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<br />I <br /> <br />Fri 16 Jun 1995 <br />Eff. Date 03/21/95 <br />DETAILED ESTIMATE <br /> <br />u.s. Army Corps of Engineers <br />PROJECT LANGA2; Langdon Bend Alternative A2 - Nemaha County, NE <br />FEASIBILITY ESTIMATE <br /> <br />TIME 14:23:51 <br /> <br />I <br /> <br />DETAIL PAGE 7 <br /> <br />06. Fish and wildlife Facilities <br /> <br />1 <br /> <br />Wildlife Facilities & Sanctuary <br /> <br />QUANTY UOM MANHOUR <br /> <br />LABOR EQUIPMNT MATERIAL TOTAL COST UNIT COST <br /> <br />I <br /> <br />Fish and Wildlife Facilities <br /> <br />wildlife Facilities & Sanctuary <br /> <br />I <br /> <br />CLEARING AND GRUBBING <br /> <br />I <br /> <br />Two DBN dozers will be used to complete this work. The material will be <br />pushed off the the side and left on site. Based on the Corps' review <br />comment number 98 and discussons with Rich Stricker from the Corps, this <br />work will be completed at a rate of 0.1 acres per hour. <br /> <br />I <br /> <br />OUtside Equip. Op. Heavy 1.00 23.41 0.00 0.00 23.41 <br /> 400.00 HR 400 9,364 0 0 9,364 23.41 <br />DOZER,CWLR,CAT D-8N, (ADD BLADE) 0.00 0.00 65.12 0.00 65.12 <br />POWERSHIFT , (ADD BLADE) 400.00 HR 0 0 26,050 0 26,050 65.12 <br />BLADE, UNlVERSAL,HYDR,FOR D8 0.00 0.00 6.93 0.00 6.93 <br />BLADE, UNlVERSAL,HYDRAULIC,FOR D 400.00 HR 0 0 2,773 0 2,773 6.93 <br />TRK,HWY,4X2,F250,3/4T,8600 GVW 0.00 0.00 6.41 0.00 6.41 <br />4X2 3/4-TON PICK-UP, 8600 GVW 200.00 HR 0 0 1,281 0 1,281 6.41 <br />Foreman 1.00 25.00 0.00 0.00 25.00 <br /> 200.00 HR 200 5,000 0 0 5,000 25.00 <br />OUtside Laborer (Semi-Skilled) 1.00 9.72 0.00 0.00 9.72 <br /> 400.00 HR 400 3,887 0 0 3,887 9.72 <br />CHAINSAW, 31" BAR 0.00 0.00 1.55 0.00 1.55 <br />CHAINSAW - 31" BJ\R 400.00 HR 0 0 622 0 622 1.55 <br /> --------- --------- --------- ----------- <br />TOTAL CLEARING AND GRUBBING 20.00 AC 1,000 18,251 30,725 0 48,976 2448.80 <br /> <br />1 <br /> <br />I <br /> <br />I <br /> <br />II <br /> <br />II <br /> <br />I <br /> <br />I <br />II <br /> <br />STRIP & STOCKPILE TOPSOIL <br /> <br />Two D8N dozers will complete this work at a rate of 225cy per hr. The <br />material will be pushed off the the side and stockiled for use later. <br /> <br />I <br />II <br /> <br />OUtside Equip. Op. Heavy 1.00 23.41 0.00 0.00 23.41 <br /> 285.33 HR 28S 6,680 0 0 6,680 <br />DOZER,CWLR,CAT D-8N, (ADD BLADE) 0.00 0.00 65.12 0.00 65.12 <br />POWERSHIFT , (ADD BLADE) 285.33 HR 0 0 18,582 0 18,582 <br />BLADE, UNIVERSAL, HYDR, FOR D8 0.00 0.00 6.93 0.00 6.93 <br />BLADE, UNlVERSAL,HYDRAULIC,FOR D 285.33 HR 0 0 1,978 0 1,978 <br />TRK,HWY,4X2,F250.3/4T,8600 GVW 0 .00 0.00 6.41 O. 00 6.41 <br />4X2 3/4-TON PICK-UP, 8600 GVW 142.67 HR 0 0 914 0 914 <br /> <br />23.41 <br /> <br />65.12 <br /> <br />6.93 <br /> <br />II <br /> <br />6.41 <br /> <br />I <br /> <br />LABOR ID: CIV'ITA <br /> <br />EQUIP 1D; MR0054 <br /> <br />CUrrency in DOLLARS <br /> <br />CREW 1D; MRONAT UPS 1D; MRON93 <br />