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<br />Fri 16 Jun 1995
<br />Eff. Date 03/21/95
<br />DETAILED ESTIMATE
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<br />u. S. Army Corps of Engineers
<br />PROJEcr LANGA2: Langdon Bend Alternative A2 - Nemaha County, NE
<br />FEASIBILITY ESTIMATE
<br />06. Fish and Wildlife Facilities
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<br />TIME 14:23:51
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<br />DETAIL PAGE 10
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<br />Wildlife Facilities & Sanctuary
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<br />
<br />QUANTI UOM MANHOUR
<br />
<br />LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST
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<br />-------------------------------------------------------------------------------------------------------------------------------
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<br />
<br />Outside Equip. Operators, Oilers
<br />
<br />893.33 HR
<br />
<br />1
<br />
<br />BKT,CLAM,l-l/BCY,GEN PURP!SQNOSE
<br />1.125 CY, GEN. PURPOSE/SQUARE NO 893.33 HR
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<br />Grade Checker
<br />
<br />893.33 HR
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<br />TOTAL PILOT CHANNEL EXCAVATION
<br />
<br />268000 C'l
<br />
<br />PLACE EXCESS MATERIAL
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<br />
<br />1.00
<br />893
<br />
<br />0.00
<br />o
<br />
<br />1. 00
<br />893
<br />
<br />5,360
<br />
<br />17.10
<br />15,273
<br />
<br />0.00
<br />o
<br />
<br />12.86
<br />11,488
<br />
<br />99,601
<br />
<br />0.00
<br />o
<br />
<br />2.73
<br />2,442
<br />
<br />0.00
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<br />
<br />178,827
<br />
<br />3 D8N dozers will be used to complete this work at a production rate of
<br />275cy/hr. Fine grading is not required and neither is compaction.
<br />Therefor, the dozers will be used to shape the material.
<br />
<br />FILTER MATERIAL
<br /> A crane with a 1.25cy bucket and a 2ey FE loader will place this material
<br /> at a rate of 25 tons per hour.
<br /> OUtside Equip. Op. Heavy 1.00 23.41 0.00 0.00 23.41
<br /> 220.00 HR 220 5,150 0 0 5,150 23.41
<br /> CR,ME,CWLR,LIFTING,50T,W/50'BOOM 0.00 0.00 54.67 0.00 54.67
<br /> 50 TON LIF~rING CRANE w/50' BOOM 272.00 HR 0 0 14,S71 0 14,871 54.67
<br /> BKT,CLAM,1-1/8CY,GEN PURP/SQNOSE 0.00 0.00 2.73 0.00 2.13
<br /> 1.125 CY, GEN. PURPOSE/SQUARE NO 272.00 HR 0 0 744 0 744 2.73
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<br />OUtside Equip. Op. Heavy
<br />
<br />2923.64 HR
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<br />DOZER,CWLR,CAT D-8N, (ADD BLADE)
<br />POWERSHIFl', (ADD BLADE) 2923.64 HR
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<br />1
<br />
<br />BLADE, UNIVERSAL,HYDR,FOR DS
<br />BLADE, UNIVERSAL,HYDRAULIC,FOR D 2923.64 HR
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<br />TRK,HWY,4X2,F250,3/4T,S600 GVW
<br />4X2 3/4-TON PICK-UP, 8600 GVW
<br />
<br />974.55 HR
<br />
<br />Foreman
<br />
<br />,I
<br />II
<br />
<br />914.55 HR
<br />
<br />Grade Checker
<br />
<br />974.55 HR
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<br />TOTAL PIACE EXCESS MATERIAL
<br />
<br />268000 CY
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<br />;1
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<br />LABOR ID; CIV'I'TA
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<br />EQUIP ID; MR0054
<br />
<br />CUrrency in DOLLARS
<br />
<br />1. 00
<br />2,924
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<br />0.00
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<br />0.00
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<br />
<br />0.00
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<br />
<br />1. 00
<br />975
<br />
<br />1.00
<br />975
<br />
<br />4,813
<br />
<br />23.41
<br />68,442
<br />
<br />0.00
<br />o
<br />
<br />0.00
<br />o
<br />
<br />0.00
<br />o
<br />
<br />25.00
<br />24,364
<br />
<br />12.86
<br />12,533
<br />
<br />105,339
<br />
<br />0.00
<br />o
<br />
<br />65.12
<br />190,401
<br />
<br />6.93
<br />20,266
<br />
<br />6.41
<br />6,242
<br />
<br />0.00
<br />o
<br />
<br />0.00
<br />o
<br />
<br />216,909
<br />
<br />0.00
<br />o
<br />
<br />0.00
<br />o
<br />
<br />0.00
<br />o
<br />
<br />0.00
<br />o
<br />
<br />0.00
<br />o
<br />
<br />0.00
<br />o
<br />
<br />0.00
<br />o
<br />
<br />0.00
<br />o
<br />
<br />0.00
<br />o
<br />
<br />17.10
<br />15,273
<br />
<br />17.10
<br />
<br />2.73
<br />2,442
<br />
<br />2.73
<br />
<br />12.86
<br />11,488
<br />
<br />12.86
<br />
<br />o
<br />
<br />278,427
<br />
<br />1.04
<br />
<br />23.41
<br />6S,442
<br />
<br />23.41
<br />
<br />65.12
<br />190,401
<br />
<br />65.12
<br />
<br />6.93
<br />20,266
<br />
<br />6.93
<br />
<br />6.41
<br />6,242
<br />
<br />6.41
<br />
<br />25.00
<br />24,364
<br />
<br />25.00
<br />
<br />12.86
<br />12,533
<br />
<br />12.86
<br />
<br />o
<br />
<br />322,248
<br />
<br />1.20
<br />
<br />CREW ID; MRONAT UPB ID; MRON93
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