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Last modified
11/23/2009 10:40:29 AM
Creation date
10/4/2006 10:11:24 PM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Community
Nemaha County Nebraska
Stream Name
Missouri River Miles 532.4-528.9
Title
Langdon Bend Habitat Restoration/Preservation Project Volume 3
Date
6/1/1995
Prepared For
US Army Corps of Engineers
Prepared By
Greenhorne & O'Mara, Inc.
Floodplain - Doc Type
Project
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<br />I <br /> <br />Fri 1-6 Jun 1995 <br />Eff. Date 03/21/95 <br />DETAILED ESTIMATE <br /> <br />u. s. Army Corps of Engineers <br />PROJECT LANGA1: Langdon Bend Alternative Al - Nemaha County, NE <br />FEASIBILITY ESTIMATE <br />06. Fish and Wildlife Facilities <br /> <br />TIME 14 :22: 01 <br /> <br />DETAIL PAGE 9 <br /> <br />I <br /> <br />--------~---------------------------------------------------------------------------------------------------------------------- <br /> <br />I <br /> <br />Wildlife Facilities & Sanctuary <br /> <br />QUANTI UOM MANHOUR <br /> <br />LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST <br /> <br />------------------------------------------------------------------------------------------------------------------------------- <br /> <br />I <br /> <br />PILOT CHANNEL EXCAVATION <br />A Crane with a 1.25cy dragline bucket and a 3cy backhoe will complete this <br />work. The material will be cast aside. See "Place Excess Material" for <br />placing and shaping of this material. Compaction is not required. <br /> <br />I <br /> <br />Production rate: <br /> <br />I <br /> <br />Dragline Dipper Capacity 1. 25cy <br /> Load Efficiency 90 . <br /> Load Carried 1.25{0.91=1.13cy <br /> Avg, Cycle Time 40 sec. <br /> Cycles per Hour 90 <br /> CY per Hour 1.13 (901=101cy/hr <br /> Efficiency Rate 67% <br /> Product in Rate 101(0.67)-68cy/hr <br />Backhoe Dipper Capacity 3cy <br /> Load Eft iciency 90% <br /> Load Carried 3(0.91=2.7cy <br /> Avg Cycle Time 28 sec. <br /> Cycles pr Hour 129 <br /> C'l per Hour 129 (2.7)=348cy/hr <br /> Eft iciency Rate 67' <br /> Production Rate 348{0.67)-233cy/hr <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Total <br /> <br />68 + 233 <br /> <br />301cy/hr Use 300cy/hr <br /> <br />I <br /> <br />Time to complete operation 195300cy/300cy/hr - 651hrs or 16.3weeks <br />which appears to be reasonable. <br /> <br />I <br /> <br />651. 00 HR <br /> <br />0.00 0.00 6.41 0.00 6.41 <br />0 0 4,170 0 4,170 <br />1.00 25.00 0.00 0.00 25.00 <br />651 16,275 0 0 16,275 <br />0.00 0.00 71.40 0.00 71.40 <br />0 0 46,480 0 46,480 <br /> <br />6.41 <br /> <br />I <br /> <br />TRK,HWY,4X2,F250,3/4T,8600 GVW <br />4X2 3/4-TON PICK-UP, 8600 GVW <br /> <br />651.00 HR <br /> <br />Foreman <br /> <br />25.00 <br /> <br />I <br /> <br />CRANE,MECH,TRK MTD, 50T/150'BOOM <br />REF. EP 1110-1-8 651.00 HR <br />50 TON WITH 150' BOOM <br /> <br />71.40 <br /> <br />I <br /> <br />651.00 HR <br /> <br />0.00 <br />o <br /> <br />0.00 <br />o <br /> <br />118.19 <br />76,943 <br /> <br />0.00 <br />o <br /> <br />118.19 <br />76,943 <br /> <br />118.19 <br /> <br />HYD EXCAV, CRWLR, 3.125CY SKT <br /> <br />651.00 HR <br /> <br />0.00 <br />o <br /> <br />0.00 <br />o <br /> <br />1.45 <br />944 <br /> <br />0.00 <br />o <br /> <br />1.45 <br />944 <br /> <br />1.45 <br /> <br />Small Tools <br /> <br />I <br /> <br />651.00 HR <br /> <br />1.00 <br />651 <br /> <br />9.72 <br />6,326 <br /> <br />0.00 <br />o <br /> <br />0.00 <br />o <br /> <br />9.72 <br />6,326 <br /> <br />9.72 <br /> <br />Outside Laborers, (Semi-Skilled) <br /> <br />I <br /> <br />1302.00 HR <br /> <br />1.00 <br />1,302 <br /> <br />23.41 <br />30,480 <br /> <br />0.00 <br />o <br /> <br />0.00 <br />o <br /> <br />23.41 <br />30,480 <br /> <br />23.41 <br /> <br />OUtside Equip. Operators, Heavy <br /> <br />I <br /> <br />LABOR ID: ClvrrA <br /> <br />EQUIP ID: MR0054 <br /> <br />CUrrency in DOLLARS <br /> <br />CREW ID: MRONAT UPB ID: MRON93 <br />
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