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Americana Plaza January 20 , 2004 <br /> Certified Engineer' s Cost Estimate <br /> i 1 <br /> Water <br /> 1 8" PVC WM LF 332 $ 10 . 50 $ 3 , 486 . 00 <br /> 2 10" PVC WM LF 11859 $ 15 . 35 $ 28 , 535 . 65 <br /> 3 10" DIP WM LF 80 $ 22 . 75 $ 11820 . 00 <br /> 4 1 Fire Hydrant Assembly EA 4 $ 21950 . 00 $ 11 , 800 . 00 <br /> 5 ! Services EA 17 $ 450 . 00 1 $ 7 , 650 . 00 <br /> 6 ' 10 X 20" Tapping Sleeve & Gate Valve LS 1 $ 4 , 475 . 00 $ 41475 . 00 <br /> 7 Blow Offs EA 2 $ 350 . 00 1 $ 700 . 00 <br /> 8 Temporary Jumpers EA 1 $ 17000 . 00 $ 11000 . 00 <br /> 9 Sample Points EA 4 $ 275 . 00 $ 11100 . 00 <br /> 10 Pressure Test LS 1 $ 750 . 00 $ 750 . 00 <br /> 11 Chlorinate Waterline LS 1 $ 750 . 00 1 $ 750 . 00 <br /> 12 ; Fittings LS 1 $ 71750 . 00 i $ 71750 . 00 (b <br /> Sub-Total ! $ 691816 . 65 `?S <br /> Item Description Unit Q_yt Unit Price j AmountVj <br /> ed <br /> D Sewer <br /> 1 Sanitary Manhole (4'-6') EA 5 $ 11900 . 00 $ 91500 . 00 <br /> 2 ; Sanita Manhole (6'-8 ') EA 2 $ 21000 . 00 ! $ 4 , 000 . 00 <br /> 318 " PVC (4'-61 ) LF 537 $ 134n4 <br /> 61981 . 00 <br /> 48" PVC (6'-81 ) LF 1155 $ 15 . 17 , 325 . 00 <br /> S ; Services EA 17 $ 250 . 00 $ 41250 . 00 <br /> 6 Adjust Rim Existing Manhole LS 1 $ 475 . 00 $ 475 . 00 <br /> 7 Core into Existing Manhole ( 8' - 101 ) EA 1 $ 600 . 00 $ 600 . 00 <br /> 8 T. V. Sewer Mains LF 1692 $ 1 . 10 $ 11861 . 20 <br /> Sub -Total $ 44, 992 . 20 <br /> E Drainage I u � <br /> 1 Miami Curb Inlet EA I 10 $ 1 , 455 . 00 $ 14 , 550 . 00 <br /> . , 0 .21Type F Inlet EA 2 $ 500 $ 35900 <br /> 3 Type P Manhole EA 2 $ 11300 . 00 $ 2 , 600 . 00 <br /> 4 Junction Mahole EA 2 $ 11700 . 00 1 $ 3 , 400 . 00 <br /> 5 Type D Inlet LF 1 $ 1 , 750 . 00 $ 1 , 750 . 00 <br /> 6 18" X 12 " HERCP LF 22 $ 37 . 50 $ 825 . 00 <br /> 7 18 " CAP LF 507 $ 25 . 50 $ 12 , 928 . 50 <br /> 81111112411 CAP _ LF 1 , 465 $ 34 . 00 $ 49 , 810 . 00 <br /> 9 24 " MES LF 3 $ 800 . 00 $ 2 , 400 . 00 <br /> 10 j Stub Outs EA 3 $ 340 . 00 $ 11020 . 00 <br /> 11124" HDPE & Bend EA 375 $ 23 . 00 $ 81625 . 00 <br /> Sub-Total $ 101 ,498 . 50 . <br /> F Offsite ( 90 Avenue) LS 1 $ 231226 . 70 $ 23 , 226 . 70 <br /> Subtotal $ 23 , 226 . 70 <br /> G I Irrigation LS 1 $ 71000 . 00 $ 71000 . 00 <br /> EXHIBIT <br /> A <br />