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PAY ESTIMATE #8
<br />CITY OF ELK RIVER
<br />2017 Street Improvements
<br />BID SCHEDULE "F" - LOCAL FUNDING
<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 />0.44
<br />LUMP SUM
<br />$80,250.00 S
<br />35310.00
<br />0.44
<br />S
<br />35,310.00
<br />2
<br />CLEARING
<br />0.1
<br />ACRE
<br />$21,698.20 S
<br />2169.82
<br />0.1
<br />$
<br />2169.82
<br />3
<br />CLEARING
<br />2
<br />TREE
<br />$183.37 $
<br />366.74
<br />5
<br />$
<br />916.65
<br />4
<br />GRUBBING
<br />0.1
<br />ACRE
<br />$14,363.70 S
<br />1,436.37
<br />0.1
<br />1 S
<br />1,436.37
<br />5
<br />GRUBBING
<br />3
<br />TREE
<br />$103.911 S
<br />311.73
<br />5
<br />$
<br />519.55
<br />6
<br />REMOVE CURB AND GUTTER
<br />2,629
<br />LIN FT
<br />S3.23 S
<br />8,491.67
<br />2,527
<br />S
<br />8,162.21
<br />7
<br />REMOVE SEWER PIPE STORM
<br />166
<br />LIN FT
<br />$11.05 $
<br />1 834.30
<br />166
<br />$
<br />1,834.30
<br />8
<br />REMOVE CONCRETE PAVEMENT
<br />6,942
<br />SO FT
<br />$2.61 S
<br />18 118.62
<br />6,834
<br />$
<br />17 836.74
<br />9
<br />REMOVE CONCRETE WALK
<br />990
<br />SO FT
<br />$2.09 S
<br />2,069.10
<br />757
<br />S
<br />1,582.13
<br />10
<br />REMOVE BITUMINOUS PAVEMENT
<br />5,348
<br />SO YD
<br />54.43 S
<br />23691.64
<br />6,207.5
<br />S
<br />27,499.23
<br />11
<br />REMOVE RIPRAP
<br />27
<br />CU YD
<br />$38.67 $
<br />1.044.09
<br />27
<br />S
<br />1.044.09
<br />12
<br />SAWING CONCRETE PAVEMENT FULL DEPTH
<br />726
<br />LIN FT
<br />$3.16 5
<br />2,300.48
<br />795
<br />$
<br />2 512.20
<br />13
<br />SAWING BITUMINOUS PAVEMENT FULL DEPTH
<br />4767
<br />LIN FT
<br />51.98 S
<br />9.438.66
<br />8,257
<br />$
<br />16,348.86
<br />14
<br />SALVAGE SIGN SUPPORT
<br />17
<br />EACH
<br />537.45 S
<br />636.65
<br />12
<br />S
<br />449.40
<br />15
<br />SALVAGE CASTING
<br />22
<br />EACH
<br />$110.48 S
<br />2,430.56
<br />16
<br />$
<br />11767.68
<br />16
<br />SALVAGE MAILBOX SUPPORT
<br />104
<br />EACH
<br />537.45 S
<br />3,894.80
<br />114
<br />S
<br />4269.30
<br />17
<br />LANDSCAPE ALLOWANCE
<br />1
<br />ALLOWANCE
<br />$20000.00 S
<br />20000.00
<br />0.38
<br />S
<br />7600.00
<br />18
<br />REMOVE MISCELLANEOUS STRUCTURES
<br />1
<br />LUMP SUM
<br />S1.070.011 S
<br />1,070.01
<br />1
<br />S
<br />1,070.01
<br />19
<br />SALVAGE MISCELLANEOUS STRUCTURES
<br />1
<br />LUMP SUM
<br />$1,070.01 $
<br />1,070.01
<br />1
<br />$
<br />1,070.01
<br />20
<br />COMMON EXCAVATION EV
<br />3,707
<br />CU YD
<br />515.07 S
<br />55 864.49
<br />3,161
<br />5
<br />47,636.27
<br />21
<br />SUBGRADE EXCAVATION EV
<br />6,113
<br />CU YD
<br />$16.60 S
<br />101,475.80
<br />9.636
<br />$
<br />159 957.60
<br />22
<br />WATER
<br />250
<br />MGAL
<br />S2T82 S
<br />6.955.00
<br />97
<br />$
<br />2,698.54
<br />23
<br />AGGREGATE BASE CLASS 5
<br />33
<br />TON
<br />$26.75 S
<br />682.75
<br />10
<br />S
<br />267.50
<br />24
<br />FULL DEPTH RECLAMATION
<br />44993
<br />SO YD
<br />S1.50 S
<br />67,489.50
<br />45,449
<br />$
<br />68 173.50
<br />25
<br />HAUL FULL DEPTH RECLAMATION LV
<br />10,492
<br />CU YD
<br />$9,00 5
<br />94,428.00
<br />11,698
<br />$
<br />105,282.00
<br />26
<br />HAUL FULL DEPTH RECLAMATION LV
<br />10,492
<br />CU YD
<br />$9.00 S
<br />94 426.00
<br />14,358
<br />S
<br />129 222.00
<br />27
<br />SHOULDER BASE AGGREGATE CLASS 2
<br />50
<br />TON
<br />$44.94 S
<br />2,247.00
<br />74.36
<br />$
<br />3,341.74
<br />28
<br />MILL BITUMINOUS SURFACE 1.5"
<br />2.818
<br />SO YD
<br />51.84 S
<br />5,185.12
<br />3,490
<br />$
<br />6,421.60
<br />29
<br />MILL BITUMINOUS SURFACE
<br />5.964
<br />51,03 S
<br />6142.92
<br />5,774
<br />S
<br />5947.22
<br />30
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />3,988
<br />GALLON
<br />$2.51 S
<br />10 009.88
<br />4,045
<br />S
<br />10 152.95
<br />31
<br />TYPE SP 9.5 WEARING COURSE MIXTURE 2,C
<br />5,114
<br />TON
