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PAY ESTIMATE i2
<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 CONTRACTAMOUNI
<br />USED TO
<br />DATE
<br />EXTENSION
<br />1
<br />MOBILIZATION
<br />0.44
<br />LUMPSUM
<br />$80250.00 5
<br />35.310.00
<br />0.20
<br />S 16.050.00
<br />2
<br />CLEARING
<br />0.1
<br />ACRE
<br />321696.20 S
<br />2,169.82
<br />S
<br />3
<br />CLEARING
<br />2
<br />TREE
<br />$183.37 S
<br />366,74
<br />3
<br />5 550.11
<br />4
<br />GRUBBING
<br />0.1
<br />ACRE
<br />514.363.70 S
<br />1.436.37
<br />$
<br />5
<br />GRUBBING
<br />3
<br />TREE
<br />S103.91 S
<br />311.73
<br />1
<br />S 103.91
<br />6
<br />REMOVE CURB AND GUTTER
<br />2,629
<br />LIN FT
<br />53.23 $
<br />8,491.67
<br />5
<br />7
<br />REMOVE SEWER PIPE STORM
<br />166
<br />LIN FT
<br />$11.05 $
<br />1,834.30
<br />$
<br />e
<br />IREMOVE CONCRETE PAVEMENT
<br />6,942
<br />1 SOFT
<br />52.61 $
<br />18,110.62
<br />95
<br />$ 247.95
<br />9
<br />REMOVE CONCRETE WALK
<br />990
<br />son
<br />52.09 S
<br />2.069.10
<br />3
<br />10
<br />REMOVE BITUMINOUS PAVEMENT
<br />5,348
<br />SOYD
<br />54.43 S
<br />23691.64
<br />3,126
<br />S 13,848.18
<br />11
<br />REMOVE RIPRAP
<br />27
<br />CUYD
<br />$38.67 5
<br />1,044.09
<br />27
<br />S 1.044.09
<br />12
<br />SAWING CONCRETE PAVEMENT FULL DEPTH
<br />728
<br />LIN FT
<br />53.16 S
<br />2,300.48
<br />79
<br />S 24864
<br />13
<br />SAWING BITUMINOUS PAVEMENT FULL DEPTH
<br />4767
<br />LIN FT
<br />$1.96 S
<br />9,438.66
<br />869
<br />S 1 720.62
<br />14
<br />SALVAGE SIGN SUPPORT
<br />17
<br />EACH
<br />S3745 S
<br />636.65
<br />$
<br />15
<br />SALVAGECASTING
<br />22
<br />EACH
<br />S110.68 S
<br />2A30.56
<br />S-
<br />16
<br />SALVAGE MAILBOX SUPPORT
<br />104
<br />EACH
<br />537.45 S
<br />3894.80
<br />$
<br />17
<br />LANDSCAPE ALLOWANCE
<br />1
<br />ALLOWANCE
<br />S20.00.001 S
<br />20.000.00
<br />IS
<br />18
<br />REMOVE MISCELLANEOUS STRUCTURES
<br />1
<br />LUMP SUM
<br />$1,070.01 S
<br />107001
<br />S
<br />19
<br />SALVAGE MISCELLANEOUS STRUCTURES
<br />1
<br />LUMP SUM
<br />51,07001 5
<br />107001
<br />S
<br />20
<br />COMMON EXCAVATION
<br />3,707
<br />CU YO
<br />$15.07 S
<br />55.864.49
<br />580
<br />S 8,740.60
<br />21
<br />SUBGRADE EXCAVATION E
<br />6,113
<br />CUYD
<br />$16.60 S
<br />101.475.80
<br />267
<br />5 6432.20
<br />22
<br />WATER
<br />250
<br />MGAL
<br />$27.82 S
<br />6,95500
<br />3
<br />23
<br />AGGREGATE BASE CLASSS
<br />33
<br />TON
<br />$2675 S
<br />682.75
<br />S
<br />24
<br />FULL DEPTH RECLAMATION
<br />44 993
<br />SO YD
<br />51.50 S
<br />67.469.50
<br />4,462
<br />S 669300
<br />25
<br />HAUL FULL DEPTH RECLAMATION LV
<br />10,492
<br />CUYD
<br />59.00 S
<br />94,426.00
<br />477
<br />S 4.293.00
<br />26
<br />HAUL FULL DEPTH RECLAMATION LV
<br />10,492
<br />CUYD
<br />59.00 S
<br />94.428.00
<br />838
<br />1 S ] 542.00
<br />27
<br />SHOULDER BASE AGGREGATE CLASS 2
<br />50
<br />TON
<br />544.94 S
<br />2,247.00
<br />S
<br />28
<br />MILL BITUMINOUS SURFACE LS'
<br />2.016
<br />SQYD
<br />S1 84 S
<br />5185.12
<br />173
<br />S 318.32
<br />29
<br />MILL BITUMINOUS SURFACE
<br />5.964
<br />$1.03 S
<br />6.142.92
<br />8
<br />30
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />3,988
<br />GALLON
<br />52.51 5
<br />10,009.68
<br />1.090
<br />3 2,735.90
<br />31
<br />TYPE SP 9.5 WEARING COURSE MIXTURE G
<br />5,114
