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P'\02.621-10\Contract Admin\FINAUZATION DOCS\FINAL Schedule i.xIm
<br />04/14/2017 10:25 AM
<br />ITEM ITEM
<br />NO. DESCRIPTION
<br />SCHEDULE "I"
<br />03-07-17
<br />UNIT
<br />UNIT
<br />PRICE
<br />TOTAL
<br />PROJECT QUANTITY
<br />QUANTITY AMOUNT
<br />FINAL CONSTRUCTION COSTS
<br />CSAH 21 (CENTERVILLE ROAD) FROM CSAH 34 (BIRCH ST.) TO CSAH 14 (MAIN ST.)
<br />STATE AID STORM SEWER NON -PARTICIPATING
<br />PARTICIPATING COUNTY OF ANOKA-25.0% LOCAL
<br />COUNTY OF ANOKA SAP 002.621-010
<br />SAP 002.621.010 CENTERVILLE- 75.0% COUNTY OF ANOKA CITY OF CENTERVILLE
<br />(A) (B) (C) (D)
<br />QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT
<br />2582.503 CROSSWALK MARKING - WHITE PREFORMED THERMOPLASTIC
<br />SQ FT
<br />14.40
<br />270.00
<br />$3,888.00
<br />270.00
<br />$3,88800
<br />BACKSHEET 1 CONSTRUCTION SIGNS SPECIAL
<br />SQ. FT
<br />2500
<br />18
<br />$40000
<br />18
<br />$40000
<br />BACKSHEET 2 PORTABLE CHANGEABLE MESSAGE SIGN
<br />UNIT DAY
<br />22500
<br />21
<br />$4,725.00
<br />21
<br />$4,725.00
<br />BACKSHEET 3 (FIBER LOG TYPE WOOD FIBER 810ROLL)
<br />LIN FT
<br />3.00
<br />720
<br />$2,160.00
<br />720
<br />$2,16000
<br />BACKSHEET 4 (FIBER LOG TYPE WOOD FIBER BIOROLL)
<br />LIN FT
<br />300
<br />4420
<br />$12,080.00
<br />4,020
<br />$12,060.00
<br />BACKSHEET 5 STREET SWEEPER WITH PICKUP BROOM)
<br />HOUR
<br />55.00
<br />6
<br />$302.50
<br />6
<br />$302.50
<br />BACKSHEET B PORTABLE CHANGEABLE MESSAGE SIGN)
<br />UNIT DAY
<br />225.00
<br />14
<br />$3,15000
<br />14
<br />$3,150.00
<br />BACKSHEET 7(SIGNING)
<br />SQ FT
<br />1,278.90
<br />1
<br />$1,276.90
<br />1
<br />$1,27690
<br />BACKSHEET 8 (STREET SWEEPER WITH PICKUP BROOM)
<br />HOUR
<br />5500
<br />20
<br />$1,10000
<br />20
<br />$1,10000
<br />BACKSHEET 9 (STREET SWEEPER WITH PICKUP BROOM)
<br />HOUR
<br />55.00
<br />20
<br />$1,100.00
<br />20
<br />$1,10000
<br />BACKSHEET 10 FIBER LOG TYPE WOOD FIBER BIOROLL)
<br />LIN FT
<br />300
<br />270
<br />$810.00
<br />270
<br />$81000
<br />BACKSHEET 11 (STREET SWEEPER WITH PICKUP BROOM)
<br />HOUR
<br />55.00
<br />20
<br />$1,100.00
<br />20
<br />$1,10000
<br />BACKSHEET 12 (STREET SWEEPER WITH PICKUP BROOM)
<br />HOUR
<br />55.00
<br />14
<br />$74250
<br />14
<br />$742.50
<br />BACKSHEET 13 BIT DENSITY INCENTIVE/DISINCENTIVE)
<br />LUMP SUM
<br />17,04796
<br />1
<br />$17,047.96
<br />1
<br />$17,04796
<br />BACKSHEET 14 (FUEL ESCALATION CLAUSE)
<br />LUMP SUM
<br />22,880.70)
<br />1
<br />-$22,880.70
<br />1
<br />$22,98070
<br />CHANGE ORDER AGGREGATE BASE C CLASS 5)
<br />CU YD
<br />21.00
<br />685
<br />$14,393.19
<br />685
<br />$14,393.19
<br />SA 1 REPLACE INTERSECTIONS (MOBILIZATION)
<br />LUMP SUM
<br />9,53000
<br />1
<br />$9,53000
<br />1
<br />1 000
<br />$9,530.00
<br />REMOVE CONCRETE PAVEMENT
<br />SO YDS
<br />9.00
<br />1,534
<br />$13,809 98
<br />1,534440
<br />$13.8W.96
<br />SUBGRADE PREPERATION
<br />SO YDS
<br />264
<br />1,534
<br />$4,050.92
<br />1 1,534440
<br />$4,05092
<br />AGGREGATE BASE CLASS 5
<br />TONS
<br />11.36
<br />171
<br />$1,94597
<br />171.300
<br />$1,94597
<br />MILL BITUMINOUS SURFACE
<br />SQ YD
<br />3.60
<br />309
<br />$1,112.78
<br />309100
<br />$1,112
<br />BITUMINOUS MATERIAL FOR TACK COAT
<br />GALLONS
<br />095
<br />80
<br />$79600
<br />80.000
<br />$79600
<br />TYPE SP 12.5 WEARING COARSE MIXTURE (3F)
<br />TON
<br />101.95
<br />186
<br />$18,972.90
<br />186.100
<br />$18,97290
<br />TYPE SP 12 5 NON WEAR COURSE MIX (3,B)
<br />TON
<br />10294
<br />372
<br />$38,32044
<br />1
<br />372 260
<br />$38,320.44
<br />TRAFFIC CONTROL
<br />LUMP SUM
<br />7,740.00
<br />1
<br />$7,740.00
<br />1000
<br />$7,740.
