32 12 Flexible Paving
32 12 Flexible Paving 32 12 16 − Asphalt Paving 32 12 16.13 Plant-Mix Asphalt Paving 0010 PLANT-MIX ASPHALT PAVING 0020 And large paved areas with no hauling included 0025 See Div. 31 23 23.20 for hauling costs 0080 Binder course, 1-1/2⬙ thick 0120 2⬙ thick 0130 2-1/2⬙ thick 0160 3⬙ thick 0170 3-1/2 ⬙ thick 0200 4⬙ thick 0300 Wearing course, 1⬙ thick 0340 1-1/2⬙ thick 0380 2⬙ thick 0420 2-1/2⬙ thick 0460 3⬙ thick 0470 3-1/2⬙ thick 0480 4 ⬙ thick 0500 Open graded friction course 0800 Alternate method of figuring paving costs 0810 Binder course, 1-1/2⬙ thick 0811 2⬙ thick 0812 3⬙ thick 0813 4⬙ thick 0850 Wearing course, 1⬙ thick 0851 1-1/2⬙ thick 0852 2⬙ thick 0853 2-1/2⬙ thick 0854 3⬙ thick 1000 Pavement replacement over trench, 2⬙ thick 1050 4⬙ thick 1080 6⬙ thick
Daily LaborCrew Output Hours Unit
B-25 7725 6345 5620 4905 4520 4140 䊲 B-25B 10575 7725 6345 5480 4900 4520 4140 䊲 B-25C 5000
.011 .014 .016 .018 .019 .021 .009 .012 .015 .018 .020 .021 .023 .010
S.Y.
B-25
630 690 800 900 䊲 B-25B 575 630 690 765 800 䊲 B-37 90 70 55 䊲
.140 .128 .110 .098 .167 .152 .139 .125 .120 .533 .686 .873
Ton
B-25C 9000 9000 9000 9000 9000 9000 9000 9000 9000 35000 25000 15000 10800 41000 34000 䊲 B-16 4200 3500 3100 䊲
.005 .005 .005 .005 .005 .005 .005 .005 .005 .001 .002 .003 .004 .001 .001 .008 .009 .010
䊲
䊲
S.Y. 䊲
Material
2010 Bare Costs Labor Equipment
Total
Total Incl O&P
5.30 7.05 8.85 10.60 12.35 14.15 3.51 5.90 7.90 9.75 11.65 13.65 15.60 3.30
.41 .50 .56 .65 .70 .76 .33 .45 .55 .64 .72 .78 .85 .35
.33 .40 .46 .52 .57 .62 .27 .36 .44 .51 .57 .62 .68 .45
6.04 7.95 9.87 11.77 13.62 15.53 4.11 6.71 8.89 10.90 12.94 15.05 17.13 4.10
6.85 9 11.05 13.20 15.30 17.40 4.66 7.60 10.05 12.30 14.50 16.85 19.20 4.66
65 65 65 65 68 68 68 68 68 7.30 14.45 23
5 4.59 3.96 3.52 6.10 5.55 5.10 4.59 4.39 18.55 24 30.50
4.07 3.72 3.21 2.85 4.87 4.45 4.06 3.66 3.50 1.69 2.17 2.77
74.07 73.31 72.17 71.37 78.97 78 77.16 76.25 75.89 27.54 40.62 56.27
83.50 82.50 81 80 89.50 88.50 87 86 85.50 38.50 55 75
1.82 2.24 2.63 3.02 1.63 2.22 3.05 3.44 3.84 .59 .76 1.18 1.55 .32 .40 .84 1.23 1.65
.20 .20 .20 .20 .20 .20 .20 .20 .20 .05 .07 .12 .16 .04 .05 .26 .31 .35
.25 .25 .25 .25 .25 .25 .25 .25 .25 .06 .09 .15 .21 .05 .07 .16 .19 .22
2.27 2.69 3.08 3.47 2.08 2.67 3.50 3.89 4.29 .70 .92 1.45 1.92 .41 .52 1.26 1.73 2.22
2.58 3.03 3.46 3.89 2.36 3.01 3.92 4.35 4.80 .80 1.05 1.64 2.18 .49 .59 1.49 2.03 2.59
32 12 16.14 Asphaltic Concrete Paving 0011 ASPHALTIC CONCRETE PAVING, parking lots & driveways 0015 No asphalt hauling included 0018 Use 6.05 C. Y. per inch per MSF for hauling 0020 6⬙ stone base, 2⬙ binder course, 1⬙ topping 0025 2⬙ binder course, 2⬙ topping 0030 3⬙ binder course, 2⬙ topping 0035 4⬙ binder course, 2⬙ topping 0040 1.5⬙ binder course, 1⬙ topping 0042 3⬙ binder course, 1⬙ topping 0045 3⬙ binder course, 3⬙ topping 0050 4⬙ binder course, 3⬙ topping 0055 4⬙ binder course, 4⬙ topping 0300 Binder course, 1-1/2⬙ thick 0400 2⬙ thick 0500 3⬙ thick 0600 4⬙ thick 0800 Sand finish course, 3/4⬙ thick 0900 1⬙ thick 1000 Fill pot holes, hot mix, 2⬙ thick 1100 4⬙ thick 1120 6⬙ thick 440
2010 Mechanical Cost Data
S.F.
