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PAY ESTIMATE #8
<br />CITY OF ELK RIVER
<br />2017 Street Improvements
<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 />1
<br />LUMP SUM
<br />S2,396.86
<br />S 2,396.86
<br />1
<br />$ 2.396.86
<br />2
<br />REMOVE CONCRETE CURB AND GUTTER
<br />70
<br />LIN FT
<br />$17.83
<br />S 1,248.10
<br />173
<br />S 3,084.59
<br />3
<br />MILL BITUMINOUS SURFACE
<br />7800
<br />SQ YD
<br />$1.98
<br />$ 15,444.00
<br />7,803
<br />S 15449.94
<br />4
<br />TYPE SP 9.5 WEARING COURSE MIXTURE (2,C)
<br />1320
<br />TON
<br />$52.38
<br />S 69 141.60
<br />1,227.22
<br />S 64 261.78
<br />5
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />750
<br />GAL
<br />$3.07
<br />$ 2,302.50
<br />630
<br />S 1 934.10
<br />6
<br />ADJUST VALVE BOX
<br />12
<br />EACH
<br />576.46
<br />S 917.52
<br />8
<br />$ 611.66
<br />7
<br />ADJUST MANHOLE
<br />6
<br />EACH
<br />5195.49
<br />$ 1,172.94
<br />14
<br />$ 2.736.86
<br />8
<br />CONCRETE CURB AND GUTTER
<br />70
<br />LIN FT
<br />$31.28
<br />S 2,189.60
<br />173
<br />5 5411.44
<br />9
<br />STORM DRAIN INLET PROTECTION
<br />20
<br />EACH
<br />5740.23
<br />S 2,804.60
<br />19
<br />5 2,664.37
<br />10
<br />TRAFFIC CONTROL
<br />1
<br />LUMP SUM
<br />$1,348.36
<br />S 1,348.36
<br />1
<br />5 1,348.36
<br />11
<br />COMMON TOPSOIL BORROW LV
<br />30
<br />CU YD
<br />S52.32
<br />S 1,569.60
<br />20.5
<br />S 1,072.56
<br />12
<br />TURF ESTABLISHMENT
<br />1
<br />LUMP SUM
<br />$1,186.56
<br />5 1 186.56
<br />1
<br />$ 1,186.56
<br />S 102,179.10
<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 />1.5" MILL FULL WIDTH
<br />13 156.00
<br />SO YD
<br />$1.12
<br />$ 14 734.72
<br />13,156
<br />S 14.734.72
<br />2
<br />1.5" 12.5 WEAR 2408
<br />1140
<br />TON
<br />$51.30
<br />S 58,482.00
<br />1,178
<br />$ 60,431A0
<br />3
<br />TACK COAT
<br />1105
<br />GAL
<br />53.08
<br />S 3.403.40
<br />620
<br />5 1,909.60
<br />4
<br />4" DOUBLE SOLID LINE YELLOW EPDXY
<br />3448
<br />LIN FT
<br />50.85
<br />S 2,930.60
<br />3.798.00
<br />S 3,226.30
<br />5
<br />4" SOLID LINE WHITE EPDXY
<br />530
<br />LIN FT
<br />50.43
<br />227.90
<br />455
<br />S 195.65
<br />6
<br />STOP BARS
<br />78
<br />LIN FT
<br />511.30
<br />881.40
<br />FS
<br />947
<br />CROSSWALK BLOCKS EPDXY
<br />288
<br />SQ FT
<br />$6.03
<br />1 736.64
<br />504
<br />S 3 039.12
<br />8
<br />TRAFFIC CONTROL
<br />1
<br />LUMP SUM
<br />$810.12
<br />810.12
<br />1
<br />S 610.12
<br />SUMMARY OF WORK COMPLETED TO DATE
<br />Bid Schedule "A"
<br />Bid Schedule "B"
<br />Bid Schedule "C"
<br />Bid Schedule "D"
<br />Bid Schedule "E"
<br />Bid Schedule "F"
<br />Schedule "G"
<br />Schedule "H"
<br />Schedule "I"
<br />TOTAL WORK COMPLETED TO DATE
<br />S:\Municipal\Aelkriver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 8
<br />$ 85,411.11
<br />$
<br />460,720.25
<br />$
<br />476,450.83
<br />$
<br />500,287.45
<br />$
<br />560,800.83
<br />$
<br />581,585.06
<br />$
<br />641,920.15
<br />$
<br />199,447.07
<br />$
<br />203,942.55
<br />$
<br />210,633.96
<br />$
<br />247,107.66
<br />$
<br />1,824,961.43
<br />$
<br />1,958,368.30
<br />$
<br />74,490.28
<br />$
<br />102,179.10
<br />$
<br />85,411.11
<br />$
<br />4,350,670.81
<br />
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