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No.Mat. No.Item Units Estimated <br />Unit Price <br />Estimated <br />Quantity <br />Estimated <br />Cost <br />SCHEDULE G - CSAH 88 TURN LANE IMPROVEMENTS <br />133 2021.501 MOBILIZATION L S $20,000.00 1 $20,000.00 <br />134 2104.502 REMOVE MARKER EACH $40.00 2 $80.00 <br />135 2104.502 REMOVE SIGN TYPE C EACH $50.00 4 $200.00 <br />136 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)L F $6.00 1500 $9,000.00 <br />137 2104.503 REMOVE CURB AND GUTTER L F $6.00 1700 $10,200.00 <br />138 2104.504 REMOVE PAVEMENT S Y $8.00 2700 $21,600.00 <br />139 2104.518 REMOVE CONCRETE WALK S F $4.00 200 $800.00 <br />140 2106.507 EXCAVATION - COMMON C Y $8.00 600 $4,800.00 <br />141 2106.507 EXCAVATION - SUBGRADE C Y $12.00 500 $6,000.00 <br />142 2106.507 SELECT GRANULAR EMBANKMENT (CV)C Y $16.00 500 $8,000.00 <br />143 2123.510 COMMON LABORERS HR $80.00 5 $400.00 <br />144 2123.510 DOZER HR $160.00 5 $800.00 <br />145 2123.510 10 CU YD TRUCK HR $180.00 5 $900.00 <br />146 2123.510 0.75 CU YD FRONT END LOADER HR $125.00 5 $625.00 <br />147 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HR $140.00 5 $700.00 <br />148 2130.523 WATER M GALLON $40.00 5 $200.00 <br />149 2211.507 AGGREGATE BASE (CV) CLASS 5 C Y $30.00 200 $6,000.00 <br />150 2302.602 DRILL & GROUT REINF BAR (EPOXY COATED)EACH $22.00 5 $110.00 <br />151 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (4;B)TON $76.00 150 $11,400.00 <br />152 2360.509 TYPE SP 12.5 WEARING COURSE MIXTURE (4;C)TON $78.00 250 $19,500.00 <br />153 2503.503 15" RC PIPE SEWER DESIGN 3006 CLASS V L F $55.00 50 $2,750.00 <br />154 2503.503 36" RC PIPE SEWER DESIGN 3006 L F $95.00 50 $4,750.00 <br />155 2504.602 ADJUST GATE VALVE AND BOX EACH $800.00 1 $800.00 <br />156 2506.502 CASTING ASSEMBLY EACH $720.00 2 $1,440.00 <br />157 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT $350.00 6 $2,100.00 <br />158 2506.602 RECONSTRUCT DRAINAGE STRUCTURE EACH $2,200.00 2 $4,400.00 <br />159 2506.602 CONNECT INTO EXISTING DRAINAGE STRUCTURE EACH $750.00 2 $1,500.00 <br />160 2506.602 ADJUST FRAME AND RING CASTING (SPECIAL)EACH $500.00 2 $1,000.00 <br />161 2521.518 4" CONCRETE WALK SQ FT $5.00 100 $500.00 <br />162 2521.518 6" CONCRETE WALK SQ FT $7.50 200 $1,500.00 <br />163 2531.503 CONCRETE CURB AND GUTTER DESIGN B624 LIN FT $22.00 1000 $22,000.00 <br />164 2531.618 TRUNCATED DOMES SQ FT $42.00 32 $1,344.00 <br />165 2565.616 REVISE SIGNAL SYSTEM A SYSTEM $60,000.00 1 $60,000.00 <br />166 2563.601 TRAFFIC CONTROL LUMP SUM $10,000.00 1 $10,000.00 <br />167 2573.502 STORM DRAIN INLET PROTECTION EACH $250.00 3 $750.00 <br />168 2574.507 COMMON TOPSOIL BORROW CU YD $28.00 400 $11,200.00 <br />169 2574.508 FERTILIZER TYPE 3 POUND $2.00 200 $400.00 <br />170 2575.505 SEEDING ACRE $1,000.00 0.8 $800.00 <br />171 2575.508 SEED MIXTURE 25-151 POUND $24.00 100 $2,400.00 <br />172 2575.508 HYDRAULIC BONDED FIBER MATRIX POUND $1.00 2200 $2,200.00 <br />173 2582.503 4" SOLID LINE MULTI-COMPONENT LIN FT $0.25 800 $200.00 <br />174 2582.503 4" DOTTED LINE MULTI-COMPONENT LIN FT $1.00 100 $100.00 <br />175 2582.518 PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN SQ FT $26.00 120 $3,120.00 <br />176 2582.518 CROSSWALK PREFORM THERMOPLASTIC GROUND IN SQ FT $20.00 30 $600.00 <br />$257,169.00 <br />$25,717.00 <br />$282,886.00 <br />$70,721.50 <br />$353,607.50 <br />ALTERNATE COUNTY ROAD C IMPROVEMENTS <br />OPINION OF PROBABLE COSTS <br />2019 STREET AND UTILITY IMPROVEMENT PROJECT <br />PROJECT NO. R-011648-000 <br />ST ANTHONY, MN <br />AUGUST 29, 2018 <br />SUBTOTAL SCHEDULE G - CSAH 88 TURN LANE IMPROVEMENTS <br />+ 10% CONTINGENCIES <br />SUBTOTAL SCHEDULE G - CSAH 88 TURN LANE IMPROVEMENTS <br />+ 25% ADMINISTRATIVE, LEGAL, ETC. <br />TOTAL SCHEDULE G - CSAH 88 TURN LANE IMPROVEMENTS <br />90