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OPINION OF PROBABLE COST <br />CSAH 83 (ARMSTRONG BLVD) AT SUNWOOD DR <br />WSB Project: CSAH 83 at Sunwood Dr <br />Project Location: Ramsey, MN <br />WSB Project No: 01973-010 <br />ITEM <br />NUMBER <br />2021.501 <br />2031.501 <br />2104.501 <br />2104.505 <br />2104.509 <br />2104.513 <br />2105.522 <br />2105.526 <br />2106.607 <br />2106.607 <br />2106.607 <br />2123.610 <br />2130.501 <br />2211.503 <br />2360.501 <br />2360.502 <br />2521.501 <br />2531.501 <br />2531.501 <br />2531.618 <br />2545.509 <br />2563.601 <br />2564.531 <br />2564.537 <br />2565.511 <br />2565.601 <br />2565.601 <br />2575.523 <br />2575.501 <br />2575.505 <br />2575.523 <br />2582.501 <br />2582.501 <br />2582.502 <br />2582.502 <br />2582.502 <br />2582.502 <br />2582.503 <br />DESCRIPTION <br />Surface Improvements <br />MOBILIZATION <br />FIELD OFFICE TYPE D-MODIFIED <br />REMOVE SEWER PIPE (STORM) <br />REMOVE BITUMINOUS PAVEMENT <br />REMOVE SIGN TYPE C <br />SAWING BIT PAVEMENT (FULL DEPTH) <br />SELECT GRANULAR BORROW (CV) <br />SELECT TOPSOIL BORROW (LV) <br />EXCAVATION - COMMON <br />EXCAVATION - SUBGRADE <br />COMMON EMBANKMENT (CV) <br />STREET SWEEPER (WITH PICKUP BROOM) <br />WATER <br />AGGREGATE BASE (CV) CLASS 5 <br />TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) <br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) <br />4" CONCRETE WALK <br />CONCRETE CURB & GUTTER DESIGN B618 <br />CONCRETE CURB & GUTTER DESIGN B624 <br />TRUNCATED DOMES <br />Lighting <br />TRAFFIC CONTROL <br />SIGN PANELS TYPE C <br />INSTALL SIGN TYPE SPECIAL <br />TRAFFIC CONTROL SIGNAL SYSTEM A <br />EMERGENCY VEHICLE PREEMPTION SYS A <br />TRAFFIC CONTROL INTERCONNECTION <br />EROSION CONTROL BLANKETS CATEGORY 3 <br />SEEDING <br />SODDING TYPE LAWN <br />EROSION CONTROL BLANKETS CATEGORY 3 <br />PAVT MSSG (LT ARROW) POLY PREF-GR IN <br />PAVT MSSG (RT ARROW) POLY PREF-GR IN <br />4" SOLID LINE WHITE -EPDXY <br />4" BROKEN LINE WHITE -EPDXY <br />24" STOP LINE WHITE -EPDXY <br />4" DOUBLE SOLID LINE YELLOW -EPDXY <br />CROSSWALK MARKING- POLY PREFORM (GR IN) <br />Total Street Improvements <br />(P) <br />(P) <br />(P) <br />UNIT <br />LUMP SUM <br />EACH <br />LIN FT <br />SQ YD <br />EACH <br />LIN FT <br />CU YD <br />CU YD <br />CU YD <br />CU YD <br />CU YD <br />HOUR <br />M GALLONS <br />CU YD <br />TON <br />TON <br />SQ FT <br />LIN FT <br />LIN FT <br />SQ FT <br />LUMP SUM <br />LUMP SUM <br />SQ FT <br />EACH <br />SIG SYS <br />LUMP SUM <br />LUMP SUM <br />SQ YD <br />ACRE <br />SQ YD <br />SQ YD <br />EACH <br />EACH <br />LIN FT <br />LIN FT <br />LIN FT <br />LIN FT <br />SQ FT <br />Unit <br />Price <br />$75,000.00 <br />$16,000.00 <br />$8.00 <br />$3.00 <br />$40.00 <br />$2.75 <br />$11.60 <br />$16.00 <br />$4.50 <br />$6.00 <br />$4.50 <br />$120.00 <br />$26.00 <br />$22.00 <br />$65.00 <br />$63.00 <br />$3.50 <br />$11.40 <br />$14.00 <br />$60.00 <br />$10,000.00 <br />$75,000.00 <br />$40.00 <br />$130.00 <br />$275,000.00 <br />$5,200.00 <br />$12,000.00 <br />$2.00 <br />$300.00 <br />$2.66 <br />$2.00 <br />$450.00 <br />$450.00 <br />$0.35 <br />$0.30 <br />$7.00 <br />$0.70 <br />$15.00 <br />ESTIMATEI <br />QUANTITY <br />1 <br />1 <br />200 <br />5150 <br />16 <br />345 <br />5123 <br />931 <br />2612 <br />5123 <br />18080 <br />40 <br />100 <br />2907 <br />2255 <br />1510 <br />8335 <br />645 <br />1075 <br />32 <br />1 <br />1 <br />156.5 <br />2 <br />1 <br />1 <br />1 <br />7206.1 <br />1.49 <br />920 <br />3581.6 <br />8 <br />7 <br />2745 <br />420 <br />195 <br />855 <br />306 <br />