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<br />TABLE 2 <br />IMPROVEMENTS CONSTRUCTION TIMING <br />Improvements. <br /> <br />C & S Railroad Culvert <br />Welch st. Bridge <br />Stuart and Stover st. <br />College Avenue - Arthur's Ditch <br />Drake Rd., Larimer Co. Canal 12, New <br />Mercer DitCh <br />Condominium Berming <br />Taft Hill Detention, Pleasant Valley <br />and Lake Canal <br /> <br />Present worth and annualized costs <br /> <br />'teal;: <br /> <br />TABLE 4 <br />UNIT COSTS UTILIZED FOR COST ESTIMATING <br />Unit Cost <br /> <br />Illm <br /> <br />1992 <br />1992 <br />1989 1990 <br />1988 - 1989 <br /> <br />Concrete (installed) <br />Channel Excavation <br />Pond Excavation <br />Excavation Removal <br />Seeding <br />Rip-Rap <br />Bike Path <br />Dewatering Drains <br />BNRR Embankment Stabilization <br />Mobile Home Relocates <br />Traffic Control <br /> <br />$300.00/CY <br />$ 1.75/CY <br />$ 0.901CY <br />$ 3.40/CY <br />$ 1.00/SY <br />$ 30.00/SY <br />$ 20.00/FT <br />$ 12.00/FT <br />$ 5.00/CY <br />$11,400.00/EA <br />$ 100.00/DAY <br /> <br />1990 <br />1990 <br /> <br />1997 <br /> <br />for the recommended <br /> <br />improvements are presented in Table 3. Annualized costs (Ore based <br />on 7-3/8% interest over 50 ye(Ors. <br /> <br />TABLE 3 <br />RECOMMENDED ALTERNATIVE <br /> <br />Right-ot-way costs varied as to locution und Were based on <br />values provided by the city right-ot-way agent. Crossinq structure <br />costs varied according to si'l'e and location. Please refer to th.. <br />Technical Addendum tor detailed cost calculations. <br /> <br />COST SUMIDl.RY <br /> <br />BM...(lj, I:FM.lWT WORT!! COST <br />Confluence to C & S Railroad 0 <br />C & S Railroad to Lemay Ave. $ 314,985 <br />Lemay Ave. to College Avenue 1,476,337 <br />College Avenue to Arthur's <br />DitCh 2,286.933 <br />Arthur's Ditch to Drake Ruad 453,928 <br />Drake Road to Pleasant Valley <br />dllU Lak.. Callal 1.682.006 <br /> <br />TOTAL: <br /> <br />$6,214,249 <br /> <br />At!tlUALIZED COST <br />o <br />$ 25,307 <br />112,0'/4 <br /> <br />173,609 <br />34,453 <br /> <br />127,692 <br /> <br />$ 473,112 <br /> <br />Unit cost~ utili~ed in recent construction work in the Fort <br />Collins area were used to develop the estimated cost. These unit <br />costs arc shown in Table 4. <br /> <br />H <br /> <br />1'> <br />