Laserfiche WebLink
IRC BID #12020039 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 />Price (Furnish) <br />Unit Price to <br />Install <br />Total Unit Price <br />(Furnish + installation) <br />(g) 18 -inch <br />1 <br />L. F. <br />$ <br />110.28 <br />$ <br />57.69 <br />$ <br />167.97 <br />(h) 20 -inch <br />1 <br />L. F. <br />$ <br />122.51 <br />$ <br />69.01 <br />$ <br />191.52 <br />(1) 24 -inch <br />1 <br />L. F. <br />$ <br />161.14 <br />$ <br />85.98 <br />$ <br />247.13 <br />A7 <br />PVC Gravity Sewer - 8 inch <br />(a) 0'-6' <br />1 <br />L. F. <br />$ <br />5.51 <br />$ <br />18.65 <br />$ <br />24.16 <br />(b) 6'-8' <br />1 <br />L.F. <br />$ <br />5.51 <br />$ <br />20.20 <br />$ <br />25.72 <br />(c) 8'-10' <br />1 <br />L. F. <br />$ <br />5.51 <br />$ <br />22.04 <br />$ <br />27.55 <br />(d) 10'-12' <br />1 <br />L. F. <br />$ <br />5.51 <br />$ <br />26.94 <br />$ <br />32.45 <br />(e) 12'-14' <br />1 <br />L. F. <br />$ <br />5.51 <br />$ <br />38.24 <br />$ <br />43.75 <br />(f) Cost Credit <br />1 <br />L. F. <br />NA <br />$ <br />0.10 <br />$ <br />0.10 <br />A8 <br />PVC Gravity Sewer - 10 inch <br />(a) 0Y-6' <br />I <br />L.F. <br />$ <br />8.91 <br />$ <br />18.65 <br />$ <br />27.56 <br />(b) 6'-8' <br />1 <br />L. F. <br />$ <br />8.91 <br />$ <br />20.20 <br />$ <br />29.11 <br />(c) 8'-10' <br />1 <br />L. F. <br />$ <br />8.91 <br />$ <br />22.04 <br />$ <br />30.95 <br />(d) 10'-12' <br />1 <br />L. F. <br />$ <br />8.91 <br />$ <br />26.94 <br />$ <br />35.85 <br />(e) 12'-14' <br />1 <br />L. F. <br />$ <br />8.91 <br />$ <br />38.24 <br />$ <br />47.15 <br />(f) Cost Credit <br />1 <br />L. F. <br />NA <br />$ <br />0.10 <br />$ <br />0.10 <br />A9 <br />Connect to Existing Pipe (<12") <br />EA <br />$ <br />385.74 <br />$ <br />1,467.20 <br />$ <br />1,852.94 <br />(b) <br />(>=12") <br />1 <br />EA <br />$ <br />1,300.38 <br />$ <br />1,508.17 <br />$ <br />2,808.54 <br />A10 <br />Precast Concrete Manhole -Lined <br />(a) 0'-6' <br />1 <br />EA. <br />$ <br />4,876.79 <br />$ <br />848.61 <br />$ <br />5,725.41 <br />(b) 6'-8 <br />1 <br />EA. <br />$ <br />5,675.82 <br />$ <br />1,120.18 <br />$ <br />6,795.99 <br />(c) 8'40' <br />1 <br />EA. <br />$ <br />6,640.15 <br />$ <br />1,697.24 <br />$ <br />8,337.39 <br />1 <br />EA. <br />$ <br />7,437.12 <br />$ <br />3,394.47 <br />$ <br />10,831.59 <br />1 <br />EA. <br />$ <br />8,431.07 <br />$ <br />3,747.27 <br />$ <br />12,178.34 <br />All <br />Precast Concrete Manhole -Unlined <br />(a) 0'-6' <br />1 <br />EA. <br />$ <br />2,427.93 <br />$ <br />848.61 <br />$ <br />3,276.54 <br />(b) 6'-8' <br />1 <br />EA. <br />$ <br />2,811.46 <br />$ <br />1,120.18 <br />$ <br />3,931.64 <br />(c) 8'-10' <br />1 <br />EA. <br />$ <br />3,360.30 <br />$ <br />1,697.24 <br />$ <br />5,057.54 <br />(d) 10'-12' <br />1 <br />EA. <br />$ <br />3,798.94 <br />$ <br />3,394.47 <br />$ <br />7,193.41 <br />(e) 12'-14' <br />1 <br />EA. <br />$ <br />4,375.34 <br />$ <br />3,747.27 <br />$ <br />8,122.61 <br />Al2 <br />Mechanical Joint Bell Restraints -PVC <br />(a) 2 -inch <br />1 <br />EA. <br />$ <br />35.27 <br />$ <br />31.36 <br />$ <br />66.63 <br />(b) 4 -inch <br />I <br />EA. <br />$ <br />41.88 <br />$ <br />62.72 <br />$ <br />104.60 <br />(c) 6 -inch <br />1 <br />EA. <br />$ <br />52.90 <br />$� <br />62.72 <br />$ <br />115.62 <br />(d) 8 -inch <br />1 <br />EA. <br />$ <br />88.17 <br />$ <br />62.72 <br />$ <br />150.89 <br />(e) 10 -inch <br />1 <br />EA. <br />$ <br />154.29 <br />$ <br />94.08 <br />$ <br />248.37 <br />(f) 12 -inch <br />1 <br />EA. <br />$ <br />165.32 <br />$ <br />125.44 <br />$ <br />290.76 <br />(g) 16 -inch <br />1 <br />EA. <br />$ <br />385.74 <br />$ <br />240.80 <br />$ <br />626.54 <br />(h) 18 -inch <br />1 <br />EA. <br />$ <br />440.84 <br />$ <br />213.92 <br />$ <br />654.76 <br />(i) 20 -inch <br />1 <br />EA. <br />$ <br />606.16 <br />$ <br />213.92 <br />$ <br />820.08 <br />2of13 <br />