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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 />0.17
<br />LUMP SUM
<br />$80,250.82 S
<br />13,642.64
<br />0.17
<br />$
<br />13,642.64
<br />2
<br />REMOVE CURB AND GUTTER
<br />3490
<br />LIN FT
<br />$323 S
<br />11 272.70
<br />3,579
<br />$
<br />11,560.17
<br />3
<br />REMOVE CONCRETE PAVEMENT
<br />1,016
<br />SQ FT
<br />S2.61 S
<br />2,651.76
<br />1,318
<br />S
<br />3,439.98
<br />4
<br />IREMOVE CONCRETE WALK
<br />2,468
<br />SO FT
<br />$2.09 $
<br />5.158.12
<br />3,951
<br />1 S
<br />8257.59
<br />5
<br />SAWING CONCRETE PAVEMENT FULL DEPTH
<br />84
<br />LIN FT
<br />$3.16 $
<br />265.44
<br />170
<br />S
<br />537.20
<br />6
<br />SAWING BITUMINOUS PAVEMENT FULL DEPTH
<br />125
<br />LIN FT
<br />$1.96 S
<br />247.50
<br />125
<br />$
<br />247.50
<br />7
<br />SALVAGE SIGN SUPPORT
<br />5
<br />EACH
<br />537.45 S
<br />187.25
<br />14
<br />$
<br />524.30
<br />8
<br />SALVAGE CASTING
<br />15
<br />EACH
<br />$107.00 $
<br />1,605.00
<br />16
<br />$
<br />1,712.00
<br />9
<br />SUBGRADE EXCAVATION EV
<br />2,167
<br />CU YD
<br />518.54 S
<br />40.176.18
<br />3,673
<br />S
<br />68,097.42
<br />10
<br />WATER
<br />150
<br />MGAL
<br />S27.82 S
<br />4,173.00
<br />92
<br />$
<br />2,559.44
<br />11
<br />FULL DEPTH RECLAMATION
<br />21,725
<br />SQ YD
<br />51.21 $
<br />26 287.25
<br />22,095
<br />S
<br />26 734.95
<br />12
<br />HAUL FULL DEPTH RECLAMATION LV
<br />7,409
<br />CU YD
<br />$6.26 S
<br />46,380.34
<br />7,846
<br />$
<br />49 115.96
<br />13
<br />HAUL FULL DEPTH RECLAMATION LV
<br />7024
<br />CU YD
<br />S6.25 S
<br />43 900.00
<br />7,894
<br />5
<br />49 337.50
<br />14
<br />MILL BITUMINOUS SURFACE 2"
<br />44
<br />SO YD
<br />$9.63 S
<br />423.72
<br />44
<br />S
<br />423.72
<br />15
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />1,200
<br />GALLON
<br />$2.51 $
<br />3,012.00
<br />1,025
<br />5
<br />2,572.75
<br />16
<br />TYPE SP 12.5 WEARING COURSE MIXTURE 3,C
<br />2,613
<br />TON
<br />$45.99 $
<br />120,171.87
<br />2,651.43
<br />S
<br />121,939.27
<br />17
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)
<br />3,264
<br />TON
<br />541.24 5
<br />134 607.36
<br />3,085.55
<br />S
<br />127,248.08
<br />18
<br />ADJUST VALVE BOX
<br />15
<br />EACH
<br />$513.54 S
<br />7,703.10
<br />16
<br />S
<br />8.216.64
<br />19
<br />INSTALL CASTING
<br />15
<br />EACH
<br />$324.48 S
<br />4,867.20
<br />28
<br />S
<br />9.085.44
<br />20
<br />ADJUST FRAME AND RING CASTING
<br />11
<br />EACH
<br />$740.22 S
<br />8,142.42
<br />14
<br />S
<br />10,363.08
<br />21
<br />SEAL CATCH BASIN
<br />15
<br />EACH
<br />S155.15 $
<br />2,327.25
<br />16
<br />1 S
<br />2,482.40
<br />22
<br />4" CONCRETE WALK
<br />2,238
<br />SQ FT
