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PAY ESTIMATE #8
<br />CITY OF ELK RIVER
<br />2017 Street Improvements
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<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 />0.13
<br />LUMP SUM
<br />$80,250.77 S
<br />10432.60
<br />0.13
<br />5
<br />10432.60
<br />2
<br />CLEARING
<br />1
<br />TREE
<br />51564.72 S
<br />1,564.72
<br />3
<br />S
<br />4694.16
<br />3
<br />GRUBBING
<br />1
<br />TREE
<br />$586.78 S
<br />566.78
<br />3
<br />$
<br />1,760.34
<br />4
<br />REMOVE CURB AND GUTTER
<br />4,730
<br />LIN FT
<br />S3.23 $
<br />15,27290
<br />4,816
<br />S
<br />15 562.14
<br />5
<br />REMOVE CONCRETE PAVEMENT
<br />990
<br />SO FT
<br />52.61 S
<br />2.583.90
<br />1,168
<br />5
<br />3048.48
<br />6
<br />REMOVE CONCRETE WALK
<br />750
<br />SO FT
<br />$2.09 5
<br />1,567.50
<br />947
<br />$
<br />1,979.23
<br />7
<br />SAWING CONCRETE PAVEMENT FULL DEPTH
<br />90
<br />LIN FT
<br />53.16 S
<br />284.40
<br />94
<br />S
<br />297.04
<br />8
<br />SAWING BITUMINOUS PAVEMENT FULL DEPTH
<br />103
<br />LIN FT
<br />$1.98 S
<br />203.94
<br />103
<br />S
<br />203.94
<br />9
<br />ISALVAGE CHAIN LINK FENCE
<br />50
<br />LIN FT
<br />S16.05 S
<br />802.50
<br />70
<br />S
<br />1,123.50
<br />10
<br />SALVAGE SIGN SUPPORT
<br />3
<br />EACH
<br />$26.75 S
<br />80.25
<br />2
<br />S
<br />53.50
<br />11
<br />SALVAGE CASTING
<br />13
<br />EACH
<br />5110.48 S
<br />1,436.24
<br />13
<br />S
<br />1,436.24
<br />12
<br />SUBGRADE EXCAVATION EV
<br />160
<br />CU YD
<br />S11.73 S
<br />1,876.60
<br />248
<br />S
<br />2,909.04
<br />13
<br />WATER
<br />100
<br />MGAL
<br />S27.82 S
<br />2,782.00
<br />66
<br />S
<br />1,836.12
<br />14
<br />FULL DEPTH RECLAMATION
<br />17,388
<br />SO YD
<br />$1.35 S
<br />23 473.80
<br />17,368
<br />S
<br />23 473.80
<br />15
<br />HAUL FULL DEPTH RECLAMATION LV
<br />2,801
<br />CU YD
<br />$7.14 S
<br />19,999.14
<br />3.391
<br />$
<br />24 211.74
<br />16
<br />HAUL FULL DEPTH RECLAMATION LV
<br />416
<br />CU YD
<br />57.14 S
<br />2,970.24
<br />344
<br />S
<br />2,456J6
<br />17
<br />MILL BITUMINOUS SURFACE 2"
<br />19
<br />SQ YD
<br />$26.75 $
<br />508.25
<br />19
<br />$
<br />506.25
<br />18
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />807
<br />GALLON
<br />$2.51 S
<br />2.025.57
<br />700
<br />$
<br />1,757.00
<br />19
<br />TYPE SP 9.5 WEARING COURSE MIXTURE 2.8
<br />513
<br />TON
<br />$50.06 S
<br />25 660.78
<br />468
<br />S
<br />23,428.08
<br />20
<br />TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)
<br />1,756
<br />TON
<br />547.02 S
<br />82,567.12
<br />1,822.62
<br />$
<br />85699.59
<br />21
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)
<br />2 194
<br />TON
<br />$41.31 S
<br />90,634.14
<br />2,106.48
<br />S
<br />87,018.69
<br />22
<br />15" RC PIPE SEWER DESIGN 3006 CLASS V
<br />103
<br />LIN FT
<br />$53.03 S
<br />5,46Z09
<br />94
<br />$
<br />4,984.62
<br />23
<br />CONNECT TO EXISTING STORM SEWER
<br />6
<br />EACH
<br />$1,988.64 S
<br />15 909.12
<br />8
<br />S
<br />15 909.12
<br />24
<br />ADJUST VALVE BOX
<br />5
<br />EACH
<br />$303,821 S
<br />1,519.10
<br />6
<br />S
<br />1,622,92
<br />25
