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sheet t of 2 <br />CIRCES Coat Estimating Software <br />TRUCK/LOADER TEAM WORK <br />tPROJECT IpENTiFICATION <br />Agency or organization name DRMS - <br />Task 8 005 State Cokxado PetmiMob A N -1999 -006 <br />Date 14Q2/2009 County WOV Abbm -Mion none <br />Use( v MAC Site Kurtz Resourt a Recovery Filename 44006-005 <br />Permit or other lob action Bond Estimate _ <br />Task descnpbon Replacing Topsoil Tract A�� <br />HOURLY EQUIPMENT COST <br />Shift bests 1 per day <br />Source of quantity take -ott Revised Reclam bori Estimate (Spresdshect) <br />Source of estimated swell factor NA <br />Material purchase cost $000 /LCY Total cost _ $0 <br />HOURLY PRODUCTION <br />qupment Description <br />-- -� - - <br />-- <br />Truck/loader team -Truck <br />Cat _7730 (2002) <br />Truck Capacity <br />-Loader <br />CAT 50908 <br />— <br />truck Payload (weight) Basis <br />Support equipment -Load area <br />iVA <br />Matenai weight <br />-Dump area <br />Cat D6R -6S(2003) <br />Struck volume <br />Road maintenance -Motor grader <br />AT 14H <br />_ <br />a Heaped volume <br />Water truck <br />�ater Tanker. 3,500 <br />Gal <br />108 060 <br />pounds <br />Cost Breakdown . _ [Truck/Loader Work Team <br />Support Equipment T Road Maintenance Equipment <br />Truck I Loading Too' <br />Load Area Dump Area-, <br />Motor Grader <br />Water Truck <br />Import data filename truck, shovel <br />NA I dozer <br />grader <br />miscfruk <br />i <br />16 Utilization- machm_e j too 96 fi <br />NA J00 <br />— <br />50 <br />50 <br />- Ripper altachmenI i NA NA ; <br />NA i NA <br />NA <br />NA <br />t>wneiship costlhour ' <br />S6347 $8596 I <br />NA i t74 88 I <br />$41 68 <br />f if 1 98 <br />Operating costfhour <br />S9498 $15196 j <br />NA 1 $4027 i <br />t <br />$24 30 <br />I S12 16 <br />Ripper op cost/hour <br />NA NA l <br />NA t SO 00 I <br />$000 <br />NA <br />Operator cost/hour <br />S2588 t $3872 { <br />NA + $38 51 <br />Y38 91 <br />$38 70 <br />Unit subtotals <br />S 184 33 i 5276 64 <br />NA $10366 t <br />S f0489 <br />36283 <br />Number of units <br />I_ 2 1 ` <br />0 1 <br />Group subtotals i Work $64530 i <br />Support $10366 <br />Maintenance <br />$167 72 <br />Total work team cosVhour <br />$916.68 <br />MATERIAL. QUANTITIES <br />Initial Swell <br />Loose <br />volume 10,882 f CY factor <br />NA volume <br />10,882 <br />LCY <br />Source of quantity take -ott Revised Reclam bori Estimate (Spresdshect) <br />Source of estimated swell factor NA <br />Material purchase cost $000 /LCY Total cost _ $0 <br />HOURLY PRODUCTION <br />Truck Capacity <br />truck Payload (weight) Basis <br />Truck Bed (volume) Basis <br />Matenai weight <br />t 600 <br />poundsR_CY <br />Struck volume <br />3380 <br />ICY <br />Descr lop Soil <br />a Heaped volume <br />4590 <br />LCY <br />Rated payload <br />108 060 <br />pounds <br />Average volume <br />3985 <br />LCY <br />Payload capacity <br />67 54 <br />LCY <br />Adjusted volume' <br />45 90 <br />1 CY <br />h,nal truck volume based on number of wader passes <br />38.44 <br />LCY <br />d.,er ,a.mw .eta! o rxN OK4_ t I~ Seat`.00 N -oft -1 W*�_ <br />Loading Toot Capacity, <br />Job Condition Corrections <br />Site attitude (ft ) <br />4,8W <br />Rated rapacity (nom heapedi <br />7 500 <br />l Cy <br />Truck <br />_t <br />Loader <br />Source <br />D escr Hank Clay. Earth (1009° -105%) <br />Altitude ad) 1000 <br />1 000 <br />ICnt HBI <br />Bucket fib lector <br />t 075 <br />Job efficiency 0 830 <br />0 830 <br />(1 shi Wday) <br />Adjusted bucket CapacdY <br />7.687 <br />LCY <br />Net correction 0 830 <br />0T830 <br />