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<br />Table '12
<br />
<br />Preliminary Cost Estimllte
<br />
<br />Alternative No.5
<br />
<br />Cemetery LElvee/Chanl1el, Q100 = 5000 cis
<br />
<br />With Improvements At Pawnee Channel
<br />Item
<br />Improvements At Cemetery
<br />1. General
<br />Mobilization
<br />Traffic Control
<br />2. Channels
<br />Clearing & Grubbing
<br />Remove and Replace Topsoil
<br />Overflow chan. east of railroad to S. P
<br />Channel south of CR 24
<br />Seeding and Revegetation
<br />3. County Road Modifications
<br />4. Private Drive Modifications
<br />5, Concrete Floodwall
<br />Conc. Floodwall south of CR 24
<br />6. Railroad Crossing
<br />Box culvert at railroad
<br />7. Levees
<br />Clearing & Grubbing
<br />Remove and Replace Topsoil
<br />Earthwork for levee north of CR 24
<br />Seeding and Revegetation
<br />Road Closure
<br />8. Sterling No. 1 Ditch Crossing
<br />9. Stormwater Drain Culvert
<br />Improvements At Pawnee Creek
<br />1. Highway 6 Bridge Opening
<br />2. Downstream Channel Improvements
<br />3, Upstream Channel Improvements
<br />4. Sterling NO.1 Canal Stabilization
<br />5. Springdale Ditch Improvements
<br />Atwood Overflow Improvements
<br />1. Railroad Culverts
<br />2. Springdale Ditch Improvements
<br />
<br />Engineering Costs (12%)
<br />Legal, Fiscal & Administration (5%)
<br />Land Acquisition (Channel & Levees)
<br />
<br /> Unit ,ouantitiy U
<br /> --
<br /> L" 1 $
<br /> ,)
<br /> L" 1 $
<br /> ,)
<br /> AC 24
<br /> CY 38, '120
<br />latte Riv. CY 203,000
<br /> CY !;,OOO
<br /> AC 24
<br /> LF 300
<br /> L.F 2000
<br /> CY 370
<br /> LS 1
<br /> AC 2
<br /> CY 3,227
<br /> CY 7.500
<br /> AC 2
<br /> LS 1 $
<br /> LS 1 $
<br /> LF 700
<br /> LS 1 $1
<br /> LS 1 $
<br /> LS 1 $1
<br /> LS 1 $
<br /> LS 1 $
<br /> LS 1 $1
<br /> LS 1 $
<br /> --~-
<br />
<br />nit Cost
<br />
<br />Cost
<br />
<br />50,000
<br />50,000
<br />
<br />$500
<br />$2
<br />$3
<br />$3
<br />$21,500
<br />l;70
<br />30
<br />
<br />$500
<br />
<br />$450,000
<br />
<br />$500
<br />:~2
<br />$3
<br />$3,500
<br />2~;, 000
<br />7~i,000
<br />$50
<br />
<br />00,000
<br />50,000
<br />00,000
<br />75>,000
<br />20,000
<br />
<br />50,000
<br />60,000
<br />
<br />Subtotal
<br />15% Contingency
<br />Subtotal Construction Cost
<br />
<br />AC $2,500 :16
<br />Totall Project Cost
<br />
<br />$50,000
<br />$50,000
<br />
<br />$12,000
<br />$77,440
<br />$609,000
<br />$15,000
<br />$84,000
<br />$21,000
<br />$60,000
<br />
<br />$185,000
<br />
<br />$450,000
<br />
<br />$1,000
<br />$6,454
<br />$22,500
<br />$7,000
<br />$25,000
<br />$75,000
<br />$35.000
<br />
<br />$100,000
<br />$50,000
<br />$100,000
<br />$75,000
<br />$20,000
<br />
<br />$150,000
<br />$60,000
<br />$2,340,394
<br />$351,059
<br />$2,691,453
<br />$322,974
<br />$134,573
<br />$65,000
<br />$3,214,000
<br />
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