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<br />PROJECT LANGBI:
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<br />U.S. Army CorpS of Engineers
<br />Langdon Bend Alternative B - Nemaha County, NE
<br />FEASIBILITY ESTIMATE
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<br />Fri 16 Jun 1995
<br />Eft. Date 03/21/95
<br />DETAILED ESTIMATE
<br />
<br />project Distributed Costs
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<br />Prime Contractor
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<br />1
<br />
<br />Supervisor
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<br />OUtside Truck Dr. Heavy
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<br />TRK, HWY, 44,300 GVW, 3 AXLE
<br />44,300 GVW, 3 AXLE
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<br />TRK TRLR, LOWBOY. 75 TON, 3 AXLE
<br />75 TON, 3 AXLE
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<br />Grade Checker
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<br />SCRAPER,SELF, 32-44CY, 52T, PS
<br />REF. EP 1110-1-8
<br />32-44 cr, 52 TON, POWERSHIFT
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<br />
<br />BLADE, UNIVERSAL, HYDR (FOR 010
<br />REF. EP 1110-1-8
<br />BLADE, UNIVERSAL,HYDRAULIC, FOR
<br />010
<br />
<br />,I
<br />
<br />DOZER,CWLR, D-ION,PS (ADD BLADE)
<br />REF. EP 1110-1-8
<br />POWERSHIF"I' (ADD BLADE)
<br />
<br />1
<br />
<br />TRK,OFF-HWY,R-DUMP, 32-44CY, SOT
<br />REF. EP 1110-1-8
<br />32-44 CY, SOT, REAR DUMP,POWERSH
<br />1FT
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<br />LDR,FE, WH, 4.00 CY, ARTIe, 966E
<br />REF. EP 1110-1-8
<br />4 CY, ARTICULATED
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<br />TOTAL Demobilization
<br />
<br />QUANTY UOM MMrnOUR
<br />
<br />8.00 HR
<br />
<br />352.00 HR
<br />
<br />352.00 HR
<br />
<br />352.00 HR
<br />
<br />8.00 HR
<br />
<br />48.00 HR
<br />
<br />16.00 HR
<br />
<br />16.00 HR
<br />
<br />24.00 HR
<br />
<br />8.00 HR.
<br />
<br />1. 00 HRS
<br />
<br />1. 00
<br />8
<br />
<br />1.00
<br />352
<br />
<br />0.00
<br />o
<br />
<br />0.00
<br />o
<br />
<br />1. 00
<br />8
<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 />592
<br />
<br />TIME 14:26:30
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<br />DETAIL PAGE 4
<br />
<br />LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST
<br />
<br />23.10
<br />185
<br />
<br />19.23
<br />6,768
<br />
<br />0.00
<br />o
<br />
<br />0.00
<br />o
<br />
<br />12.86
<br />103
<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 />11,933
<br />
<br />0.00
<br />o
<br />
<br />0.00
<br />o
<br />
<br />28.47
<br />10,023
<br />
<br />8.66
<br />3,047
<br />
<br />0.00
<br />o
<br />
<br />41.98
<br />2,015
<br />
<br />4.45
<br />71
<br />
<br />26.76
<br />428
<br />
<br />30.33
<br />728
<br />
<br />12.78
<br />102
<br />
<br />18,158
<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 />0.00
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<br />
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<br />On-site Operations
<br />Per diem of $50 per day was added to account for travel based on the Corps'
<br />review comment number 101. It is assumed that the contractor will come
<br />from Omaha which would be to far to travel back and forth on a daily basis.
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<br />The crew is made up of the following:
<br />1 Supervisor
<br />1 Forman
<br />3 Laborers
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<br />LABOR In: CIVTTA
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<br />EQUIP ID: MR0054
<br />
<br />CUrrency in DOLLARS
<br />
<br />23.10
<br />185
<br />
<br />23.10
<br />
<br />19.23
<br />6,768
<br />
<br />19.23
<br />
<br />28.4 7
<br />10,023
<br />
<br />28.47
<br />
<br />8.66
<br />3,047
<br />
<br />8.66
<br />
<br />12.86
<br />103
<br />
<br />12.86
<br />
<br />41. 98
<br />2,015
<br />
<br />41.98
<br />
<br />4.45
<br />71
<br />
<br />4.45
<br />
<br />26.76
<br />428
<br />
<br />26.76
<br />
<br />30.33
<br />728
<br />
<br />30.33
<br />
<br />12.78
<br />102
<br />
<br />12.78
<br />
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<br />
<br />30,091 30090.92
<br />
<br />CREW ID: MRONAT UPB In: MRON93
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