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<br />North Eagkvier Droiroge ~ Concept Phase
<br />Cost EsTINUTE: ALTERNATE 2 -SEPARATE CARSON DITCH 7N NEW C}1AM$ AFD FLUME OVER #3 DITCH
<br />Item Descriptbn (Zuantity Units Unit Price Total Prxs
<br />1 Clear 6 Gnu rightof+ray 33;500 SY 50.50 516,750.00
<br />2 Rcmove barb .me fens 300 LF 52.50 5750.00
<br />3 Dispose of onsite debris 1 LS 54,000.00 54,000.00
<br />4 Savcut asphaR pavement F St 50 LF 55.00 5250.00
<br />5 Remove asphaM pavement F St 14 SY 520.00 5140-00
<br />6 Sik fence 1,600 LF 51.50 52,400.00
<br />7 Excavation far darnel 28,400 CY 53.50 564,400.00
<br />6 Embardcment for damcl 4y00 CY 52.00 59,800.00
<br />9 Drop sirucfires (cutoff wnlLs) in dmnei 2 EA 53,000.00 56,000.00
<br />10 Canrrete Box Covert #3 (1-3'x 8') 65 lF 5500.00 542,500.00
<br />11 Carrrete Box Culvert F St (3'x10') 90 LF 51,200.00 5108,000.00
<br />12 Segmental bock retairrirg volt (face urea) 10,000 SF 520.00 5200,000.00
<br />13 Concrete eel6kr mattress 21300 SF 57.00 5149,100.00
<br />24 6eotextik fabric order mattress 21,300 SF 50.50 530,650.00
<br />15 42• Inlet Pipe 112 LF 580.00 56,960.00
<br />16 42' Inlet Pipe Fkred ends 2 EA 5500.00 51,000.00
<br />17 15• PVC Sanitary Sewer 400 LF 550.00 520,000-00
<br />IB 48• Manholes 3 EA 52,000.00 56,000.00
<br />19 Coemeet to exist saver (bypass pump) 2 EA 53,000.00 56,000.00
<br />20 Aggregate Base Course 100 Ton 525.00 52,500.00
<br />21 Hot BituminaS Pavement 50 Tan 5100.00 55,000.00
<br />22 Striping tenterBne 70 SF 55.00 5350-00
<br />23 Topsoil 33,500 sY S1.OO 533,500.00
<br />24 Reseed 33,500 SY 50.50 516,750.00
<br />25 Troffic Control signs, Panel A 8 EA 5120.00 5960.00
<br />26 bruin Chammfizig Device 20 EA 550.00 SI,000.00
<br />27 Traffic Control Mamgemuit 30 Days 5400.00 512,000.00
<br />28 Traffic Control Inspection 30 Days 5100.00 53,000.00
<br />29 Fka~gers 100 Hrs 525.00 52,500.00
<br />30 Adjust valve box w/coot ring 2 EA 5500.00 SI,000.00
<br />31 Adjust moniwk w/conc ring 6 LS 5500.00 53,000.00
<br />32 Construct barb wire fenm 2,300 LF 55.00 511,500.00
<br /> Estimated canstroction cosF 5749,760.00
<br /> contingency b uringvm ~ 20'L 5150,000.00
<br /> Probable fatal contraction cost 5899,760.00
<br /> Etgineerirg ~ 6 Cansiruction services ZO% 5180,000.00
<br /> laid 6 easements 5126,000.00
<br /> Probable total project cost AMvmte 2 say 51,206,000.00
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