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Opinion of Construction Cast <br />POND 1A <br />Site Work <br />Item # Item Q unit Und Cost Total Cost Notes <br />1 Water Control/Pumping 1 LS $70,000 $70,000 <br />2 Erosion Control <br /> -Seed/Mulch.. 17 AC .. 1250 21250.. <br />Subtotal= $91,250 <br /> <br /> <br />Slung wall <br />Item # mom Qt Unit Un t Cost Total Cost Notes <br />3 Slu Wall 379,650 SF 4.00 $1,518.600 Assume 35' slurry wall depth <br />Embankment - 30 foot crest <br />Item # Hem Qt Unit Und Cost Total Cost Notes <br />4 Embankment Bonovdn and Placement 1,469 000 CY $1.80 $2,644,200 <br />5 Sb Protection (Type M Pip-Rap) 5,520 CY 60.00 331 200 Assume 5' wide b 7 deep <br />Subto tal 1A - 30 R crest $2,975,400 <br />Embankment - 40 foot crest <br />Item # Item Q Unit Und Cost Total Cost Notes <br />4 Embankment Borrovrin and Placement 2,574,300 CY $1.80 $4,633,740 <br />5 SI Protection T e M R Ra 6,370 CY 60.00 1322,200 Assume 5' wide W 7 deep <br />Subto tal IA - 40 R crest= $4,955,940 <br /> <br /> <br />Total Construction Cost Esbmale - Pond 1A- 30 If Hi Dam <br />Mobilization $229,263 5%oftotal cost b contract <br />Site Work $91,250 <br />Slurry Wall and Embankment $4,494,000 <br />Total Construction Cost Estimate= $4,814,513 <br />TotalProjed Cost-Pond 1A .30 ItHigh Dam Notes <br />Construction Cost Subtotal = $4,814,513 <br />Engin. I Admin. / Constr. Observ. @ 6% = $289,000 <br />Subtotal= $288000 <br />Total Project Cost= $5,103,513 <br /> <br />Total Construction Cost Estimate . Pond IA- 40 It High Dam <br />Mobilization $328,290 5%oftotalcost b contract <br />Site Work $91,250 <br />Slurry Wall and Embankment $6,474,540 <br />Total Construction CostEstfmate= $8,894,080 <br />Total Project Cost • Pond IA • 40 ft High Dam Notes <br />Construction Cost Subtotal = $6,894,080 <br />Engin./Admin./Constr.Observ. 5?= $345,000 <br />Subtotal= 345000 <br />Total Project Cost= $7,239,080 <br /> <br />J1United Water & San- 1411Gdaesl Reeouro W !"eslcostanslym revision trl.xls