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C <br />3123 16.48 Excavation, Bulk, Drag Line <br />I Daily labor- <br />Crew Output Hours Unit <br />2009 Bare (osis <br />; Malerial labor E uipmeni Tolol <br />i Tolol <br />I IndO&p <br />-0012 <br />I Bucket drag line, 3/4 C.Y., sond/grovel <br />8121; 440. .03b <br />I B.C.Y. <br />} 1 1.35 <br />i 1.84 <br />3:19 <br />B.C.Y <br />0100 <br />; light clay <br />! ; 310 .052 <br />i <br />�3:q4 <br />•• 1.91.1 <br />2.61 <br />4.524 <br />581 <br />0110 <br />Heavy (toy <br />i 250 } .064 <br />I <br />3.96 <br />2.3711 <br />3.24 <br />5.611 <br />11' <br />0120 <br />Unclassified soil <br />I 280 I .057 <br />i <br />;4?8 <br />4.01 <br />r 2.121 <br />2.89 <br />5.01 <br />6.41 <br />0200 <br />1 1-1/2 C.Y. bucket, Bond/grovel <br />) B-1 2P 575 1 .028 <br />( 3.76 <br />4.55 <br />( 1.03 <br />I1.89 <br />2.921 <br />3,6 <br />0210 <br />fight clay <br />411016 <br />° <br />5.50 <br />1.351 <br />2.41 <br />3.82 <br />4.1 <br />-0220 <br />Heavy clay <br />I 1 352 045 <br />I <br />317 <br />l 1;69 <br />3.091 <br />4;7$ <br />5;9! <br />0230Unclassified <br />sail <br />1 300 053 <br />.I <br />348 <br />4v�$ <br />i 1:98 <br />3 63 <br />5.61 <br />1 <br />' 0300 j <br />3 t.Y,„sand/gravel � <br />B 12V 720 i .022 <br />! <br />. 10 <br />j .83 <br />2:14 <br />2;961 <br />3: <br />C, <br />0310 <br />light cloy <br />700 1 .023 <br />5 <br />i 85 <br />'' 2.20 <br />3.05 <br />3j <br />0320 <br />Heavy cloy i <br />600 I .027 <br />, _ 6:04 <br />2,30 <br />.99 } <br />2.57 <br />3.56 <br />4.31 <br />0330 <br />Unclassified soil j <br />550 + .029 ! <br />7.26 <br />i <br />I 1.08 III! <br />2.80 <br />3.88 <br />q.)', <br />31 23 1A.5f) Excavation. Bulk. Scraners <br />0010 <br />EXCAVATION; BULK, SCRAPERS <br />0100 <br />60 suopet 11 C.Y., sand & gravel 1500' haul, i/4. dozer <br />B -33F 690 .020 <br />B.C.Y <br />! 78 <br />210 <br />2 68 <br />�3:q4 <br />0150 <br />3000' haul <br />! 616 ' ,023 <br />s i .89 <br />2.38 <br />3.27 <br />3.96 <br />200 <br />0300 <br />5000' haul ` <br />Common earth, 1500' haul <br />1505 .028 <br />! 600 I .023 <br />1.07 <br />f .90 <br />2.42 <br />3.94 <br />{ 3.32 <br />;4?8 <br />4.01 <br />0350 <br />3000' haul <br />` 530 ! 026 <br />1.02 <br />2.74 <br />( 3.76 <br />4.55 <br />0400 <br />5000' haul <br />440 .032 <br />1 1 1.23 <br />3.30 <br />4.53 <br />5.50 <br />0410 <br />j Sandy cloy & loom, 1500' haul <br />i 648 {.022 <br />r <br />.83 <br />2.24 <br />3.07 <br />317 <br />0420. <br />3000' haul <br />572 .024 <br />.94 <br />I 2:54 <br />348 <br />4v�$ <br />X1430 <br />5000' NO <br />(475 029 <br />1 14 <br />3 05 <br />41 9 <br />. 