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IRC BED #2020039 Unit Item Cost Sheet <br />Indian River County Department of Utility Services 2020 Labor Contract <br />SCHEDULE"A" <br />Company Name: CK Contractors and Development, LLC. <br />Item <br />No, <br />Description <br />Quantity <br />Unit <br />Material Unit <br />Prir_e(Furnish) <br />Unit Price to <br />Instal! <br />Total Unit Price <br />(Furnish+lnstallation) <br />SECTION A - <br />UNIT COST/PRICES <br />Al <br />Mobilization <br />(a) <br />Emergency Event <br />1 <br />EA <br />$ <br />$2,500.00 <br />$ <br />2,500.00 <br />(b) <br />Non - Emergency Event <br />1 <br />EA <br />$ <br />$ <br />1,500.00 <br />$ <br />1,500.00 <br />A2 <br />Temporary Traffic Control <br />1 <br />L.F. <br />$ <br />$ <br />1.00 <br />$ <br />1.00 <br />(a) <br />Residential Street <br />1 <br />L.F. <br />$ <br />$ <br />0.75 <br />$ <br />0.75 <br />(b) <br />Arterial Roadway <br />1 <br />L.F. <br />$ <br />$ <br />1.15 <br />$ <br />1.15 <br />(c) <br />FDOT Roadway <br />1 <br />L.F. <br />$ <br />$ <br />1.15 <br />$ <br />1.15 <br />A3 <br />Video Documentation <br />(a) <br />Pre -Construction <br />1 <br />LF. <br />$ <br />$ <br />0.60 <br />$ <br />0.60 <br />(b) <br />Post -Construction Video <br />1 <br />L.F. <br />$ <br />$ <br />0.60 <br />$ <br />0.60 <br />A4 <br />Water Main - PVC <br />(a) 2 -inch <br />1 <br />L.F. <br />$ <br />1.01 <br />$ <br />14.46 <br />$ <br />15.47 <br />(b) 4 -inch <br />1 <br />L.F. <br />$ <br />2.87 <br />$ <br />15.79 <br />$ <br />18.67 <br />(c) 6 -inch <br />1 <br />L.F. <br />$ <br />5.42 <br />$ <br />19.47 <br />$ <br />24.88 <br />(d) 8 -inch <br />1 <br />L.F. <br />$ <br />9.27 <br />$ <br />22.08 <br />$ <br />31.35 <br />(e) 110 inch <br />1 <br />L.F. <br />$ <br />13.73 <br />$ <br />25.57 <br />$ <br />39.30 <br />(f) 112 inch <br />1 <br />L.F. <br />$ <br />19.30 <br />$ <br />30.46 <br />$ <br />49.77 <br />(g) 16 -inch <br />1 <br />L.F. <br />$ <br />27.71 <br />$ <br />47.51 <br />$ <br />75.21 <br />(h) 18 -inch <br />1 <br />L.F. <br />$ <br />40.90 <br />$ <br />50.03 <br />$ <br />90.93 <br />(i) 20 -inch <br />1 <br />L.F. <br />$ <br />49.06t <br />$ <br />59.81 <br />,, <br />10 Uo87 <br />(j) 24 -inch <br />1 <br />L.F. <br />$ <br />70.66 <br />$ <br />74.48 <br />$ <br />145.14 <br />A5 lWater <br />Main - DIP <br />Cement Lined Interior for Water Mains <br />(a) 4 -inch <br />1 <br />L.F. <br />$ <br />22.55 <br />$ <br />15.79 <br />$ <br />38.34 <br />(b) 16 inch <br />1 <br />L.F. <br />$ <br />16.82 <br />$ <br />19.47 <br />$ <br />36.29 <br />(c) 8 -inch <br />1 <br />L.F. <br />$ <br />22.99 <br />$ <br />22.08 <br />$ <br />45.06 <br />(d) I 10 -inch <br />1 <br />L.F. <br />$ <br />25.91 <br />$ <br />25.57 <br />$ <br />51.48 <br />(e) 12 -inch <br />1 <br />L.F. <br />$ <br />33.19 <br />$ <br />30.46 <br />$ <br />63.65 <br />(f) 16 -inch <br />1 <br />L.F. <br />$ <br />59.85 <br />$ <br />47.52 <br />$ <br />107.37 <br />(g) 18 -inch <br />1 <br />L.F. <br />$ <br />70.77 <br />$ <br />51.40 <br />$ <br />122.17 <br />(h) 20 -inch <br />1 <br />L.F. <br />$ <br />83.00 <br />$ <br />61.44 <br />$ <br />144.44 <br />A6 I <br />Sewer Pipe - DIP <br />Epoxy Lined Interior for Sewer Force Mains <br />(a) 4 -inch <br />1 <br />L.F. <br />$ <br />34.83 <br />$ <br />18.09 <br />$ <br />52.92 <br />(b) 6 inch <br />1 <br />L.F. <br />$ <br />31.43 <br />$ <br />22.33 <br />$ <br />53.76 <br />(c) 8 -inch <br />1 <br />L.F. <br />$ <br />36.33 <br />$ <br />25.37 <br />$ <br />61.70 <br />(d) 10 -inch <br />1 <br />L.F. <br />$ <br />45.31 <br />$ <br />29.41 <br />$ <br />74.72 <br />(e) 12 -inch <br />1 <br />L.F. <br />$ <br />55.01 <br />$ <br />35.07 <br />$ <br />90.08 <br />(f) 16 -inch <br />1 <br />L.F. <br />$ <br />80.74 <br />$ <br />53.35 <br />$ <br />134.09 <br />1of13 <br />