<br />$6.37 $
<br />14,256.06
<br />3,195
<br />$
<br />20 352.15
<br />23
<br />6" CONCRETE WALK
<br />230
<br />SQ FT
<br />$7.44 S
<br />1,711.20
<br />756
<br />S
<br />5,624.64
<br />24
<br />CONCRETE CURB AND GUTTER DESIGN 8618
<br />3490
<br />LIN FT
<br />$12.79 $
<br />44 637.10
<br />3,609
<br />$
<br />46,159.11
<br />25
<br />7" CONCRETE DRIVEWAY PAVEMENT
<br />114
<br />SO YD
<br />S77.04 S
<br />8,782.56
<br />150
<br />S
<br />11,556.00
<br />26
<br />8" CONCRETE DRIVEWAY PAVEMENT
<br />40
<br />SO YD
<br />557.78 S
<br />2,311.20
<br />50.4
<br />S
<br />2,912.11
<br />27
<br />TRUNCATED DOMES
<br />56
<br />SO FT
<br />$48.15 S
<br />2,696.40
<br />34
<br />$
<br />1,637.10
<br />28
<br />TRAFFIC CONTROL
<br />0.17
<br />LUMP SUM
<br />579 859.18 S
<br />13 576.06
<br />0.17
<br />5
<br />13,576.06
<br />29
<br />INSTALL SIGN SUPPORT
<br />5
<br />EACH
<br />580.25 S
<br />401.25
<br />14
<br />S
<br />1,123.50
<br />30
<br />STORM DRAIN INLET PROTECTION
<br />17
<br />EACH
<br />$90.95 S
<br />1,546.15
<br />46
<br />S
<br />4,365.60
<br />31
<br />STABILIZED CONSTRUCTION ENTRANCE
<br />0.17
<br />LUMP SUM
<br />$5 .200.29 S
<br />884.05
<br />0.17
<br />S
<br />864.05
<br />32
<br />FERTILIZER TYPE 1
<br />72
<br />POUND
<br />$1.02 S
<br />73.44
<br />72
<br />S
<br />73.44
<br />33
<br />COMMON TOPSOIL BORROW LV
<br />130
<br />CU YD
<br />$34.25 $
<br />4,452.50
<br />163
<br />S
<br />5,582.75
<br />34
<br />SEEDING
<br />0.25
<br />ACRE
<br />$374.46 S
<br />93.62
<br />0.25
<br />$
<br />93.62
<br />35
<br />SEED MIXTURE 25-131
<br />40
<br />POUND
<br />$3.20 $
<br />128.00
<br />40
<br />$
<br />128.00
<br />36
<br />HYDRAULIC NATURAL TACKIFIER
<br />871
<br />SO YD
<br />50.75 S
<br />653.25
<br />871
<br />S
<br />653.25
<br />37
<br />EROSION CONTROL
<br />0.17
<br />LUMP SUM
<br />$3,210.00 $
<br />545.70
<br />0.17
<br />$
<br />545.70
<br />38
<br />PAVEMENT MESSAGE EPDXY
<br />192
<br />SO FT
<br />S5.73 S
<br />1.100.16
<br />192
<br />$
<br />1,100.16
<br />39
<br />4" SOLID LINE EPDXY
<br />5.912
<br />LIN FT
<br />S0.31 S
<br />1,832.72
<br />6,150
<br />S
<br />1,906.50
<br />40
<br />24" SOLID LINE EPDXY
<br />82
<br />LIN FT
<br />$6.88 $
<br />564.16
<br />76
<br />S
<br />522.68
<br />41
<br />4" BROKEN LINE EPDXY
<br />649
<br />LIN FT
<br />$0.31 $
<br />201.19
<br />560
<br />S
<br />173.60
<br />42
<br />4" DOUBLE SOLID LINE EPDXY
<br />3,170
<br />LIN FT
<br />$0.62 $
<br />1,965.40
<br />4,203
<br />$
<br />2,605.86
<br />43
<br />CROSSWALK EPDXY
<br />537
<br />SO FT
<br />I 53.67 S
<br />1,970.791
<br />612
<br />S
<br />2,246.04
<br />Total Bid Schedule "C" $ 581,585.06 $ 641,920.15
<br />S:\MunicipaMelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 3
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