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71 <br />.51 <br />.13 <br />1.12 <br />.86 <br />.78 <br />.56 <br />,44 <br />1.16 <br />.91 <br />.83 <br />.61 <br />.47 <br />1.24 <br />.91 <br />.81 <br />'61 <br />'50 <br />1.33 <br />1.03 <br />.69 <br />.53 <br />2.46 <br />2.58 <br />2.83 <br />4.53 <br />02 <br />5.15 <br />).65 <br />1.05 <br />?.45 <br />k85 <br />.35 <br />'.40 <br />.93 <br />.99 <br />112 <br />-.52 <br />.37 <br />.51 <br />.95 <br />.65 <br />.051 <br />.30 <br />55 <br />UUIIY LUUUI- MY bore LOSIS <br />3123 16.46 Excavating, Bulk, Dozer Crew Output Hours Unit Material labor Equipment Total <br />10101 <br />I Ind O&P <br />40001 <br />200 H.R, 50' haul, sand &grovel BAN 1400 .009 8.C.Y..33 <br />I .77 1.10 <br />1,35 <br />Sandy (lay & loom 1360 009 <br />l <br />.34 80 IA <br />1020 <br />Common earth 1230 .010 <br />37 -88 1.251 <br />1.53 <br />4040 <br />Cloy 770 .016 <br />.59 1.40 1.99 <br />2-45 <br />4200 <br />150, haul, sand & gravel j S95 .020 <br />i .77 1.82 2.59 <br />I 3.17 <br />4210 <br />Sandy (lay & loom j 580 .021 <br />.79 1.87 2.66' <br />3.25 <br />. 4220 <br />Common earth 516 .02.3 <br />89 2.10 2.99 <br />3.65 <br />040 <br />Cloy 325:.037 1 <br />1.41 3.33 4.741 <br />5.180. <br />300' haul, sands gfovel 310 .039 <br />1.47 149 436 <br />6.10 <br />4110 <br />1 Sandy cloy & loom 300 .040 <br />1 1.52 3.61 5.131 <br />6,30 <br />4420 <br />Common earth 270 044 <br />1.69 4.01 j 5.70 <br />j 7 <br />4440 <br />Cloy 170 I .071 j <br />2-69 6.35 9.041 <br />11.10 <br />5000 <br />300 H.P., 50, haul, sand & gravel 8-10M 1900 t .00624 <br />.75 .99 <br />'28 <br />1.19 <br />5010 <br />Sandy cloy & loom 1850 .006 <br />.25 .77 1.021 <br />t <br />1.22 <br />502 <br />Common earth 1650 .007 <br />i .86 1.14 <br />101 <br />6Q40 <br />f <br />; (lay i 1025 <br />.4 5 1.39 j 1.84 <br />2'.21 <br />5200 <br />haul; sand .9 gravel 1920 .013 <br />I .50-i 1,55 205. <br />7. 45' <br />21 <br />`150' <br />89 5 <br />Sandy clay loam .013 <br />Sand I & I <br />.51 1 1.59. I <br />5220 <br />Common earth f 800 .015 <br />S7 1 1.78 j 235 <br />2.83 <br />5240 <br />Cloy 500 .024 i <br />.91 i 2.851 3.76 <br />4.52 <br />5100 <br />300' haul, sand & gravel 470 .026 <br />.97 3.03 4 <br />1 4.80 <br />5410 <br />I Sandy cloy & loom 455 .026 <br />1 3.13 4.18 <br />4.96 <br />5420 <br />Common em$ 1 410 029 j <br />t 1.12 1 3.47 j. 4.59 <br />5;50 <br />5440 <br />day 250 .048 <br />1.831 5.70 7 53.E9 <br />1 5506: <br />460 H.P., Al haul, sand 8 gravel B.IOX 1930 .006. <br />.24 .96 <br />5506 <br />Sandy cloy & loom 1880 .006 <br />.24 .78 1.22 <br />4`5 <br />5510 <br />Common earth it 1680 .007 <br />.27 j 1.10 1.37 <br />1.62 <br />5520 <br />i <br />(lay i 1050-011 <br />.441 1.76 2.20 <br />2.60 <br />5530 <br />150' haul, sand & gravel 1290 j .009 <br />.35 1.431 1.781 <br />2.12 <br />5535 <br />Sandy cloy & loom i 12501 .010 <br />.37 1.48 1.85 <br />2.18 <br />5540 <br />Common earth 1120 .01.1 f <br />I .41 j 1.651 2.06 <br />2.44 <br />SSSti <br />Cloy 700 .017 <br />.65 2.64 <br />31'9 Q, <br />5560 <br />300' haul, sand grdW 660 .018 1 <br />.69 2.80 3.49 <br />41111' <br />SS65 <br />Sandy cloy & loam 640 i .019 I <br />.71 1 2.89 j 160 <br />4.26 <br />5570 <br />Common earth 575 I .021 1 <br />.80 3.22 4.02 <br />4.75- <br />5S80 <br />Clay 1350 .034 1 <br />1.31 5.30 6.61 <br />7.80 <br />6000 <br />700 H.P., 50' haul, sand & gravel j B-1 OV j 3500 1 .003 <br />.13 1.21 1.34 <br />1.53 <br />6006 <br />Sandy clay & loom 3400 .004 <br />.13 1.241 1.37 <br />1.57 <br />6010 <br />6020 <br />Common Borth l 3035 j M4 <br />(lay 1925 <br />151 1.391 1.54 <br />i 2.201. 2.44 <br />1 r1 <br />2.78 <br />.006 <br />j <br />.24 <br />6030 <br />150' haul, sand & gravel 12025 .006 <br />I .231 .2.09 2.32 <br />2:.64 <br />6035 <br />Sandy cloy & loom 151601; .006 <br />.231 2.16 2.39 <br />2.72 <br />6040 <br />Common earth i17501 .007 1! <br />261 2.42 2.68 <br />3.06 <br />6050 <br />Cloy 11001 '011 <br />.421 3.85 4.27 <br />4.86 <br />6060 <br />300' haul, sand & gravei 1030 .012 <br />.441 4.11 4.55 <br />5-20 <br />6065 <br />Sandy clay & loom 1005 .012 1 <br />1 <br />AS 1 4.21 4.66 <br />5.30 <br />6070 <br />Common earth 1 900 .013 <br />.51 j 4.70 5.21 <br />5.9: <br />6080 1(lay <br />550 022 <br />.83 7.70 8.53* <br />.9;70 <br />6090 <br />for dozer A ripper, see Div. 3i 21,14.12- <br />13 <br />123 16.48 Excavation, Bulk, Drag Line <br />' <br />0010 <br />E X" CAVAtION, BULK, DRAG LINO <br />001, <br />Excavate and load on truck, bank on <br />223 <br />