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O inion of Probable Cost
<br />WSB Project: Oneka Lake Blvd & Harrow Avenue Improvement Project Design By: LME
<br />Project Location: City of Hugo Checked By: JLS
<br />WSB Project No: 10893-000 Date: 2/5/2018
<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 />SCHEDULE A - STREET IMPROVEMENTS (24' WIDTH
<br />1
<br />2021.501
<br />MOBILIZATION LUMP SUM
<br />CLEARING TREE
<br />GRUBBING TREE
<br />1.0
<br />$50,000.00
<br />$50,000.00
<br />2
<br />2101.502
<br />20
<br />$300.00
<br />$6,000.00
<br />3
<br />2101.507
<br />20
<br />$200.00
<br />$4,000.00
<br />4
<br />2104.505
<br />REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD
<br />299
<br />$7.00
<br />$2,093.00
<br />5
<br />2104.505
<br />REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD
<br />448
<br />$5.00
<br />$2,240.00
<br />6
<br />2104.509
<br />REMOVE SIGN EACH
<br />10
<br />$50.00
<br />$500.00
<br />7
<br />2104.513
<br />SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT
<br />502
<br />$5.00
<br />$2,510.00
<br />8
<br />2104.513
<br />SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT
<br />264
<br />$5.00
<br />$1,320.00
<br />9
<br />2104.523
<br />SALVAGE SIGN EACH
<br />4
<br />$50.00
<br />$200.00
<br />10
<br />2104.601
<br />SALVAGE AND REINSTALL LANDSCAPE STRUCTURE LUMP SUM
<br />1
<br />$2,000.00
<br />$2,000.00
<br />11
<br />2104.602
<br />SALVAGE AND REINSTALL MAIL BOX EACH
<br />27
<br />$100.00
<br />$2,700.00
<br />12
<br />2105.501
<br />SUBGRADE EXCAVATION (EV) CU YD
<br />253
<br />$15.00
<br />$3,795.00
<br />13
<br />2105.522
<br />SELECT GRANULAR BORROW (CV) CY YD
<br />253
<br />$18.00
<br />$4,554.00
<br />14
<br />2105.601
<br />DEWATERING LUMP SUM
<br />1
<br />$1,000.00
<br />$1,000.00
<br />15
<br />2112.501
<br />SUBGRADE PREPARATION RD ST
<br />114
<br />$175.00
<br />$19,950.00
<br />16
<br />2123.610
<br />STREET SWEEPER (WITH PICKUP BROOM) HOUR
<br />20
<br />$150.00
<br />$3,000.00
<br />17
<br />2130.501
<br />WATER (DUST CONTROL) MGAL
<br />60
<br />$50.00
<br />$3,000.00
<br />18
<br />2215.501
<br />FULL DEPTH RECLAMATION SQ YD
<br />44,939
<br />$2.25
<br />$101,112.75
<br />19
<br />2221.604
<br />SHOULDER BASE AGGREGATE (CLASS 5) SQ YD
<br />5,690
<br />$4.00
<br />$22,760.00
<br />20
<br />2231.501
<br />BITUMINOUS PATCHING MIXTURE TON
<br />20
<br />$100.00
<br />$2,000.00
<br />21
<br />2360.501
<br />TYPE SP 9.5 WEARING COURSE MIX (2,B) TON
<br />3,086
<br />$54.00
<br />$166,644.00
<br />22
<br />2360.502
<br />TYPE SP 12.5 NON WEAR COURSE MIX (2,B) TON
<br />5,144
<br />$52.00
<br />$267,488.00
<br />23
<br />2360.503
<br />TYPE SP 9.5 WEARING COURSE MIX (2,B) 3.0" THICK SQ YD
<br />448
<br />$20.00
<br />$8,960.00
<br />24
<br />2505.601
<br />UTILITY COORDINATION LUMP SUM
<br />1
<br />$2,000.00
<br />$2,000.00
<br />25
<br />2531.507
<br />6" CONCRETE DRIVEWAY PAVEMENT SQ YD
<br />299
<br />$55.00
<br />$16,445.00
<br />26
<br />2540.602
<br />MAIL BOX (TEMPORARY) EACH
<br />27
<br />$40.00
<br />$1,080.00
<br />27
<br />2564.602
<br />REINSTALL SIGN EACH
<br />4
<br />$125.00
<br />$500.00
<br />28
<br />2563.601
<br />TRAFFIC CONTROL LUMP SUM
<br />1
<br />$10,000.00
<br />$10,000.00
<br />29
<br />2563.610
<br />FLAGGER HOUR
<br />40
<br />$50.00
<br />$2,000.00
<br />30
<br />2564.618
<br />SIGN TYPE C SQ FT
<br />72
<br />$30.00
<br />$2,160.00
<br />31
<br />2564.602
<br />F&I SIGN PANEL TYPE SPECIAL EACH
<br />2
<br />$300.00
<br />$600.00
<br />32
<br />2573.502
<br />SILT FENCE TYPE MS LIN FT
<br />3,130
<br />$3.00
<br />$9,390.00
<br />33
<br />2573.530
<br />STORM INLET PROTECTION (CULVERT) EACH
<br />10
<br />$50.00
<br />$500.00
<br />34
<br />2573.540
<br />FILTER LOG TYPE STRAW BIOROLL LIN FT
<br />8,800
<br />$2.00
<br />$17,600.00
<br />35
<br />2573.602
<br />STABILIZED CONSTRUCTION EXIT LUMP SUM
<br />3
<br />$1,000.00
<br />$3,000.00
<br />36
<br />2574.525
<br />LOAM TOPSOIL BORROW (CV) CU YD
<br />300
<br />$25.00
<br />$7,500.00
<br />37
<br />2575.535
<br />WATER (TURF ESTABLISHMENT) MGAL
<br />400
<br />$10.00
<br />$4,000.00
<br />38
<br />2575.563
<br />HYDRAULIC MATRIX TYPE MULCH SQ YD
<br />6,575
<br />$0.50
<br />$3,287.50
<br />39
<br />2575.605
<br />HYDROSEEDING SQ YD
<br />6,575
<br />$2.25
<br />$14,793.75
<br />40
<br />2582.502
<br />4" DOUBLE SOLID LINE PAINT LIN FT
<br />11,380
<br />$0.30
<br />$3,414.00
<br />41
<br />2582.502
<br />4" SOLID LINE PAINT LIN FT
<br />22,760
<br />$0.20
<br />$4,552.00
<br />42
<br />2582.502
<br />24" SOLID LINE PAINT LIN FT
<br />48
<br />$8.00
<br />$384.00
<br />TOTAL $781,033.00
<br />CONTINGENCY TOTAL (10%) $78,103.30
<br />SUBTOTAL TOTAL $859,136.30
<br />INDIRECT COST TOTAL (25%) $214,784.08
<br />TOTAL $1,074,000.00
<br />K:\010893-000\Quantity\Preliminary\010893-000_0 PC_LM E_020518
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