10 <br />41500 - <br />(14y,1500' haul <br />f 375 .031 <br />I <br />144 <br />3 87 <br />5 <br />X50 <br />3.000' haul <br />1330: .042 <br />,' 1:64 <br />:4.40 <br />, _ 6:04 <br />2,30 <br />0600 <br />5000' haul <br />275 .051 <br />1.96 <br />5.30 <br />7.26 <br />8.15 <br />1000 <br />Self propelled scraper, 14 C.Y. 1/4 push dozer, sand <br />I <br />j <br />1050 <br />T Send and gravel, 1500' haul <br />13- 3D 920 ! .015 <br />{ <br />B.C.Y. <br />` .59 <br />I 2.03 <br />2.62 <br />3.11 <br />1100 <br />3000' haul <br />805 .017 <br />.67 <br />2.32 <br />2.99 <br />3.51 <br />5000' had, <br />645 :022 <br />84 <br />2,89 <br />3 73 <br />41 <br />:. <br />e� ;300 <br />Comiiioh earth, 1500' had <br />890 .018 <br />61 <br />2 33` <br />3 <br />54 <br />'� 3 03000' <br />haul <br />1700 .020 <br />77 <br />" 2 66 <br />3 43 <br />41U <br />4: <br />14p0 <br />5000' haul <br />i 560 .025 <br />96 <br />3A <br />' 4:29 <br />X10 <br />1420 <br />Sandy cloy& loom 1500' haul <br />864 .016 <br />.62 <br />2.16 <br />2.78 <br />3.31 <br />1430 <br />3000' haul <br />, 786 .018 <br />( .69 <br />2.37 <br />3.06 <br />3.65 <br />1440 ! <br />5000' haul <br />; 605 .023 <br />( <br />.89 <br />3.08 <br />3.97 <br />4.74 <br />1500 t <br />Cloy, 1500' howl <br />500 .028 <br />1.08 <br />3.73 <br />4.81 <br />515 <br />X550 <br />3000' haul <br />! 440 .032 <br />} . . j 23 <br />4.24 <br />547. <br />y6 Sq <br />100 <br />5000' howl <br />1350 .040 <br />( 154 <br />5 35 <br />b 89 <br />&q <br />Q00 <br />21 C.Y., 1/4 push dozer, sand & graver 1500'. hotil . <br />B;33. 11180 .012. <br />I 46 <br />193 <br />2.0. <br />BI <br />h00 <br />3000' had <br />910 .015 <br />59 <br />230 ( <br />3.09 <br />2200 <br />5000 haul � <br />� 150 .019 <br />t .72 <br />3.04 � <br />3.16 <br />4.43 <br />2300 <br />Common earth, 1500' haul 1 <br />10301 .014 <br />I .52 <br />2.21 j <br />2.73 <br />3.21 <br />2350 <br />3000' haul <br />790 .018 <br />68 1 <br />2.89 <br />3.511 <br />4.70 <br />2400 <br />5000' haul <br />650 ' .022 i <br />! .83 I <br />3.51 <br />4.34 <br />5.10 <br />2120 <br />Sandy cloy & loom, 1500' haul 4 <br />;1112 ` .013 <br />.49 <br />2.05 i <br />2:54::. <br />''2430 <br />3000' haul 6 <br />. l 854 i .016 <br />L -.,b3{ <br />2:67' <br />3:30 <br />>'A40 <br />5000' haul <br />' 702 j .020 <br />.77 ( <br />3,25 <br />4.02il <br />1 ': <br />2500 � <br />{lay, 1500 haul � <br />! 645 ! .022 <br />t <br />84 <br />3.541 <br />4:38, <br />02600 550: <br />3000' haul <br />495 ; .028 ; <br />1.09 <br />4.61 i <br />5.701 <br />6.10 <br />{ <br />5000' haul <br />405 ' .035 <br />I <br />` <br />1.33 <br />5.65 <br />f <br />6.98 <br />8,20 <br />i <br />2700 I <br />Towed, l0 C.Y., push dozer, sand & gravel, haul <br />i <br />B -33B 560 f .025 1 <br />I <br />.96 { <br />3.45 ! <br />4.41 <br />5 25 <br />, <br />224 <br />