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Opinion of Probable Cost
<br />or
<br />WSB Project: 147th Street Improvement Project Design By: LML
<br />Project Location: City of Hugo Checked By: JLS
<br />WSB Project No: 1904-870 Date: 1/21/2016
<br />Item
<br />No.
<br />MN/DOT
<br />ation
<br />Specification
<br />Description
<br />Unit
<br />Estimated
<br />Quantity
<br />Estimated
<br />Unit Price
<br />Estimated Total Cost
<br />SCHEDULE B - TRAIL
<br />41
<br />2021.501
<br />MOBILIZATION LUMP SUM
<br />1
<br />$4,000.00
<br />$4,000.00
<br />42
<br />2105.501
<br />COMMON EXCAVATION (EV) CU YD
<br />884
<br />$12.00
<br />$10,610.76
<br />43
<br />2211.501
<br />AGGREGATE BASE CLASS 5 TON
<br />1,100
<br />$16.00
<br />$17,600.00
<br />44
<br />2360.503
<br />TYPE SP 9.5 WEARING COURSE MIX (2,B) 3.0" THICK TON
<br />500
<br />$70.00
<br />$35,000.00
<br />45
<br />2521.501
<br />4" CONCRETE WALK SQ FT
<br />1,600
<br />$5.50
<br />$8,800.00
<br />46
<br />2531.601
<br />ADA COMPLIANCE SUPERVISOR LUMP SUM
<br />1
<br />$3,000.00
<br />$3,000.00
<br />47
<br />2531.618
<br />TRUNCATED DOMES SQ FT
<br />80
<br />$40.00
<br />$3,200.00
<br />48
<br />2575.505
<br />SODDING TYPE LAWN (INCL. TOPSOIL & FERT.) SQ YD
<br />2,250.00
<br />$7.00
<br />$15,750.00
<br />TOTAL $97,960.76
<br />CONTINGENCY TOTAL (10%) $9,796.08
<br />SUBTOTAL TOTAL $107,756.84
<br />INDIRECT COST TOTAL (25%) $26,939.21
<br />TOTAL $135,000.00
<br />SCHEDULE C - STORM DRAINAGE & UTILITY IMPROVEMENTS
<br />49
<br />2021.501
<br />MOBILIZATION LUMP SUM
<br />1
<br />$8,000.00
<br />$8,000.00
<br />50
<br />2104.501
<br />REMOVE SEWER PIPE (STORM) LIN FT
<br />390
<br />$6.50
<br />$2,535.00
<br />51
<br />2104.509
<br />REMOVE DRAINAGE STRUCTURE EACH
<br />4
<br />$500.00
<br />$2,000.00
<br />52
<br />2105.601
<br />DEWATERING LUMP SUM
<br />1
<br />$5,000.00
<br />$5,000.00
<br />53
<br />2503.541
<br />15" RC PIPE SEWER DESIGN 3006 CLASS V LIN FT
<br />2,000
<br />$38.00
<br />$76,000.00
<br />54
<br />2503.602
<br />CONNECT TO EXISITNG STORM MANHOLE EACH
<br />1
<br />$1,500.00
<br />$1,500.00
<br />55
<br />2503.602
<br />CONNECT TO EXISITNG STORM SEWER EACH
<br />1
<br />$1,000.00
<br />$1,000.00
<br />56
<br />2503.602
<br />CHIMNEY SEAL EACH
<br />14
<br />$250.00
<br />$3,500.00
<br />57
<br />2504.602
<br />ADJUST GATE VALVE AND BOX EACH
<br />7
<br />$400.00
<br />$2,800.00
<br />58
<br />2504.602
<br />RELOCATE HYDRANT EACH
<br />4
<br />$3,000.00
<br />$12,000.00
<br />59
<br />2506.501
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT
<br />50
<br />$325.00
<br />$16,250.00
<br />60
<br />2506.501
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH
<br />6
<br />$1,700.00
<br />$10,200.00
<br />61
<br />2506.516
<br />CASTING ASSEMBLY (MANHOLE) EACH
<br />4
<br />$600.00
<br />$2,400.00
<br />62
<br />2506.516
<br />CASTING ASSEMBLY (CATCH BASIN) EACH
<br />2
<br />$700.00
<br />$1,400.00
<br />63
<br />2506.522
<br />ADJUST FRAME AND RING CASTING (SANITARY) EACH
<br />14
<br />$2,000.00
<br />$28,000.00
<br />64
<br />2506.522
<br />ADJUST FRAME AND RING CASTING (STORM) EACH
<br />4
<br />$2,000.00
<br />$8,000.00
<br />65
<br />2506.602 CASTING ASSEMBLY (SANITARY) EACH
<br />STORM WATER MANAGEMENT IMPROVEMENTS LUMP SUM
<br />14
<br />$600.00
<br />$8,400.00
<br />66
<br />1
<br />$40,000.00
<br />$40,000.00
<br />TOTAL $228,990.00
<br />CONTINGENCY TOTAL (10%) $22,899.00
<br />SUBTOTAL TOTAL $251,889.00
<br />INDIRECT COST TOTAL (25%) $62,972.25
<br />TOTAL $315,000.00
<br />GRAND TOTAL: $1,388,000.00
<br />K:\01904-870\Quantity\Preliminary\OPC_Oneka Lake
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