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Opinion of Probable Cost <br />WSB Project: North Sunset Lake Area Street Improvement Project Design By: LML <br />Project Location: City of Hugo Checked By: JLS <br />WSB Project No: 1904-930 Date: 11/3/2016 <br />Item No. <br />MN/DOT <br />Specification No. <br />Description <br />Unit <br />Estimated <br />Total Quantity <br />Estimated Unit <br />Price <br />Estimated Total Cost <br />41 <br />2575.523 <br />EROSION CONTROL BLANKET <br />SQ YD <br />1,743 <br />$2.00 <br />$3,485.56 <br />42 <br />2575.571 <br />RAPID STABILIZATION METHOD 3 <br />MGAL <br />6 <br />$2.00 <br />$4,000.00 <br />43 <br />2573.602 <br />TEMPORARY ROCK CONSTRUCTION ENTRANCE <br />EACH <br />6 <br />$1,000.00 <br />$6,000.00 <br />44 <br />2575.604 <br />WATER (TURF ESTABLISHMENT) <br />MGAL <br />800 <br />$30.00 <br />$24,000.00 <br />45 <br />2575.604 <br />HYDROSEEDING <br />SQ YD <br />9,953 <br />$3.00 <br />$29,860.00 <br />46 <br />2582.502 <br />4" SOLID LINE PAINT <br />LIN FT <br />31,370 <br />$1.50 <br />$47,055.00 <br />47 <br />2582.502 <br />4" DOUBLE SOLID LINE PAINT <br />LIN FT <br />15,685 <br />$2.50 <br />$39,212.50 <br />48 <br />2582.502 <br />24" SOLID LINE PAINT <br />LIN FT <br />60 <br />$4.00 <br />$240.00 <br />TOTAL $1,645,080.00 <br />CONTINGENCY TOTAL (10%) $164,508.00 <br />SUBTOTAL TOTAL $1,809,588.00 <br />INDIRECT COST TOTAL (25%) $452,397.00 <br />TOTAL $2,262,000.00 <br />SCHEDULE B - DRAINAGE IMPROVEMENTS <br />49 <br />2104.501 <br />REMOVE SEWER PIPE (STORM) LIN FT <br />2,703 <br />$7.00 <br />$18,921.00 <br />50 <br />2105.607 <br />1 1/2" WASHED ROCK CU YD <br />200 <br />$40.00 <br />$8,000.00 <br />51 <br />2501.511 <br />15" HDPE PIPE CULVERT LIN FT <br />1,669 <br />$40.00 <br />$66,750.00 <br />52 <br />2501.511 <br />24" HDPE PIPE CULVERT LIN FT <br />478 <br />$70.00 <br />$33,460.00 <br />53 <br />2501.602 <br />15" CS PIPE APRON EACH <br />134 <br />$500.00 <br />$66,750.00 <br />54 <br />2501.602 <br />24" CS PIPE APRON EACH <br />32 <br />$1,200.00 <br />$38,400.00 <br />55 <br />2511.501 <br />RANDOM RIPRAP CLASS III CU YD <br />192 <br />$75.00 <br />$14,400.00 <br />56 <br />2563.610 <br />UTILITY CREW HOUR <br />10 <br />$700.00 <br />$7,000.00 <br />TOTAL $253,680.00 <br />CONTINGENCY TOTAL (10%) $25,368.00 <br />SUBTOTAL TOTAL $279,048.00 <br />INDIRECT COST TOTAL (25%) $69,762.00 <br />TOTAL $349,000.00 <br />GRAND TOTAL: $2,611,000.00 <br />K:\01904-930\Quantity\Preliminary\OPC_LML <br />