<br />$48.75 $
<br />249 307.50
<br />5,074.5
<br />S
<br />247,381.88
<br />32
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (3,C)
<br />1,117
<br />TON
<br />$50.35 S
<br />56 240.95
<br />1,100.82
<br />S
<br />55 426.29
<br />33
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B)
<br />6,618
<br />TON
<br />540.56 $
<br />268 558.44
<br />6,713.71
<br />S
<br />272 442.35
<br />34
<br />TYPE SP 12.5 WEARING COURSE MIXTURE (2,B) 2.5" THICK
<br />1,241
<br />SO YD
<br />$13.14 S
<br />16 306.74
<br />1,295.1
<br />$
<br />17,017.61
<br />35
<br />TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING
<br />695
<br />TON
<br />567.92 $
<br />47,204.40
<br />966.93
<br />S
<br />67032.29
<br />36
<br />15" CS PIPE CULVERT
<br />64
<br />LIN FT
<br />550.82 S
<br />3,252.46
<br />70
<br />S
<br />3,557.40
<br />37
<br />12" GS PIPE APRON
<br />1
<br />EACH
<br />$248.58 S
<br />248.58
<br />1
<br />S
<br />248.58
<br />38
<br />15" GS PIPE APRON
<br />6
<br />EACH
<br />$276.20 $
<br />1,657.20
<br />6
<br />S
<br />1,657.20
<br />39
<br />15" RC PIPE APRON
<br />3
<br />EACH
<br />$828.60 $
<br />2,485.80
<br />3
<br />S
<br />2,485.80
<br />40
<br />18" RC PIPE APRON
<br />i
<br />EACH
<br />$883.84 S
<br />883.84
<br />3
<br />S
<br />2T651.52
<br />41
<br />24" RC PIPE APRON
<br />2
<br />EACH
<br />$1,436.25 $
<br />2,872.50
<br />0
<br />$
<br />42
<br />15" RC PIPE CULVERT DESIGN 3006 CLASS V
<br />32
<br />LIN FT
<br />$66.29 $
<br />2,12t28
<br />32
<br />$
<br />2,121.28
<br />43
<br />12" RC PIPE SEWER DESIGN 3006 CLASS V
<br />12
<br />LIN FT
<br />$52.48 S
<br />629.76
<br />12
<br />S
<br />629.76
<br />44
<br />15" RC PIPE SEWER DESIGN 3006 CLASS V
<br />73
<br />LIN FT
<br />S53.03 S
<br />3,871 . 19
<br />88
<br />S
<br />4666.64
<br />45
<br />16" RC PIPE SEWER DESIGN 3006 CLASS 111
<br />158
<br />LIN FT
<br />556.34 S
<br />8,901.72
<br />240
<br />S
<br />13,521.60
<br />46
<br />24" RC PIPE SEWER DESIGN 3006 CLASS 111
<br />74
<br />LIN FT
<br />$62.97 S
<br />4,659.78
<br />$
<br />47
<br />12" HDPE PIPE SEWER - DIRECTIONAL DRILLED
<br />137
<br />LIN FT
<br />$154.67 S
<br />21 189.79
<br />137
<br />$
<br />21 189.79
<br />48
<br />ADJUST VALVE BOX
<br />7
<br />EACH
<br />$303.82 $
<br />2,126.74
<br />9
<br />$
<br />2,734.38
<br />49
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL
<br />9
<br />LIN FT
<br />$441.92 $
<br />4,012.63
<br />9.08
<br />S
<br />4,012.63
<br />50
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 - 4020
<br />30
<br />LIN FT
<br />$386.68 $
<br />11 739.60
<br />30.36
<br />S
<br />11,739.60
<br />51
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 - 4020
<br />4
<br />LIN FT
<br />5718.12 S
<br />3,095.10
<br />4.31
<br />$
<br />3,095.10
<br />52
<br />CASTING ASSEMBLY
<br />9
<br />EACH
<br />$524,78 S
<br />4,723.02
<br />10
<br />$
<br />5247.8
<br />53
<br />INSTALL CASTING
<br />22
<br />EACH
<br />$110.48 $
<br />2430.56
<br />14
<br />S
<br />1,546.72
<br />54
<br />ADJUST FRAME AND RING CASTING
<br />7
<br />EACH
<br />$740.22 S
<br />5,181.54
<br />5
<br />S
<br />3,701.10
<br />55
<br />SEAL CATCH BASIN
<br />31
<br />EACH
<br />$155.15 $
<br />4,809.65
<br />26
<br />$
<br />4,033.90
<br />56
<br />RANDOM RIPRAP CLASS III
<br />25
<br />CU YD
<br />$121.53 $
<br />2,989.64
<br />42.7
<br />$
<br />5,189.331
<br />57
<br />GE TEXTILE FILTER TYPE IV
<br />86
<br />SO YD
<br />$5.52 S
<br />474.72
<br />108
<br />$
<br />596.16
<br />58
<br />4" CONCRETE WALK
<br />25
<br />SO FT
<br />$6.37 $
<br />159.25
<br />88
<br />5
<br />560.56
<br />59
<br />6" CONCRETE WALK
<br />990
<br />SO FT
<br />57.44 S
<br />7,365.60
<br />583
<br />5
<br />4 337.52
<br />60
<br />CONCRETE CURB AND GUTTER DESIGN 8412
<br />18,806
<br />1 LIN FT
<br />1 $11.72 $
<br />220,40&32
<br />1 18,897
<br />5
<br />221 472.84
<br />SAMunicipalWelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 6
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