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PAY ESTIMATE #8
<br />CITY OF ELK RIVER
<br />2017 Street Improvements
<br />BID SCHEDULE "B" - S.A.P. 204-129-001 - JOPLIN STREET
<br />ITEM
<br />NO.
<br />ITEM DESCRIPTION
<br />ESTIMATED
<br />QUANTITY
<br />UNIT
<br />CONTRACT
<br />UNIT PRICE CONTRACT AMOUNT
<br />USED TO
<br />DATE
<br />EXTENSION
<br />1
<br />MOBILIZATION
<br />0.17
<br />LUMP SUM
<br />S80,250.80 S
<br />12.037.62
<br />0.17
<br />S
<br />13 642.64
<br />2
<br />REMOVE CURB AND GUTTER
<br />5215
<br />LIN FT
<br />$3.23 S
<br />16.844.45
<br />5,202
<br />S
<br />16 802.46
<br />3
<br />REMOVE CONCRETE PAVEMENT
<br />505
<br />SQ FT
<br />52.61 S
<br />1,318.05
<br />793
<br />5
<br />2,069.73
<br />4
<br />REMOVE CONCRETE WALK
<br />2,927
<br />SQ FT
<br />$2.09 $
<br />6,117.43
<br />4,595
<br />1 S
<br />9,603.55
<br />5
<br />REMOVE BITUMINOUS PAVEMENT
<br />36
<br />SO YD
<br />$26.75 S
<br />963.00
<br />187
<br />$
<br />5,002.25
<br />6
<br />SAWING CONCRETE PAVEMENT FULL DEPTH
<br />58
<br />LIN FT
<br />$3.16 S
<br />183.28
<br />130
<br />S
<br />410.80
<br />7
<br />SAWING BITUMINOUS PAVEMENT FULL DEPTH
<br />311
<br />LIN FT
<br />$1.98 S
<br />615.78
<br />311
<br />S
<br />615.76
<br />B
<br />SALVAGE SIGN SUPPORT
<br />12
<br />EACH
<br />$26.75 $
<br />321.00
<br />18
<br />$
<br />481.50
<br />9
<br />SALVAGE CASTING
<br />9
<br />EACH
<br />$110.481 $
<br />994.32
<br />12
<br />S
<br />1.325.76
<br />10
<br />SUBGRADE EXCAVATION EV
<br />870
<br />CUYD
<br />519.56 S
<br />17017.20
<br />1,105
<br />S
<br />21.613.80
<br />11
<br />WATER
<br />150
<br />MGAL
<br />$27.82 S
<br />4173.00
<br />36
<br />5
<br />1001.52
<br />12
<br />FULL DEPTH RECLAMATION
<br />18,008
<br />SQ YD
<br />$1.39 S
<br />25 031.12
<br />18,008
<br />S
<br />25,031.12
<br />13
<br />HAUL FULL DEPTH RECLAMATION LV
<br />4121
<br />CU YD
<br />56.49 S
<br />26 745.29
<br />5,302
<br />$
<br />34,409.98
<br />14
<br />HAUL FULL DEPTH RECLAMATION LV
<br />2608
<br />CU YD
<br />$6.49 S
<br />16 925.92
<br />2,328
<br />$
<br />15,108.72
<br />15
<br />MILL BITUMINOUS SURFACE 2"
<br />64
<br />SQ YD
<br />$9.63 $
<br />616.32
<br />64
<br />S
<br />616.32
<br />16
<br />MILL BITUMINOUS SURFACE 2.5"
<br />45
<br />SQ YD
<br />$9.63 $
<br />433.35
<br />45
<br />5
<br />433.35
<br />17
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />829
<br />GALLON
<br />$2.51 S
<br />2,080.79
<br />610
<br />S
<br />1,531.10
<br />10
<br />TYPE SP 9.5 WEARING COURSE MIXTURE 2,6
<br />465
<br />TON
<br />$49.85 S
<br />23180.25
<br />436.86
<br />S
<br />21 778.47
<br />19
<br />TYPE SP 12.5 WEARING COURSE MIXTURE 3,C
<br />2051
<br />TON
<br />$46.04 $
<br />94 428.04
<br />2.161.55
<br />S
<br />99,517.76
<br />20
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)
<br />2,250
<br />TON
<br />$40.72 S
<br />91 620.00
<br />2,320.24
<br />S
<br />94 480.17
<br />21
<br />TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING
<br />10
<br />TON
<br />$197.95 S
<br />1,979.50
<br />103.13
<br />$
<br />20,414.58
<br />22
<br />ADJUST VALVE BOX
<br />6
<br />EACH
<br />$513.54 S
<br />3,081.24
<br />6
<br />S
<br />3,081.24
<br />23
<br />INSTALL CASTING
<br />12
<br />EACH
<br />$110.48 $
