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PAY ESTIMATE #2
<br />CITY OF ELK RIVER
<br />2017 Street Improvements
<br />BID SCHEDULE "A" - SA.P. 204-1114116 -ORONO PARKWAY
<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 />LUMPSUM
<br />580.250.77 S
<br />10,432.60
<br />0.13
<br />S 10,432.60
<br />2
<br />CLEARING
<br />1
<br />TREE
<br />51564]2 S
<br />1.56472
<br />1
<br />S 1564.72
<br />3
<br />GRUBBING
<br />1
<br />TREE
<br />$586.76 $
<br />588.78
<br />1
<br />S 586.78
<br />4
<br />REMOVE CURB AND GUTTER
<br />4,730
<br />UNFT
<br />53.23 5
<br />15,277.90
<br />4,818
<br />$ 15,562.14
<br />5
<br />REMOVE CONCRETE PAVEMENT
<br />990
<br />50 FT
<br />52.61 S
<br />258390
<br />600
<br />S 1,568.00
<br />6
<br />REMOVE CONCRETE WALK
<br />750
<br />SO FT
<br />S2.09 S
<br />1,567.50
<br />300
<br />$ 627.00
<br />T
<br />ISAVANG CONCRETE PAVEMENT FULL DEPTH
<br />90 1
<br />LIN FT
<br />S3.161 S
<br />254.40
<br />S
<br />8
<br />SAWING BITUMINOUS PAVEMENT FULL DEPTH
<br />103
<br />LIN FT
<br />S1,96 $
<br />203.94
<br />$
<br />9
<br />SALVAGE CHAIN LINK FENCE
<br />50
<br />LIN FT
<br />51605 5
<br />602.50
<br />50
<br />S 802.50
<br />10
<br />SALVAGE SIGN SUPPORT
<br />3
<br />EACH
<br />S26.75 $
<br />80.25
<br />S
<br />11
<br />SALVAGECASTING
<br />13
<br />EACH
<br />$110A8 $
<br />1,436.24
<br />13
<br />S 1,436.24
<br />12
<br />SUBGRADE EXCAVATION EV
<br />160
<br />CUYD
<br />511.73 S
<br />1876.80
<br />211
<br />S 2475.03
<br />13
<br />WATER
<br />100
<br />MGAL
<br />$27.82 S
<br />2702.W
<br />S
<br />14
<br />FULL DEPTH RECLAMATION
<br />17.388
<br />SO YD
<br />$1.35 S
<br />23,473,80
<br />17,388
<br />S 23473.80
<br />15
<br />HAUL FULL DEPTH RECLAMATION LV
<br />2,801
<br />CUYD
<br />57.14 S
<br />19,999.14
<br />1,700
<br />S 12,138.00
<br />46
<br />HAUL FULL DEPTH RECLAMATION LV
<br />416
<br />CU YD
<br />$7.14 S
<br />297024
<br />344
<br />$ 2,456.16
<br />17
<br />MILL BITUMINOUS SURFACE 2"
<br />19
<br />SQ YO
<br />$26.75 S
<br />508.25
<br />S
<br />18
<br />BITUMINOUS MATERIAL FOR TACKCOAT
<br />807
<br />GALLON
<br />$2.51 S
<br />2.025.57
<br />$
<br />19
<br />TYPE SP 9.5 WEARING COURSE MIXTURE 2,0
<br />513
<br />TON
<br />550.06 S
<br />25680.78
<br />468
<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 />82,587.12
<br />S
<br />21
<br />TYPE SP 12.5 NON WEARING COURSE MIXTURE 3.8
<br />2,194
<br />TON
<br />641.31 S
<br />90.634.14
<br />1,020.11
<br />S 42140.74
<br />22
<br />15" RC PIPE SEWER DESIGN 3008 CLASS V
<br />103
<br />UN FT
<br />$5303 $
<br />5.462.09
<br />94
<br />S 4,984.82
<br />23
<br />CONNECT TO EXISTING STORM SEWER
<br />8
<br />EACH
<br />51.968.64 S
<br />15.909.12
<br />8
<br />S 15.909.12
<br />24
<br />ADJUST VALVE BOX
<br />5
<br />EACH
<br />$303.821$
<br />1519.10
<br />5
<br />25
