775 810 900 1,150 1,125 1,750

570 615 855 890 990 1,250 1,250 1,925

06 11 10.40 Wall Framing 0010 WALL FRAMING R061110-30 0100 Door buck, studs, header, access, 8⬘ H, 2⬙ x 4⬙ wall, 3⬘ W 1 Carp 0110 4⬘ wide 0120 5⬘ wide 0130 6⬘ wide 0140 8⬘ wide 0150 10⬘ wide 0160 12⬘ wide 0170 2⬙ x 6⬙ wall, 3⬘ wide 0180 4⬘ wide 0190 5⬘ wide 0200 6⬘ wide 0210 8⬘ wide 0220 10⬘ wide 0230 12⬘ wide 0240 Window buck, studs, header & access, 8⬘ high 2⬙ x 4⬙ wall, 2⬘ wide 0250 3⬘ wide ▼

2010 Contractor's Pricing Guide: Residential Detailed Costs

32 32 32 32 30 30 30 32 32 32 32 30 30 30 24 24

.250 .250 .250 .250 .267 .267 .267 .250 .250 .250 .250 .267 .267 .267 .333 .333

Ea.



10.40 11.15 13.80 14.95 19.90 29.50 57 14.50 15.25 17.90 19.05 24 34 61 11.05 12.90

7.30 7.30 7.30 7.30 7.75 7.75 7.75 7.30 7.30 7.30 7.30 7.75 7.75 7.75 9.70 9.70

17.70 18.45 21.10 22.25 27.65 37.25 64.75 21.80 22.55 25.20 26.35 31.75 41.75 68.75 20.75 22.60

Copyright RSMeans/Reed Construction Data

23.50 24.50 27.50 28.50 35 45.50 75.50 28 29 32 33.50 39.50 50 80 28.50 30.50 85