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PAY ESTIMATE #2
<br />CITY OF ELK RIVER
<br />2017 Street Improvements
<br />BID SCHEDULE 'C'. S.A.P. 2041314103 -BUSINESS CENTER DRIVE
<br />ITEM
<br />NO.
<br />ITEM DESCRIPTION
<br />ESTIMATED
<br />DUANTTTY
<br />UNIT
<br />CONTRACT
<br />UNIT PRICE CONTRACT AMOUNT
<br />USED TO
<br />DATE
<br />EXTENSION
<br />I
<br />MOBILIZATION
<br />0.17
<br />LUMP SUM
<br />580,250.82 S
<br />13.642.64
<br />0.17
<br />S 13.642.64
<br />2
<br />REMOVE CURB AND GUTTER
<br />3490
<br />LIN FT
<br />53.23 S
<br />11,272.70
<br />3.167
<br />S 10,229.41
<br />3
<br />REMOVE CONCRETE PAVEMENT
<br />1.016
<br />SOFT
<br />S2.61 S
<br />2,651.76
<br />1,273
<br />S 3322.53
<br />4
<br />REMOVE CONCRETE WALK
<br />2.468
<br />SO FT
<br />S2.09 S
<br />5.158.12
<br />1.200
<br />$ 2,508,00
<br />5
<br />SAWING CONCRETE PAVEMENT FULL DEPTH
<br />84
<br />LIN FT
<br />53.16 S
<br />265.44
<br />S
<br />6
<br />SAWING BITUMINOUS PAVEMENT FULL DEPTH
<br />125
<br />LIN FT
<br />$1.98 S
<br />247.50
<br />$ -
<br />7
<br />SALVAGE SIGN SUPPORT
<br />5
<br />EACH
<br />$37,45 S
<br />187,251S
<br />-
<br />8
<br />SALVAGE CASTING
<br />15
<br />EACH
<br />$107.00 S
<br />1,60E00
<br />16
<br />$ 1712.00
<br />9
<br />SUBGRADE EXCAVATION E
<br />2.167
<br />CUYD
<br />518.54 S
<br />40.176.18
<br />1,900
<br />S 35,228.00
<br />10
<br />WATER
<br />150
<br />MGAL
<br />527.82 S
<br />4173.00
<br />S -
<br />II
<br />FULL DEPTH RECLAMATION
<br />21.725
<br />SOYD
<br />51,21 S
<br />26,287.25
<br />18,000
<br />S 21.7W.00
<br />12
<br />HAUL FULL DEPTH RECLAMATION LV
<br />7,409
<br />CUYO
<br />56.26 S
<br />46,380.34
<br />6,500
<br />S 40,690.00
<br />13
<br />HAUL FULL DEPTH RECLAMATION LV
<br />7024
<br />CUYD
<br />56.25 $
<br />43900.00
<br />6.000
<br />S 37,50000
<br />14
<br />MILL BITUMINOUS SURFACE 2"
<br />44
<br />SO YO
<br />59.63 S
<br />423.72
<br />S -
<br />15
<br />IBITUMINOUS MATERIAL FOR TACKCOAT
<br />1.280
<br />GALLON
<br />S2.51 S
<br />3,01260
<br />S
<br />16
<br />TYPE SP 12.5 WEARING COURSE MIXTURE 3,C
<br />2,613
<br />TON
<br />545.99 S
<br />1M.171,87
<br />S -
<br />17
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)
<br />3.264
<br />TON
<br />541.245
<br />134,607.36
<br />1,350
<br />S 56676.00
<br />18
<br />ADJUST VALVE BOX
<br />15
<br />EACH
<br />S513.54 S
<br />7,703.10
<br />S
<br />19
<br />INSTALL CASTING
<br />15
<br />EACH
<br />532448 $
<br />4.867.20
<br />28
<br />S 9,085.44
<br />20
<br />ADJUST FRAME AND RING CASTING
<br />11
<br />EACH
<br />$740.22 S
<br />8.142.42
