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P:\02-621.10\Contract Admin\FINALIZATION DOCS\FINAL Schedule I.xlsx
<br />04/14/2017 10:25 AM
<br />ITEM ITEM
<br />NO. DESCRIPTION
<br />SCHEDULE
<br />03-07-17
<br />UNIT
<br />"1"
<br />UNIT
<br />PRICE
<br />t
<br />TOTAL
<br />PROJECT QUANTITY
<br />QUANTITY AMOUNT
<br />FINAL CONSTRUCTION COSTS
<br />CSAN 21 (CENTERVILLE ROAD) FROM CSAR 34 (BIRCH ST.) TO CSAR 14 (MAIN ST.)
<br />STATE AID STORM SEWER NON -PARTICIPATING
<br />PARTICIPATING
<br />COUNTY OF ANOKA-25.0% LOCAL
<br />COUNTY OF ANOKA SAP 002421-010
<br />SAP 002"821-010 CENTERVILLE- 75.0% COUNTY OF ANOKA CITY OF CENTERVILLE
<br />(A) IBI (C) (D)
<br />QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT
<br />.'�e.
<br />-
<br />-
<br />4'
<br />• ,;t
<br />4
<br />r,
<br />,081' .1.
<br />2041.810 TRAINEES
<br />HOUR
<br />$5.00
<br />2101.501 CLEARING
<br />ACRE
<br />83,00000
<br />0.85
<br />$1,950.00
<br />085
<br />$1,95000
<br />2101.801 NO
<br />TREE
<br />82 0"DO
<br />421.01)
<br />- 440:-00
<br />318.00
<br />888.780.00
<br />103.000 821,830.00
<br />2101.508 GRUBBING
<br />ACRE
<br />83,000.00
<br />0.85
<br />81,95000
<br />0.65
<br />81,950.00
<br />2107.887 faRU W
<br />i .00
<br />90
<br />178.00
<br />838.980.00
<br />103.000 821,830.00
<br />2104 501 REMOVE PIPE CULVERTS
<br />LIN FT
<br />510 01)
<br />142900
<br />$14,29000
<br />1429.01)
<br />814,290.00
<br />2104.501 1 REMOVE PIPE SEWERS(SANITARY)
<br />LIN FT
<br />818.00
<br />2104.501 REMOVE SEWER PIPE
<br />LIN FT
<br />810.00
<br />818.00
<br />88,160.00
<br />818.00
<br />88,180.00
<br />2104.501 REMOVE CURB AND GUTTER
<br />LIN FT
<br />$200
<br />924.60
<br />81,849.20
<br />924.80
<br />81,849.20
<br />2104.501 REMOVE BITUMINOUS CURB
<br />LIN FT
<br />82.00
<br />118.00
<br />8238.00
<br />118.00
<br />$236.00
<br />2104.501 REMOVE FENCE
<br />LIN FT
<br />84.50
<br />60.00
<br />8270.00
<br />6000
<br />8270 00
<br />2104.503 REMOVE BITUMINOUS WALK
<br />SO FT
<br />81.00
<br />95000
<br />8950.00
<br />950.00
<br />895000
<br />2104.503 REMOVE CONCRETE WALK
<br />SO FT
<br />$060
<br />4375.50
<br />82,825.30
<br />1 4375.50
<br />82,62530
<br />2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />SO YD
<br />8800
<br />295.24
<br />$2,36102
<br />295.24 1
<br />82,381.92
<br />2104.505 REMOVE BITUMINOUS PAVEMENT
<br />SO YD
<br />81.62
<br />1407674
<br />823,778.32
<br />14676.74 1
<br />S23,77032
<br />2104.509 1 REMOVE PIPE APRON
<br />EACH
<br />8100.00
<br />53.00
<br />85,300 00
<br />53.00
<br />88,300.00
<br />2104.509 REMOVE HEAD WALL
<br />EACH
<br />8100.00
<br />100
<br />810000
<br />1.00
<br />$100.00
<br />2104.509 REMOVE MANHOLE OR CATCH BASIN
<br />EACH
<br />852500
<br />16.00
<br />88,40000
<br />18.00
<br />88,400.00
<br />2104.509 REMOVE BITUMINOUS FLUME
<br />EACH
<br />820000
<br />1.00
<br />8200.00
<br />1.00
<br />8200.00
<br />2104.509 REMOVE MAIL BOX SUPPORT
<br />EACH
<br />87500
<br />22.00
<br />81,650.00
<br />22.00
<br />81,650.00
<br />2104.511 SAWING CONCRETE PAVEMENT FULL DEPTH
<br />LIN FT
<br />1 88.00
<br />112.00
<br />887200
<br />112.00
<br />8872.00
<br />2104.513 SAWING BITUMINOUS PAVEMENT FULL DEPTH)
<br />LIN FT
<br />83.00
<br />1573.50
<br />84,720.50
<br />1573.50
<br />84,720.50
<br />2104.523 SALVAGE SIGN TYPE C
<br />EACH
<br />82800
<br />49.00
<br />81,274.00
<br />9.00
<br />8234.00
<br />40.000 $1,040.00
<br />2104 523 SALVAGE SIGN TYPE D--
<br />842.00
<br />10.00
<br />842000
<br />10.00
<br />8420.00
