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⬙
䊲
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⬙
䊲
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
䊲
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.
䊲
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