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<br />. <br /> <br />TABLE 13 <br /> <br />ALTERNATE C <br />DESIGN FOR PROBABLE MAXIMUM FLOOD <br /> <br />OPINION OF PROBABLE CONSTRUCTION COST <br /> <br />Description <br /> <br />Outlet Works Tunnel <br /> <br />Care of Water <br /> <br />Gate Repa i rs <br /> <br />Tunnel Extension <br />Concrete <br /> <br />Access Road to Dam Toe <br /> <br />Spillway Excavation and <br />Placement of Materi.al <br />on Dam <br /> <br />Spillway Concrete <br /> <br />North Abutment Monitor- <br />ing Program <br /> <br />. <br /> <br />Subtotal <br /> <br />Engineering (10'10) <br />Contingencies (25%) <br /> <br />Subtota 1 <br /> <br />Quantity Units Unit Cost Total Cost <br /> Lump Sum $ 45,000 <br /> Lump Sum 100,000 <br />250 Cu. Vds. $525.00 131,000 <br /> Lump Sum 25 ,000 <br /> <br />55,000 <br />4,800 <br /> <br />605,000 <br />2,520,000 <br /> <br />Cu. Vds. <br />Cu. Vds. <br /> <br />11.00 <br /> <br />525.00 <br /> <br />Lump Sum <br /> <br />25,000 <br /> <br />$3,451,000 <br /> <br />$ 345,000 <br />863,000 <br /> <br />$4,659,000 <br /> <br />$ 931,000 <br />$5,590,000 <br /> <br />Cost Escalation to 1983 (20'10) <br /> <br />TOTAL <br /> <br />. <br /> <br />-53- <br />