<br />5
<br />21
<br />SEAL CATCH BASIN
<br />15
<br />EACH
<br />$155.15 S
<br />2.327.25
<br />16
<br />$ 2,482.40
<br />22
<br />4" CONCRETE WALK
<br />2,238
<br />SOFT
<br />$6.37 $
<br />14256.06
<br />240
<br />S 1,528.80
<br />23
<br />16" CONCRETE WALK
<br />230
<br />SOFT
<br />$7.44 $
<br />1711.20
<br />450
<br />S 3,348.00
<br />24
<br />CONCRETE CURB AND GUTTER DESIGN 8618
<br />3490
<br />LIN FT
<br />SIZ79 S
<br />44.637.10
<br />3,167
<br />S 40,505.93
<br />25
<br />T CONCRETE DRIVEWAY PAVEMENT
<br />114
<br />SO YO
<br />S77,04 S
<br />8,782.56
<br />76
<br />S 5,855.04
<br />26
<br />8'CONCRETE DRIVEWAY PAVEMENT
<br />40
<br />SO YO
<br />$57.78 S
<br />2,311.20
<br />74
<br />S 4,275.72
<br />27
<br />TRUNCATED DOMES
<br />56
<br />SOFT
<br />548.15 5
<br />2.696.40
<br />24
<br />S 1.155.60
<br />28
<br />TRAFFIC CONTROL
<br />0.17
<br />LUMP SUM
<br />579.859.18 S
<br />13,576.6
<br />0.13
<br />S 10,381.69
<br />29
<br />INSTALL SIGN SUPPORT
<br />5
<br />EACH
<br />580.25 S
<br />401.25
<br />$ -
<br />SO
<br />STORM DRAIN INLET PROTECTION
<br />17
<br />590.95 S
<br />1.546.15
<br />26
<br />S 3.274.20
<br />31
<br />STABILIZED CONSTRUCTION ENTRANCE
<br />0.17
<br />55.200.29 S
<br />884.05
<br />0.08
<br />S 416.02
<br />32
<br />FERTILIZER TYPE
<br />72
<br />S1.02 S
<br />73.44
<br />36
<br />S 36.72
<br />33
<br />COMMON TOPSOIL BORROW LV
<br />130
<br />534.2 S
<br />4,452.50
<br />60
<br />S 2.055.00
<br />34
<br />SEEDING
<br />0.25
<br />MACRE
<br />5374.48 S
<br />9362
<br />0.25
<br />$ 93.82
<br />35
<br />SEED MIXTURE 25-131
<br />40
<br />53.20 S
<br />128.00
<br />20
<br />$ 64.00
<br />36
<br />HYDRAULIC NATURAL TACKIFIER
<br />871
<br />$0.75 5
<br />653,25
<br />435
<br />S 326.25
<br />37
<br />EROSION CONTROL
<br />0.17
<br />S3,210.00 S
<br />545.70
<br />0.08
<br />S 256.80
<br />38
<br />PAVEMENT MESSAGE EPDXY
<br />192
<br />SD FT
<br />$5.73 5
<br />1,100.16
<br />S -
<br />39
<br />4" SOLID LINE EPDXY
<br />5,912
<br />LIN FT
<br />50.31 S
<br />1,832.72
<br />5 -
<br />40
<br />24' SOLID UNE EPDXY
<br />82
<br />LIN FT
<br />SB.Be S
<br />564.18
<br />5 -
<br />41
<br />4" BROKEN LINE EPDXY
<br />649
<br />LIN FT
<br />$0.31 $
<br />201.19
<br />S
<br />42
<br />4" DOUBLE SOLID UNE EPDXY
<br />3.170
<br />LIN FT
<br />$0.62 S
<br />1,965.40
<br />1
<br />$ -
<br />43
<br />CROSSWALK EPDXY
<br />537
<br />SOFT
<br />$3.67 $
<br />1970.79
<br />1 S
<br />ToM1 Bid Schedule"C' $ 581,585.06 $ 307,425.81
<br />S'\MunidpaOAelknvei\ER3D3\PAY ESTIMATES\ER303 PE PE -3
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