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL
<br />6
<br />LIN FT
<br />$441.92 $
<br />2651.52
<br />10
<br />$
<br />4419.20
<br />26
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 46 - 4020
<br />38
<br />LIN FT
<br />$419.82 S
<br />15,911 . 18
<br />44
<br />S
<br />18 472.08
<br />27
<br />CASTING ASSEMBLY
<br />10
<br />EACH
<br />$524.78 5
<br />5,247.80
<br />13
<br />S
<br />6822.14
<br />28
<br />ADJUST FRAME AND RING CASTING
<br />17
<br />EACH
<br />5740.22 $
<br />12.583.74
<br />23
<br />S
<br />17 025.06
<br />29
<br />SEAL CATCH BASIN
<br />13
<br />EACH
<br />S155.15 S
<br />2016.95
<br />24
<br />S
<br />3,723.60
<br />30
<br />4" CONCRETE WALK
<br />380
<br />SO FT
<br />$6.371 $
<br />2.420.60
<br />515
<br />S
<br />3,280.55
<br />31
<br />6" CONCRETE WALK
<br />705
<br />SQ FT
<br />$7.44 S
<br />5,245.20
<br />536
<br />S
<br />3,987.84
<br />32
<br />CONCRETE CURB AND GUTTER DESIGN 8618
<br />4,730
<br />LIN FT
<br />$12.79 $
<br />60 496.70
<br />4,818
<br />$
<br />61,622.22
<br />33
<br />8" CONCRETE DRIVEWAY PAVEMENT
<br />177
<br />SO YD
<br />$57.78 S
<br />10,227.06
<br />142.5
<br />S
<br />8233.65
<br />34
<br />TRUNCATED DOMES
<br />100
<br />SQ FT
<br />S48.15 S
<br />4,615.00
<br />75
<br />S
<br />3611.25
<br />35
<br />INSTALL SALVAGED FENCE
<br />50
<br />LIN FT
<br />526.75 S
<br />1,33T50
<br />70
<br />S
<br />1,872.50
<br />36
<br />TRAFFIC CONTROL
<br />0.13
<br />LUMP SUM
<br />$79,859.23 S
<br />10 381.70
<br />0.13
<br />$
<br />10 381.70
<br />37
<br />INSTALL SIGN SUPPORT
<br />3
<br />EACH
<br />580.25 S
<br />240.75
<br />2
<br />S
<br />160.50
<br />38
<br />STABILIZED CONSTRUCTION EXIT
<br />0.13
<br />LUMP SUM
<br />S5.200.23 S
<br />676.03
<br />0.13
<br />$
<br />676.03
<br />39
<br />FERTILIZER TYPE 1
<br />228
<br />POUND
<br />$1.02 S
<br />232.56
<br />228
<br />S
<br />232.56
<br />40
<br />COMMON TOPSOIL BORROW LV
<br />270
<br />CU YD
<br />$32.12 5
<br />8,672.40
<br />249
<br />S
<br />7,997.88
<br />41
<br />SEEDING
<br />1.25
<br />ACRE
<br />S374.50 S
<br />468.13
<br />1.25
<br />S
<br />468.13
<br />42
<br />SEED MIXTURE 25-131
<br />126
<br />POUND
<br />S3.20 S
<br />403.20
<br />126
<br />$
<br />403.20
<br />43
<br />HYDRAULIC NATURAL TACKIFIER
<br />2,760
<br />SQ YD
<br />$0.75 S
<br />2.070.00
<br />2,760
<br />S
<br />2,070.00
<br />44
<br />EROSION CONTROL
<br />0.13
<br />LUMP SUM
<br />S3,210.00 S
<br />417.30
<br />0.13
<br />S
<br />417.30
<br />45
<br />PAVEMENT MESSAGE EPDXY
<br />30
<br />SQ FT
<br />S5.73 $
<br />171.90
<br />30
<br />1 5
<br />171.90
<br />46
<br />4" SOLID LINE EPDXY
<br />5,535
<br />LIN FT
<br />$0.31 S
<br />1,715.65
<br />5,550
<br />$
<br />7 720.50
<br />47
<br />24" SOLID LINE EPDXY
<br />42
<br />LIN FT
<br />$6.88 S
<br />288.96
<br />40
<br />S
<br />275.20
<br />48
<br />4" DOUBLE SOLID LINE EPDXY
<br />345
<br />LIN FT
<br />$0.62 S
<br />213.90
<br />345
<br />S
<br />213.90
<br />49
<br />CROSSWALK EPDXY
<br />432
<br />SQ FT
<br />$3.67 $
<br />1,565.44
<br />432
<br />S
<br />1,585.44
<br />Total Bid Schedule "A" S 460,720.25 $ 476,450.83
<br />SAMunicip0AelkrveAER303\PAY ESTIMATES\ER303 PE.xisx PE - 1
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