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Atkinson Construction
<br />5274 Lodge Creek Culvert Replacement 07/2612016
<br />Page 3
<br />16:26
<br />Phil Larson
<br />Activity
<br />Resource
<br />Desc
<br />BID ITEM ,., 30000
<br />Pes
<br />Description = DiversioniEnviromental/Pumping
<br />QUlUltity
<br />Unit
<br />Cost Report
<br />Unit
<br />Cost
<br />Equip.
<br />Labor All Costs
<br />Land Item SCHEDULE: 100
<br />Unit = LS TakeoffQuan:
<br />Expend.
<br />Matis.
<br />1.000
<br />Perm. Sub
<br />Matis. Contract
<br />Engr Quan:
<br />Total
<br />1.000
<br />$62,842.88
<br />62,842.880
<br />276.0000 MH/18
<br />l1S
<br />276.00 MH [ 12976.72] 19,956 3,151 13,068 2,908 23,760 62,843
<br />19,955.79 3,151.46 13,068.00 2,907.63 23,760.00 62,842.88
<br />BID ITEM '" 40000
<br />Description = Shoring
<br />40001005 Buy Pea Gravel
<br />16 each x 3' holes x 40' = 167 cy @ 30% waste
<br />Using CFD for plug pricing.
<br />2CONCCDF CONTROLLED DENSIT@ 1.00
<br />40001009 Trucking for Soldier PIle
<br />Piles and sheets = 4 loads in and out.
<br />4 hour rounds from yard = 16 hrs x 2
<br />5TRHRFLTBD TRUCK SEMI FLATBE@ 1.00
<br />220.00 CY
<br />32 hrs.
<br />32.00 HR
<br />LiU1d Item
<br />Unit =
<br />Quan:
<br />220 cy
<br />QuaD:
<br />SCHEDULE: 100
<br />18 TakeoffQuan: 1.000 EngrQuan:
<br />220.00 CY "nISbn: 8.00 Cal: 508 WC: W A0201
<br />200.000 57,499
<br />32.00 HR Hrs/Sbrt: 8.00 Cal: 508 WC: W A020}
<br />150.000 6,273
<br />40001013 BuynReDtS~ISbeeu QuaD: 56,160.00 LB UrslSbft: 8.00 Cal: 508 WC: WA0201
<br />16 beams and 16 sheets
<br />16 x 40 x 117 = 28080 Ibs
<br />Sheets weigh about the same so call it 56,160 ~
<br />3SHPLGFA SHORING PLATES GF@1 1.00 56,160.00 LB 0.175 12,843
<br />40001028 Drill Soldier PIle QuaD: 5.00 DAY HnlSbrt: 8.00 Cal: 508 WC: WA0201
<br />Need plug from driller.
<br />Go with Mobilization + day rate + Pea Gravel cost.
<br />Assume 4 to 5 days
<br />4DRSHAFTDAY DayRate@108% 1.00 5.00 DAY 8,000.000 47,520
<br />40001029 Load Drill Spoils Quan: 220.00 CY HnlSbet: 8.00 Cal: 508 WC:WA0201
<br />LD966 LOADER 966D, OP, LAB 32.00 CH Prod: 4.0000 S Lab Pes: 3.00 Eqp Pes:
<br />8LD966 WHEEL LOADER CAT 96 1.00 32.00 HR 74.235 3,104
<br />STROU5 JOB HAUL DUMP TRUC 1.00 32.00 HR 33.723 1,410
<br />LCOM LABORER, COMMON G# 1.00 32.00 MH 34.420 2,176
<br />OBHL OP ENG BACKHOEIL<75 1.00 32.00 MH 39.120 2,718
<br />OFELL OP ENG FE LDR <6 CY G 1.00 32.00 MH 39.570 2,740
<br />$12,149.09 0.4363 MH/CY 96.00 MH [ 21.224] 7,635 4,515
<br />0.4364 MHlUnit 6.8750 UnitslHr 34.70 20.52
<br />40001041 Rem POe & Sbeets QuaD: 32.00 EA HrslSbft: 8.00 Cal: 508 WC: WA0201
<br />Includes install of sheets and removal of sheets and pile.
<br />Ones shift to install and 2 to remove.
<br />EX330
<br />8EX330
<br />OBHH
<br />OGRADE
<br />EX 330, OP, GRDCHK 75CYIHR
<br />EXCAV CAT 330 (71K LB 1.00
<br />OP ENG BACKHOE 3-5C 1.00
<br />OP ENG GRADECHECKE 1.00
<br />24.00 HR
<br />24.00 MH
<br />24.00 MH
<br />24.00 CH Prod:
<br />83.223
<br />40.090
<br />36.610
<br />3.0000 S Lab Pes:
<br />2,073
<br />1,950
<br />2,610
<br />2.00 Eqp Pes:
<br />1.000
<br />..... Uruevjewed
<br />57,499
<br />**Unrcvicwcd
<br />6,273
<br />:to"U.nreviewed
<br />12,843
<br />....... Unrcvjcwed
<br />47,520
<br />··Unreviewcd
<br />2.00
<br />3,104
<br />1,410
<br />2,176
<br />2,718
<br />2,740
<br />12,149
<br />55.22
<br />:t·Unreviewed
<br />1.00
<br />2,610
<br />2,073
<br />1,950
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