<br />1.325.76
<br />12
<br />S
<br />1,325.76
<br />24
<br />ADJUST FRAME AND RING CASTING
<br />5
<br />EACH
<br />$740.22 S
<br />3,701.10
<br />8
<br />$
<br />5,921.76
<br />25
<br />SEAL CATCH BASIN
<br />12
<br />EACH
<br />$155.15 S
<br />1,861.80
<br />12
<br />S
<br />1,861.80
<br />26
<br />4" CONCRETE WALK
<br />1,752
<br />SQ FT
<br />$6.37 $
<br />11 160.24
<br />2.201
<br />S
<br />14 020.37
<br />27
<br />6" CONCRETE WALK
<br />1,175
<br />SQ FT
<br />S7.44 S
<br />8,742.00
<br />2,379
<br />S
<br />17699.76
<br />26
<br />CONCRETE CURB AND GUTTER DESIGN 8618
<br />5,215
<br />LIN FT
<br />S12.79 S
<br />66 699.65
<br />5,177
<br />S
<br />66 213.83
<br />29
<br />7" CONCRETE DRIVEWAY PAVEMENT
<br />58
<br />SQ YD
<br />S77.04 S
<br />4,468.32
<br />103.7
<br />$
<br />7,989.05
<br />30
<br />TRUNCATED DOMES
<br />220.0
<br />SQ FT
<br />S48A5 S
<br />10,593.00
<br />292
<br />S
<br />14,059.80
<br />31
<br />TRAFFIC CONTROL
<br />0.15
<br />LUMP SUM
<br />$79,859.20 S
<br />11,978.8B
<br />0.15
<br />S
<br />11,978.88
<br />32
<br />INSTALL SIGN SUPPORT
<br />9
<br />EACH
<br />580.25 S
<br />722.25
<br />18
<br />S
<br />1,444.50
<br />33
<br />ADJUST HANDHOLE
<br />2
<br />EACH
<br />5428.00 $
<br />856.00
<br />1
<br />S
<br />428.00
<br />34
<br />RIGID PVC LOOP DETECTOR 6'x6'
<br />4
<br />EACH
<br />$909.51 $
<br />3,638.04
<br />1
<br />S
<br />909.51
<br />35
<br />STORM DRAIN INLET PROTECTION
<br />13
<br />EACH
<br />$90.95 S
<br />1,182.35
<br />14
<br />S
<br />1,273.30
<br />36
<br />STABILIZED CONSTRUCTION EXIT
<br />0.15
<br />LUMP SUM
<br />$5,200.27 $
<br />780.04
<br />0.15
<br />$
<br />780.04
<br />37
<br />FERTILIZER TYPE 1
<br />300
<br />POUND
<br />$1.02 S
<br />306.00
<br />300
<br />$
<br />306.00
<br />38
<br />COMMON TOPSOIL BORROW LV
<br />330
<br />CU YD
<br />$34.25 S
<br />11,302.50
<br />354
<br />S
<br />12124.50
<br />39
<br />SEEDING
<br />1
<br />ACRE
<br />$374.51 S
<br />374.51
<br />1
<br />S
<br />374.51
<br />40
<br />SEED MIXTURE 25-131
<br />165
<br />POUND
<br />$3.20 S
<br />528.00
<br />165
<br />5
<br />528.00
<br />41
<br />HYDRAULIC NATURAL TACKIFIER
<br />3,630
<br />SQ YD
<br />$0.75 S
<br />2,722.50
<br />3,630
<br />$
<br />2,722.50
<br />42
<br />EROSION CONTROL
<br />0.15
<br />LUMP SUM
<br />$3,210.07 S
<br />481.51
<br />0.15
<br />$
<br />481.51
<br />43
<br />PAVEMENT MESSAGE EPDXY
<br />99
<br />SQ FT
<br />$5.73 $
<br />567.27
<br />99
<br />$
<br />567.27
<br />44
<br />4" SOLID LINE EPDXY
<br />770
<br />LIN FT
<br />$0.31 $
<br />238.70
<br />770
<br />$
<br />238.70
<br />45
<br />24" SOLID LINE EPDXY
<br />118
<br />LIN FT
<br />S6.88 $
<br />811.84
<br />156
<br />$
<br />1,073.28
<br />46
<br />4" BROKEN LINE EPDXY
<br />960
<br />LIN FT
<br />$0.31 S
<br />297.60
<br />880
<br />S
<br />272.80
<br />47
<br />4" DOUBLE SOLID LINE EPDXY
<br />2210
<br />LIN FT
<br />$0.62 S
<br />1,370.20
<br />2,183
<br />$
<br />1,353.46
<br />48
<br />CROSSWALK EPDXY
<br />1872
<br />SQ FT
<br />$3.67 S
<br />6,870.24
<br />1.602
<br />S
<br />5,879.34
<br />Total Bid Schedule "B" $ 500,287.45 I S 560,800.83
<br />S:\Municipal\Aelknver1ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 2
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