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PAY ESTIMATE #8
<br />CITY OF ELK RIVER
<br />2017 Street Improvements
<br />RID SCHFIV II F "F" . I OCAI FI INDING - CDNTINI IFD
<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 />61
<br />CONCRETE CURB AND GUTTER DESIGN 8618
<br />2559
<br />LIN FT
<br />$12.79 S
<br />32,729,61
<br />2.401
<br />S 30,708.79
<br />62
<br />6" CONCRETE DRIVEWAY PAVEMENT
<br />1 397
<br />SO YD
<br />S52.97 S
<br />73,999.09
<br />1,802.6
<br />S 95,483.72
<br />63
<br />7" CONCRETE DRIVEWAY PAVEMENT
<br />106
<br />SO YD
<br />$77.04 S
<br />8,166.24
<br />94
<br />$ 7,241.76
<br />64
<br />8" CONCRETE DRIVEWAY PAVEMENT
<br />73
<br />SQ YD
<br />$57.78 S
<br />4,217.94
<br />0
<br />$
<br />65
<br />CONCRETE DRAINAGE FLUME
<br />61
<br />SO YD
<br />$115.56 S
<br />7,049.16
<br />50
<br />$ 5778.00
<br />66
<br />TRUNCATED DOMES
<br />170
<br />SO FT
<br />$48.15 S
<br />8,185.50
<br />88
<br />S 4,237.20
<br />67
<br />BITUMINOUS CURB
<br />1,710
<br />LIN FT
<br />S2.14 S
<br />3,659.40
<br />2,461
<br />$ 5,266.54
<br />66
<br />MAILBOX SUPPORT
<br />15
<br />EACH
<br />$101.65 S
<br />1,524.75
<br />10
<br />S 1,016.50
<br />69
<br />INSTALL MAILBOX SUPPORT
<br />104
<br />EACH
<br />S42.80 S
<br />4,451.20
<br />114
<br />$ 4,879.20
<br />70
<br />TRAFFIC CONTROL
<br />0.44
<br />LUMP SUM
<br />$79,859A8 S
<br />35,138.04
<br />0.44
<br />S 35,138.04
<br />71
<br />INSTALL SIGN SUPPORT
<br />17
<br />EACH
<br />$80.25 S
<br />1,364.25
<br />12
<br />$ 963.00
<br />72
<br />ADJUST HANDHOLE
<br />2
<br />EACH
<br />$428.00 $
<br />856.00
<br />0
<br />$
<br />73
<br />RIGID PVC LOOP DETECTOR 6'x6'
<br />4
<br />EACH
<br />$909.51 S
<br />3,638.04
<br />0
<br />$
<br />74
<br />SILT FENCE, TYPE MS
<br />2,260
<br />LIN FT
<br />S1.87 S
<br />4,263.60
<br />477
<br />S 891.99
<br />75
<br />STORM DRAIN INLET PROTECTION
<br />44
<br />EACH
<br />$90.95 $
<br />4,001.80
<br />51
<br />$ 4,638.45
<br />76
<br />SEDIMENT CONTROL LOG TYPE COMPOST
<br />3450
<br />LIN FT
<br />S1.07 S
<br />6,451.50
<br />2,606
<br />$ 4,873.22
<br />77
<br />STABILIZED CONSTRUCTION EXIT
<br />0.44
<br />LUMP SUM
<br />S5,200,25 S
<br />2,288.11
<br />0.44
<br />S 2,288.11
<br />78
<br />CULVERT END CONTROLS
<br />2
<br />EACH
<br />$240.76 $
<br />481.52
<br />2
<br />S 481.52
<br />79
<br />IFERTILIZER TYPE 1
<br />2,173
<br />POUND
<br />51.02 S
<br />2216.46
<br />1,436
<br />$ 1,464.72
<br />80
<br />COMMON TOPSOIL BORROW LV
<br />1,092
<br />CU YD
<br />$35.85 S
<br />39 148.20
<br />1,807
<br />$ 64 700.95
<br />81
<br />SEEDING
<br />7
<br />ACRE
<br />5374.50 $
<br />2.640.23
<br />7.05
<br />S 2,640.23
<br />82
<br />SEED MIXTURE 25-131
<br />1,549
<br />POUND
<br />$3.20 S
<br />4,956.80
<br />1 549
<br />$ 4,956.80
<br />83
<br />EROSION CONTROL BLANKETS CATEGORY 3
<br />3,125
<br />SO YD
<br />S1.55 S
<br />4,843.75
<br />604
<br />S 936.20
<br />84
<br />HYDRAULIC NATURAL TACKIFIER
<br />30,922
<br />SO YD
<br />$0.75 S
<br />23,191.50
<br />30,922
<br />$ 23,191.50
<br />85
<br />EROSION CONTROL
<br />0.44
<br />LUMP SUM
<br />$3,210.02 S
<br />1,412.41
<br />0.44
<br />$ 1,412.41
<br />86
<br />PAVEMENT MESSAGE EPDXY
<br />45
<br />SO FT
<br />S5.73 S
<br />257.85
<br />45
<br />$ 257.85
<br />87
<br />4" SOLID LINE EPDXY
<br />2959
<br />LIN FT
<br />50.31 $
<br />917.29
<br />5,018
<br />$ 1,555.58
<br />80
<br />24" SOLID LINE EPDXY
<br />43
<br />LIN FT
<br />$6.88 $
<br />295.84
<br />44
<br />$ 302.72
<br />89
<br />4" BROKEN LINE EPDXY
<br />622
<br />LIN FT
<br />50.31 S
<br />192.82
<br />600
<br />$ 186.00
<br />90
<br />4" DOUBLE SOLID LINE EPDXY
<br />1,180
<br />LIN FT
<br />$0,62 S
<br />731.60
<br />0
<br />$
<br />91
<br />CROSSWALK EPDXY
<br />270
<br />SO FT
<br />$3.67 S
<br />990,90
<br />0
<br />S
<br />Total Bid Schedule "F" $ 1,824,961.43 $ 1,958,368.30
<br />SCHEDULE G - LOCAL FUNDING FIELD CHANGE DIRECTIVE
<br />ITEM
<br />NO.
<br />ITEM DESCRIPTION
<br />ESTIMATED
<br />QUANTITY UNIT
<br />CONTRACT
<br />UNIT PRICE CONTRACT AMOUNT
<br />USED TO
<br />DATE
<br />EXTENSION
<br />1
<br />COMMON EXCAVATION
<br />CU YD
<br />527.35
<br />623
<br />S 17,039.05
<br />2
<br />STABILIZING AGGREGATE 1.5" CLEAR ROCK
<br />TON
<br />$36.52
<br />327.78
<br />S 11 970.53
<br />3
<br />4" DRAIN TILE
<br />LIN FT
<br />513.13
<br />513
<br />$ 6,735.69
<br />4
<br />GEOTEXTILE FABRIC
<br />SO YD
<br />$2.74
<br />5,244
<br />$ 14,366.56
<br />5
<br />GRANULAR BORROW
<br />CU YD
<br />$17.70
<br />994
<br />5
<br />RECYCLE CLASS 5
<br />TON
<br />$18.31
<br />202.22
<br />�1736
<br />5
<br />7
<br />ADDITIONAL TREE CLEARING NORFOLK STREET
<br />LS
<br />S3080.00
<br />1.00
<br />$
<br />$ 74,490.28
<br />SAMunicipaN+elknver\ER303\PAY ESTIMATES\ER303 PE.xlsx PE - 7
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