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Atkinson Construction
<br />5274 Lodge Creek Culvert Replacement
<br />Phil Larson
<br />Activity
<br />Resuurce
<br />Oesc Quantity
<br />Pcs Unit
<br />Cost Report
<br />Unit
<br />Cost
<br />Equip. Expend.
<br />Labor All Costs Matis.
<br />BID ITEM = 20000 Land Item SCHEDULE: 100
<br />Description = Stockpile
<br />$45,192.25 144.0000 MHILS
<br />144.0000 MHlUnit
<br />=> Item Totals: 20000 -Stockpile
<br />144.00 MH
<br />0.0139 UnitslHr
<br />$58,268.60 244.0000 MHILS 244.00 MH
<br />58,268 .6 00 1 LS
<br />Unit = LS Takeoff Quan: 1.000
<br />(8399.19] 12,803 6,985 25,404
<br />12,803.35 6,984.71 25,404.19
<br />[ 13648.78) 21,029 11,835 25,404
<br />21,029.21 11,835.20 25,404.19
<br />BID ITEM = 30000 Land Item SCHEDULE: 100
<br />Description = Diversion/EnviromcntallPumping Unit = 15 Takeoff Quan: 1.000
<br />Page 2
<br />07/26/2016 16:26
<br />Penn. Sub
<br />Mads. Contract
<br />Engr Quan:
<br />EngrQuan:
<br />Total
<br />1.000
<br />45,192
<br />45,192.25
<br />58,269
<br />58,268.60
<br />1.000
<br />20006005 Buy Material QuaD: 1.00 LS Hn/Sblt: 8.00 Cal; 588 WC:WA0201
<br />Tis list is
<br />2ECFNHIVIS
<br />2ECFNSLTWW
<br />2ECPOSTSTLT
<br />2ECSB
<br />2ECSTRAW
<br />3AQUABAR
<br />$15,975.63
<br />21006031
<br />a guess for materials needed.
<br />HIGH VISmILITY .F@108 1.00 400.00 LF
<br />SILT FENCE WWIRE@10 1.00 100.00 LF
<br />STEEL "T" POST@108% 1.00 100.00 EA
<br />SANDBAGS@108% 1.00 400.00 EA
<br />BALE OF STRA W@108% 1.00 50.00 EA
<br />Aqua Barrier@108% 1.00 1.00 LS
<br />TESCLabor
<br />Assume 4 days to install all TESC Material.
<br />Assume 1 day to remove and clean up.
<br />~4 4 MAN LABOR CREW
<br />8TRPU450 FLATRACK, BAREBED 1.00 40.00 HR
<br />LCOM LABORER, COMMON G# 3.00 120.00 MH
<br />LFM LABORER FOREMAN 1.00 40.00 MH
<br />160.00 MH
<br />40.00
<br />$11,811.62 160.0000 MHILS
<br />160.0000 MHlUnit 0.0250 UnitslHr
<br />0.200
<br />0.950
<br />2.000
<br />4.000
<br />5.000
<br />10,000.000
<br />[ ]
<br />QuaD: 1.00 LS Hn/Sbft:
<br />CH Prod: 5.0000 S
<br />16.167 782
<br />34.420 8,161
<br />36.920 2,868
<br />[ 7233.28) 11,029 782
<br />11,029.15 782.47
<br />·*Unrcvicwcd
<br />105 105
<br />124 124
<br />261 261
<br />2,091 2,091
<br />327 327
<br />13,068 13,068
<br />13,068 2,908 15,976
<br />13,068.00 2,907.63 15,975.63
<br />8.00 Cal: 588 WC: WA0201
<br />··Unrevicwcd
<br />Lab Pes: 4.00 Eqp Pes: 1.00
<br />782
<br />8,161
<br />2,868
<br />11,812
<br />11,811.62
<br />20006SO<i ReDtPumps QuaD: 1.00 LS Drs/Sbft: 8.00 Cal: 588 WC: WA0201
<br />$20,000 is
<br />I labor to
<br />LAB I
<br />4PUMP8
<br />LCOM
<br />$29,200.99
<br />a plug for the pumping system.
<br />man pumps while crews are not around only.
<br />1 MAN LABOR CREW 80 .00 CII
<br />8" Pump@108% 1.00
<br />LABORER, COMMON G# 1.00
<br />80.0000 MHILS
<br />80.0000 MHlUnit
<br />20.00 DAY
<br />80.00 MH
<br />80.00 MH
<br />0.0125 UnitsIHr
<br />Prod:
<br />1,000.000
<br />34.420
<br />[ 3552.15)
<br />10.0000 S
<br />5,441
<br />5,441
<br />5,440.99
<br />Lab Pcs: 1.00 Eqp Pes:
<br />23,760
<br />"Unreviewed
<br />0.00
<br />23,760
<br />5,441
<br />23,760 29,201
<br />23,760.00 29,200.99
<br />20006631 Flln Trees QuaD: 1.00 LS Hrs/Sbft: 12 .00 Cal: 611 WC: WA0201
<br />Use 330
<br />EX33 00
<br />8006
<br />8EX330
<br />OBHH
<br />OOL
<br />OGRADE
<br />$5,854.64
<br />to fall trees after pumps are
<br />EX 330, 06, OP, GC 75CYIHR
<br />D6D DOZER ( 140 lIP ) 1.00
<br />EXCAV CAT 330 (71K LB 1.00
<br />or ENG BACKHOE 3-5C 1.00
<br />OP ENG DOZER 09 & < 1.00
<br />or ENG GRADECHECKE 1.00
<br />36.0000 MHILS
<br />36.0000 MHIUnit
<br />running.
<br />12 .00 CH
<br />12.00 HR
<br />12.00 HR
<br />12 .00 MH
<br />12.00 MH
<br />12.00 MH
<br />36.00 MH
<br />0.0833 UnitslHr
<br />=---> Item Totals: 30000 -Dlversion/Enviromental/Pumping
<br />Prod: 1.0000 S
<br />67.848 1,064
<br />83.223 1,305
<br />40.090 1,194
<br />39.120 1,173
<br />36 .6 10 1,119
<br />[ 2191.29) 3,486 2,369
<br />3,485.65 2,368.99
<br />Lab Pes: 3.00 Eqp Pes: 2.00
<br />1,064
<br />1,305
<br />1,194
<br />],173
<br />1,119
<br />5,855
<br />5,854.64
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