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL
<br />6
<br />LIN FT
<br />5441.92 S
<br />2,651.52
<br />9
<br />S 3.977.28
<br />26
<br />CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020
<br />38
<br />LIN FT
<br />5419.82 S
<br />15.911.18
<br />44
<br />S 18,472,08
<br />27
<br />CASTINGASSEMBLY
<br />10
<br />EACH
<br />5524,78 S
<br />5,247.80
<br />11
<br />S 5772.58
<br />2B
<br />ADJUST FRAME AND RING CASTING
<br />17
<br />EACH
<br />5740.22 S
<br />12,58374
<br />S
<br />29
<br />SEAL CATCH BASIN
<br />13
<br />EACH
<br />$155.15 S
<br />2.016.95
<br />24
<br />S 3,723.60
<br />M
<br />4" CONCRETE WALK
<br />380
<br />SCI FT
<br />56.37 5
<br />2.420 60
<br />S
<br />31
<br />W CONCRETE WALK
<br />7M
<br />SO FT
<br />$7.44 S
<br />5,245.20
<br />S
<br />32
<br />CONCRETE CURB AND GUTTER DESIGN 8618
<br />4,730
<br />UN FT
<br />$12.79 $
<br />60.49670
<br />4,816
<br />S 61.622.22
<br />33
<br />8" CONCRETE DRIVEWAY PAVEMENT
<br />177
<br />BOYO
<br />55778 S
<br />10,227.08
<br />189.5
<br />S 10949.31
<br />34
<br />TRUNCATED DOMES
<br />100
<br />SOFT
<br />548.15 $
<br />4,815.00
<br />4
<br />35
<br />INSTALL SALVAGED FENCE
<br />50
<br />LIN FT
<br />$2635 5
<br />1337.50
<br />S
<br />36
<br />TRAFFIC CONTROL
<br />0.13
<br />LUMP SUM
<br />479859.23 $
<br />10,381.70
<br />0.1
<br />5 7.985.92
<br />37
<br />INSTALL SIGN SUPPORT
<br />3
<br />EACH
<br />$80.25 S
<br />240.75
<br />6
<br />38
<br />STABILIZED CONSTRUCTION EXIT
<br />0.13
<br />LUMP SUM
<br />$5.200.23 S
<br />67603
<br />$
<br />39
<br />FERTILIZER TYPE 1
<br />22B
<br />POUND
<br />$1.02 S
<br />232.56
<br />114
<br />4 116.28
<br />40
<br />ICOMMON TOPSOIL BORROW LV
<br />270
<br />CUYD
<br />$32.12 S
<br />8,672.40
<br />165 1
<br />$ 5,299.60
<br />41
<br />SEEDING
<br />125
<br />ACRE
<br />$374N S
<br />466.13
<br />0.65
<br />S 243.43
<br />42
<br />SEED MIXTURE 25-131
<br />126
<br />POUND
<br />$3.20 S
<br />403.20
<br />63
<br />$ 201.60
<br />43
<br />HYDRAULIC NATURAL TACKIFIER
<br />2,760
<br />SOYD
<br />50.75 $
<br />2.070.00
<br />1,380
<br />S 1035.00
<br />44
<br />EROSION CONTROL
<br />0.13
<br />LUMPSUM
<br />53,21000 S
<br />417.30
<br />0.07
<br />S 224.70
<br />45
<br />PAVEMENT MESSAGE EPDXY
<br />30
<br />SOFT
<br />$573 S
<br />171.90
<br />S
<br />46
<br />4" SOLID UNE EPDXY
<br />5,535
<br />LIN FT
<br />50.31 S
<br />1.71585
<br />S
<br />47
<br />24" SOLID LINE EPDXY
<br />42
<br />LIN FT
<br />46.66 S
<br />288.96
<br />S
<br />48
<br />4" DOUBLE SOLID LINE EPDXY
<br />345
<br />LIN FT
<br />40.62 S
<br />213.90
<br />S
<br />49
<br />CROSS WALK EPDXY
<br />432
<br />SOFT I
<br />S387 $
<br />1,58544
<br />5
<br />Tobi Bid Schedule "A" S 460,720.25 S 279,207.53
<br />SAMumpeMelm AER3031PAY ESTIMATES1ER303 PE PE -1
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