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ME <br />OPINION OF PROBABLE COSTS <br />2014 S'l'RFF 1' AND U'1-I1.I'1-Y RFC0NS1'RUC'TI0N <br />PRO,IIiC'I' NO. 1626-820 <br />SP ANTI-IONY, MN <br />SIT YIN137 R 10, 2013 <br />Estimated <br />Estimated <br />Estimated <br />No. <br />Mat. No. <br />Item <br />Units <br />Unit trice <br />Quantity <br />cost <br />AIATRNATE 2 - DRAINAGE, IMPROVEMENTS <br />313 <br />2104501 <br />REMOVE SEWER PIPE($fORM) LIN VI <br />4_120 <br />$6.00 <br />$24,720,0_0 <br />314 <br />2104.509 <br />_ _ _ __ <br />12IMOV8 DRAINAGES'I RUC I URE EACH <br />1 <br />_ <br />550000 <br />$21,500,0_0 <br />315 <br />2451,602 <br />_ _ _ <br />AGGREGA IL BEDDING (LV) Cu,YD <br />_43 <br />400 <br />$2000 <br />5$000.00 <br />316 <br />2503,541 <br />_ <br />IS RC PIPF SEWER DESIGN 3006 CLASS V _ LIN 1-1 <br />$32.00 <br />$169,600,00 <br />317 <br />2503.541 <br />18 RC PII L SI WLR DESIGN 3006 CLASS V LIN 17 <br />_5300 <br />1400 <br />$39.00 <br />$54,60000 <br />318 <br />2503.541 <br />21 RC Pll 1; SLWLR I7LSIGN i006CLASS V _ I,IN 1'1 <br />1.100 <br />I S42.00 <br />$46,200,00 <br />319 <br />2503.602 <br />_ <br />CONNECT I OI',XIS LING S FORM SEWER EACII <br />4 <br />$4,000.00 <br />320 <br />X506.501 <br />CONS PI2UCP DI2AINAGL SLROM URE DESIGN 484020 LIN 1-1 <br />260 <br />_$1,00000 <br />530000 <br />$78,000.00 <br />321 <br />2506.502 <br />CONS 1RUC P DRAINAGE SIRUC I UI2H Di SIGN SPECIAL EACH <br />32 <br />' $1,30000 <br />$4I,600.00 <br />322 <br />2506.602 <br />CAS'fiNG ASSEMBLY S'f012M 13AC11 <br />3G <br />S600,00 <br />521600.00 <br />SUBTOTAL ALTERNATE 2- DRAINAGE, IMPROVEMENPS <br />5469,820.00 <br />+10%CONTINGENCIES 11 <br />$46982.00 <br />SUBTO'I'ALALI'IsIZNA'1'E2-DIIAINAGEIMPROVEMEN'1'S__ <br />$516,802.00 <br />+20% ADMINISTRATIVE, LEGAL, ETC. <br />L 5103361.00 <br />TOTAL ALEEIZNA"EE2- DRAINAGE IMPROVEMENTS <br />5620,163.00 <br />