<br />24" SOLID LINE WHITE - PREFORMED THERMOPLASTIC
<br />LIN FT
<br />21.50
<br />214
<br />$4,59670
<br />213 800
<br />$4,59870
<br />CROSSWALK MARKING - WHITE PREFORMED THERMOPLASTIC
<br />SQ FT
<br />14.40
<br />1,080
<br />$15,552.00
<br />1,080.000 1
<br />$15,552.00
<br />W.O # 1 (TOPSOIL BORROW) (Ly)
<br />CU YD
<br />720
<br />477
<br />$3,434.40
<br />477.000
<br />$3,434.4
<br />W.0 # 2 COMMON CHANNEL EXCAVATION)
<br />LUMP SUM
<br />8.16000
<br />1
<br />$8,160.00
<br />1 000
<br />$8,160.00
<br />W.O # 3 (35' SPAN PIPE -ARCH APRON)
<br />EACH
<br />2,285 013
<br />2
<br />$4,570.00
<br />20W
<br />$4,570
<br />W.0 # 3 (38' SPAN RC PIPE -ARCH SEWER CL IIA)
<br />L.F.
<br />409.45
<br />60
<br />$24,567.00
<br />80.000
<br />$24,587
<br />W.0 # 4 57" SPAN CS PIPE -ARCH SEWER
<br />L.F
<br />27,903.00
<br />1
<br />$27,903.00
<br />1.000
<br />$27,903.
<br />W.0 # 5 (SANITARY SEWER SERVICE)
<br />L F.
<br />1,459.68
<br />1
<br />$1,459.68
<br />1 000
<br />$1,459.68
<br />W.0 # 8 RECONECTION OF HOUSE SERVICE)
<br />L F.
<br />1,841.42
<br />1
<br />$1,84142
<br />1 000
<br />$1,841.42
<br />W.0 # 7 (INSTALL WATERMAIN)
<br />LF
<br />21,116 00
<br />1
<br />$21,116.00
<br />1.000
<br />$21,118.
<br />W.0 # 8 RELOCATE SANITARY SEWER SERVICE)
<br />L.F
<br />5,34105
<br />1
<br />$5,341.05
<br />1.000 1
<br />$5,341.05
<br />W.0 # 9 4" HDPE PIPR SEWER DIRECTIONALY DRILLED)
<br />LF
<br />9,188.21
<br />1
<br />$9.18821
<br />1.000 1
<br />$9.18821
<br />W.0 # 10 RECONSTRUCT DRAINAGE STRUCTURE
<br />L F.
<br />5,99092
<br />1
<br />$5,990.92
<br />1 000
<br />$5,990.92
<br />WO # 11 (RECONSTRUCT MANHOLES)
<br />EACH
<br />2,008.64
<br />1
<br />$2,908.84
<br />1
<br />$2,908 64
<br />W.0 # 12(4' PVC WATERMAIN)
<br />L.F.
<br />1,34409
<br />1
<br />$1,344.09
<br />1
<br />$1,34409
<br />W 0 # 13 ADDITIONAL EXCAVATION $ STORM MODIFICATIONS
<br />PRIME CONTRACTORS ALLOWANCE
<br />LUMP SUM
<br />1,64080
<br />1
<br />$1,640.80
<br />1.000
<br />$1,840.80
<br />CLEARING
<br />TREE
<br />8,40000
<br />1
<br />$8,400.00
<br />1.000
<br />$8,400.00
<br />COMMON CHANNEL EXCAVATION
<br />LUMP SUM
<br />17,79000
<br />1
<br />$17,79000
<br />1
<br />1000
<br />$17,79000
<br />42" RC PIPE SEWER DESIGN 3006 CL III
<br />L F.
<br />330.75
<br />1
<br />$33075
<br />1 000
<br />$33076
<br />48" RC PIPE SEWER DESIGN 3006 CL 111
<br />L F.
<br />4,11350
<br />1
<br />$4,11350
<br />1.000 1
<br />$4,11350
<br />54" RC PIPE SWEWER DESIGN 3006 CL V
<br />LF
<br />273 W
<br />1
<br />$27300
<br />1.000$27300
<br />CONST DRAINAGE STRUCTURE DES 664020
<br />L.F.
<br />9,39868
<br />1
<br />$9,398.68
<br />1.000
<br />$9,39866
<br />4' PVC SANITARY SERVICE PIPE
<br />LF
<br />4.54940
<br />2
<br />$7,890.57
<br />1.734
<br />j7,890 57
<br />SUBTOTAL
<br />$4,394,197.05
<br />1
<br />1 $3,390,54001
<br />$506,03009
<br />1_ $3.189 20-A
<br />$494,43775
<br />N
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