<br />2104 523 SALVAGE SIGN TYPE SPECIAL
<br />EACH
<br />828.00
<br />700
<br />818200
<br />7.00
<br />8182.00
<br />2104.523 SALVAGE CASTINGEACH
<br />8280.00
<br />11.00
<br />82,80000
<br />11.00
<br />82,880.00
<br />2104.523 SALVAGE MANHOLE
<br />EACH
<br />$1,800.00
<br />2104 801 HAUL SALVAGED MATERIAL
<br />LUMP SUM
<br />82,000.00
<br />1.00
<br />82,000.00
<br />1.000 82,00000
<br />2105.501 COMMON EXCAVATION P
<br />CUYD
<br />89.08
<br />16412.00
<br />8167,18098
<br />18412.00
<br />8167,150.98
<br />2105.505 MUCK EXCAVATION
<br />CU YD
<br />814.00
<br />458.00
<br />88,384.00
<br />458 000 $8,384.00
<br />2105.507 SUBGRADE EXCAVATION (EV) P
<br />CU YD
<br />89.08
<br />4246802
<br />8385,809.82
<br />1 42488.02
<br />8385,609.82
<br />2105.522 SELECT GRANULAR BORROW (LV)
<br />CU YD
<br />813.60
<br />65948 32
<br />$896.88995
<br />63983.32
<br />8870,17315
<br />1,983.000 $26,69680
<br />2105.801 COMMON CHANNEL EXCAVATION
<br />89,800.00
<br />1.00
<br />-LS
<br />89,80000
<br />0.25
<br />82,450.00
<br />0.760 87,35000
<br />2105,804 jQWTEXnU4 FABR)D TYPE FY
<br />SY
<br />Olf
<br />1208.
<br />2040
<br />852.00
<br />78.000 8158.00
<br />2123.509 DOZER
<br />HOUR
<br />8130.00
<br />1010
<br />$1,31300
<br />10.10
<br />81,31300
<br />2130.501 WATER
<br />M GALLON
<br />810.00
<br />45.00
<br />5450.00
<br />45,00
<br />8450.00
<br />2211.501 AGGREGATE BASE CLASS 5
<br />TON
<br />811.00
<br />720.14
<br />87,921.54
<br />67.00
<br />8737.00
<br />653140 87,18454
<br />2211.503 AGGREGATE BASE ( CLASS 5 P
<br />CU YD
<br />821.00
<br />5608.40
<br />$118.99440
<br />5888.40
<br />8118,994.40
<br />2232.501 MILL BITUMINOUS SURFACE
<br />SO YD
<br />83.60
<br />2371.90
<br />1 88,53884
<br />2371.90
<br />88,538.84
<br />2331.804 BITUMINOUS PAVEMENT RECLAMATION
<br />SO YD
<br />81.88
<br />8275.47
<br />1 815,55748
<br />8275.47
<br />8151557.08
<br />2357.502 BITUMINOUS MATERIAL FOR TACK COAT
<br />GALLON
<br />80.02
<br />2107.98
<br />842.16
<br />210798
<br />$4216
<br />2380.501 TYPE SP 12.5 WEARING COURSE MIX (2,8
<br />TON
<br />883.00
<br />871.57
<br />855,740 31
<br />365.57
<br />830,342.31
<br />308.000 825,398.00
<br />2360.501 ITYPE SP 12 5 WEARING COURSE MIX 3,F
<br />TON
<br />87600
<br />4795.03
<br />8364,422.28
<br />4795.03
<br />8364,422.28
<br />2360.502 TYPE SP 12.5 NON WEAR COURSE MIX 3,B)
<br />TON
<br />868.00
<br />6699.20
<br />8442,147 20
<br />8899.20
<br />8442,147.20
<br />2380.505 TYPE SP 12.5 BITUMINOUS MIXTURE FOR PATCHING
<br />TON
<br />8208.00
<br />68.86149
<br />814,323.19
<br />88.80149
<br />814,323.19
<br />2451.509 AGGREGATE BEDDING (CV)
<br />CU YD
<br />822.40
<br />33.10
<br />5741 44
<br />3310
<br />8741.44
<br />2451 513 FINE FILTER AGGREGATE L
<br />CU YD
<br />838.00
<br />2451.807 TRENCH STABILIZATION MATERIAL (CV)
<br />CU YD
<br />845.40
<br />25000
<br />811,350 W
<br />250.00
<br />811,350.00
<br />2501.511 15" RC PIPE CULVERT CLASS III
<br />LIN FT
<br />842.00
<br />384.00
<br />818,128.00
<br />384.00
<br />810,128.00
<br />2501 511 24" RC PIPE CULVERT CLASS III
<br />LIN FT
<br />845.00
<br />194.00
<br />88,730 00
<br />194.00
<br />88,730.00
<br />2501.511 48" RC PIPE CULVERT CLAS -V
<br />ON, FT
<br />OB'
<br />2501 515 15" RC PIPE APRON
<br />EACH
<br />8876.00
<br />14.00
<br />89,46400
<br />14.00
<br />89,484.00
<br />2501.515 18" RC PIPE APRON
<br />I EACH 1
<br />8732.00
<br />100
<br />8732.00
<br />1.00
<br />8732.00
<br />M
<br />N
<br />
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