<br />TON
<br />548.75 5
<br />249,30750
<br />1506.24
<br />S 73.42920
<br />32
<br />TYPE SP 9.5 WEARING COURSE MIXTURE 13,C
<br />1,117
<br />TON
<br />S50.35 S
<br />58,240.95
<br />5
<br />33
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE 2,0
<br />6,618
<br />TON
<br />540.58 S
<br />268,556.44
<br />725.57
<br />S 29.44163
<br />34
<br />TYPE SP 12.5 WEARING COURSE MIXTURE 2.B 2.5 -THICK
<br />1.241
<br />SO YD
<br />513.14 S
<br />16,306.74
<br />121.3
<br />5 1.593.88
<br />35
<br />TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING
<br />695
<br />TON
<br />567.92 S
<br />47204.40
<br />533.92
<br />S 36.263.85
<br />36
<br />15' CS PIPE CULVERT
<br />64
<br />UN FT
<br />$50.82 S
<br />3.252.46
<br />5
<br />37
<br />12'GS PIPE APRON
<br />1
<br />EACH
<br />5248.58 S
<br />248.58
<br />1
<br />S 248.58
<br />38
<br />15" GS PIPE APRON
<br />6
<br />EACH
<br />$276.20 S
<br />1657.20
<br />$
<br />39
<br />15'RC PIPE APRON
<br />3
<br />EACH
<br />5628.60 5
<br />2,485.80
<br />S
<br />40
<br />18" RC PIPE APRON
<br />1
<br />EACH
<br />5883.84 S
<br />003,84
<br />S
<br />41
<br />24 -RC PIPE APRON
<br />2
<br />EACH
<br />$1,438.25 S
<br />2,872.50
<br />S
<br />42
<br />15" RC PIPE CULVERT DESIGN 3066 CLASS V
<br />32
<br />LIN FT
<br />56619 S
<br />2121.28
<br />$
<br />43
<br />12" RC PIPE SEWER DESIGN 3006 CLASS V
<br />12
<br />LIN FT
<br />$52.485
<br />629.76
<br />6
<br />S 314.88
<br />44
<br />15" RC PIPE SEWER DESIGN 3006 CLASS V
<br />73
<br />LIN FT
<br />$53.03 S
<br />3,871.19
<br />52
<br />S 2.75TS6
<br />45
<br />16" RC PIPE SEWER DESIGN 3006 CLASS 111
<br />150
<br />LIN FT
<br />$56.34 S
<br />8,901.72
<br />S
<br />46
<br />24" RC PIPE SEWER DESIGN 3006 CLASS III
<br />74
<br />LIN FT
<br />$62.97 S
<br />4,659.78
<br />5
<br />47
<br />12" HOPE PIPE SEWER- DIRECTIONAL DRILLED
<br />137
<br />LIN FT
<br />5154.67 S
<br />21.189.79
<br />137
<br />$ 21,189.79
<br />46
<br />ADJUST VALVE BOX
<br />7
<br />EACH
<br />5303.02 S
<br />2.126.74
<br />S
<br />49
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL
<br />9
<br />LIN FT
<br />5441.92 S
<br />4.012.63
<br />3
<br />S 1,325.76
<br />50
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48- 4020
<br />30
<br />LIN FT
<br />5388.68 S
<br />11739.60
<br />14
<br />S 5,41352
<br />51
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 60- 4020
<br />4
<br />UN FT
<br />5716.12 5
<br />3.095.10
<br />5
<br />52
<br />CASTINGASSEMBLY
<br />9
<br />EACH
<br />5524.]8 S
<br />4,723.02
<br />S
<br />53
<br />INSTALLCASTING
<br />22
<br />EACH
<br />$110.48 S
<br />2.430.56
<br />S
<br />54
<br />ADJUST FRAME AND RING CASTING
<br />7
<br />EACH
<br />5740.22 S
<br />5,181.54
<br />$
<br />55
<br />SEAL CATCH BASIN
<br />31
<br />EACH
<br />5155.15 S
<br />4,609.65
<br />S
<br />56
<br />RANDOM RIPRAP CLASS III
<br />25
<br />CUYD
<br />5121.M S
<br />2,98964
<br />6
<br />$ 729.18
<br />57
<br />GEOTEXTILE FILTER TYPE IV
<br />86
<br />SOYD
<br />S5.52 $
<br />474.72
<br />2
<br />S 11.04
<br />58
<br />4" CONCRETE WALK
<br />25
<br />SOFT
<br />56.37 S
<br />159.25
<br />S
<br />59
<br />6" CONCRETE WALK
<br />990
<br />SOFT
<br />$].44 S
<br />7365.60
<br />S
<br />60
<br />CONCRETE CURB AND GUTTER DESIGN 8412
<br />18.808
<br />UN FT
<br />$11.721S
<br />220406.32
<br />5
<br />S.W.nidpaMd8n.AERZIOMPAY ESTIMATES1ERM3 PE PE -6
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