▼
Copyright RSMeans/Reed Construction Data
Daily LaborCrew Output Hours Unit
B-25 7725 6345 5620 4905 4520 4140 䊲 B-25B 10575 7725 6345 5480 4900 4520 4140 䊲 B-25C 5000
.011 .014 .016 .018 .019 .021 .009 .012 .015 .018 .020 .021 .023 .010
S.Y.
B-25
630 690 800 900 䊲 B-25B 575 630 690 765 800 䊲 B-37 90 70 55 䊲
.140 .128 .110 .098 .167 .152 .139 .125 .120 .533 .686 .873
Ton
B-25C 9000 9000 9000 9000 9000 9000 9000 9000 9000 35000 25000 15000 10800 41000 34000 䊲 B-16 4200 3500 3100 䊲
.005 .005 .005 .005 .005 .005 .005 .005 .005 .001 .002 .003 .004 .001 .001 .008 .009 .010
䊲
䊲
S.Y. 䊲
Material
2010 Bare Costs Labor Equipment
Total
Total Incl O&P
5.30 7.05 8.85 10.60 12.35 14.15 3.51 5.90 7.90 9.75 11.65 13.65 15.60 3.30
.41 .50 .56 .65 .70 .76 .33 .45 .55 .64 .72 .78 .85 .35
.33 .40 .46 .52 .57 .62 .27 .36 .44 .51 .57 .62 .68 .45
6.04 7.95 9.87 11.77 13.62 15.53 4.11 6.71 8.89 10.90 12.94 15.05 17.13 4.10
6.85 9 11.05 13.20 15.30 17.40 4.66 7.60 10.05 12.30 14.50 16.85 19.20 4.66
65 65 65 65 68 68 68 68 68 7.30 14.45 23
5 4.59 3.96 3.52 6.10 5.55 5.10 4.59 4.39 18.55 24 30.50
4.07 3.72 3.21 2.85 4.87 4.45 4.06 3.66 3.50 1.69 2.17 2.77
74.07 73.31 72.17 71.37 78.97 78 77.16 76.25 75.89 27.54 40.62 56.27
83.50 82.50 81 80 89.50 88.50 87 86 85.50 38.50 55 75
1.82 2.24 2.63 3.02 1.63 2.22 3.05 3.44 3.84 .59 .76 1.18 1.55 .32 .40 .84 1.23 1.65
.20 .20 .20 .20 .20 .20 .20 .20 .20 .05 .07 .12 .16 .04 .05 .26 .31 .35
.25 .25 .25 .25 .25 .25 .25 .25 .25 .06 .09 .15 .21 .05 .07 .16 .19 .22
2.27 2.69 3.08 3.47 2.08 2.67 3.50 3.89 4.29 .70 .92 1.45 1.92 .41 .52 1.26 1.73 2.22
2.58 3.03 3.46 3.89 2.36 3.01 3.92 4.35 4.80 .80 1.05 1.64 2.18 .49 .59 1.49 2.03 2.59
32 12 16.14 Asphaltic Concrete Paving 0011 ASPHALTIC CONCRETE PAVING, parking lots & driveways 0015 No asphalt hauling included 0018 Use 6.05 C. Y. per inch per MSF for hauling 0020 6⬙ stone base, 2⬙ binder course, 1⬙ topping 0025 2⬙ binder course, 2⬙ topping 0030 3⬙ binder course, 2⬙ topping 0035 4⬙ binder course, 2⬙ topping 0040 1.5⬙ binder course, 1⬙ topping 0042 3⬙ binder course, 1⬙ topping 0045 3⬙ binder course, 3⬙ topping 0050 4⬙ binder course, 3⬙ topping 0055 4⬙ binder course, 4⬙ topping 0300 Binder course, 1-1/2⬙ thick 0400 2⬙ thick 0500 3⬙ thick 0600 4⬙ thick 0800 Sand finish course, 3/4⬙ thick 0900 1⬙ thick 1000 Fill pot holes, hot mix, 2⬙ thick 1100 4⬙ thick 1120 6⬙ thick 440
2010 Mechanical Cost Data
S.F.
▼
Copyright RSMeans/Reed Construction Data
