|
SCHSOtke 3.0 MORRISON STREET
<br />1
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<br />Hum,!,
<br />,,,,,,ty., &, ,,, orr.pRica,!:
<br />,:IX:I!THISPERIC/D:0H,
<br />:Xi 0.176! :TOSALORICE
<br />1!IXTOTALSDPATEIHI:,
<br />:::Sa.0.99:!:: ]TOTFIIIISE
<br />0.00
<br />0,00
<br />1 205.00
<br />0,00
<br />0.00
<br />206.00
<br />5,00
<br />0,00
<br />$0.00
<br />50.00
<br />91 200.00
<br />00.00
<br />90,00
<br />$475.20
<br />$0.00
<br />90.00
<br />1.00
<br />1,200.00
<br />I 200.05
<br />16.00
<br />40.00
<br />216.00
<br />0.00
<br />'100.00
<br />06,500.00
<br />51 200.00
<br />51 200.00
<br />5163.20
<br />988.00
<br />5475.20
<br />50.00
<br />93800.00
<br />90.00
<br />50.00
<br />5117.60
<br />90055.00
<br />10.00
<br />02 975.00
<br />2
<br />2101,501
<br />0
<br />7
<br />2104.511
<br />SAW CUT BITUMINOUS (FULL DEPTH)
<br />LE
<br />99.00
<br />5390
<br />0.00
<br />50 00
<br />0.00
<br />50.00
<br />8
<br />2104 513
<br />SAW CUT CONCRETE (FULL DEPTH)
<br />V
<br />172.00
<br />54.90
<br />156.00
<br />5764,40
<br />156,00
<br />5764.40
<br />9
<br />2104.523
<br />SALVAGE MAILBOX
<br />EACH
<br />16.00
<br />5135.00
<br />14.00
<br />51 890.00
<br />14.00
<br />91 090.00
<br />10
<br />2105.501
<br />COMMON EXCAVATION (PI
<br />CY
<br />983.00
<br />58.50
<br />700,00
<br />05 950,00
<br />700,00
<br />55 950.00
<br />11
<br />2131,502
<br />CALCIUM CHLORIDE
<br />GAL
<br />1 000 00
<br />51,10
<br />0.00
<br />50,00
<br />0.00
<br />50.00
<br />12
<br />2211.501
<br />AGGREGATE BASE CLASS 5
<br />TON
<br />1400.00
<br />515.90
<br />1077.00
<br />517 124,30
<br />I 077 00
<br />517 124.30
<br />13
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />36.00
<br />56.00
<br />0.00
<br />$0.00
<br />0.00
<br />50,00
<br />14
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE
<br />TON
<br />325,00
<br />$47.50
<br />0.00
<br />50.00
<br />0.00
<br />00,00
<br />15
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE (DRIVEWAY)
<br />TON
<br />15.00
<br />5100.00
<br />21.94
<br />52 194 00
<br />21.94
<br />52 194.00
<br />16
<br />2350,502
<br />TYPE SP NON WEARING COURSE MIXTURE__(BASE)
<br />TON
<br />325.00
<br />946.50
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />17
<br />2411.604
<br />BOULDER RETAINING WALL
<br />SF
<br />270,00
<br />528.50
<br />0.00
<br />$0.00
<br />0.00
<br />50.00
<br />19
<br />2502,541
<br />4-INCH PERF PE P190 090054
<br />LF
<br />0200.00
<br />912.50
<br />0.00
<br />50.00
<br />0.00
<br />50,00
<br />19
<br />2503.541
<br />IT RC PIPE SEWER DES 3006 CLV
<br />LF
<br />96,00
<br />530,60
<br />96.00
<br />52527.60
<br />96.00
<br />52 937.60
<br />20
<br />2503.541
<br />15" RC PIPE SEWER DES 3006 CLV
<br />LF
<br />515.00
<br />$31.62
<br />510.00
<br />996 126.20
<br />510.00
<br />$16 126.20
<br />21
<br />2503 602
<br />CONNECT TO EXISTING STORM SEWER
<br />EACH
<br />1.05
<br />0209.04
<br />1.00
<br />5359.04
<br />1.00
<br />9259.04
<br />22
<br />2504,602
<br />ADJUST VALVE BOX
<br />EACH
<br />0.00
<br />9000.00
<br />0.00
<br />$0,00
<br />0,00
<br />55.00
<br />23
<br />2504.602
<br />1' CURB STOP AND BOX
<br />EACH
<br />1.00
<br />0370.26
<br />0.00
<br />$0,00
<br />0,00
<br />50.00
<br />24
<br />2504.602
<br />OFFSET WATERMAIN
<br />EACH
<br />1.00
<br />54 080.00
<br />1.00
<br />04 080,00
<br />1,00
<br />54 000.00
<br />25
<br />2504.603
<br />r TYPE '<COPPER PIPE
<br />V
<br />40.00
<br />021.42
<br />0.00
<br />$0.00
<br />0.00
<br />50,00
<br />26
<br />2506.502
<br />OONST DRAINAGE STRUCTURE DESIGN SPECIAL 24'X36
<br />0004
<br />3.00
<br />51 836.00
<br />3.00
<br />$5 508.00
<br />3.00
<br />55 508,00
<br />27
<br />2506.502
<br />CONST DRAINAGE STRUCTURE 0800054 44-4020
<br />EACH
<br />5.00
<br />52 142.00
<br />5.00
<br />510 710.00
<br />5.00
<br />$10 710,00
<br />28
<br />2506 516
<br />000TING ASSEMBLY
<br />EACH
<br />4.00
<br />5250.00
<br />0.00
<br />50.00
<br />0.00
<br />90,00
<br />29
<br />2521.501
<br />CONCRETE SIDEWALK 4" 1540000
<br />SF
<br />140,00
<br />54.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />30
<br />2531.501
<br />CONCRETE CURB & GUTTER DESIGN 13618
<br />I,
<br />0070.00
<br />99,50
<br />0.00
<br />99.00
<br />0.00
<br />90.00
<br />31
<br />2531 507
<br />OON09808 DR008WAY PAVEMENT
<br />SY
<br />230.00
<br />540,00
<br />0.00
<br />$0.00
<br />0.00
<br />50.00
<br />32
<br />2930.907
<br />ETE DRIVEWAY APRON (6" 7540005
<br />SY
<br />145.00
<br />940.00
<br />0.00
<br />$0.00
<br />0.00
<br />50.00
<br />33
<br />& CONCRETE VALLEY GUTTER
<br />SY
<br />25,00
<br />544.00
<br />000
<br />50.00
<br />0.00
<br />90.00
<br />34
<br />2540.602
<br />INSTALL SALVAGED MAILBOX
<br />EACH
<br />15.00
<br />5135.03
<br />0.00
<br />00.00
<br />0.00
<br />50,00
<br />35
<br />2563.601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />51 000,00
<br />0,00
<br />90.00
<br />1.00
<br />$1 000.00
<br />36
<br />2564.531
<br />F & 1 SION PANEL
<br />SF
<br />17,50
<br />531.00
<br />0.00
<br />90.00
<br />0.00
<br />50.00
<br />37
<br />2564.602
<br />F & I SIGN POST
<br />EACH
<br />1.00
<br />0100.00
<br />0.90
<br />50.00
<br />0.00
<br />00.00
<br />38
<br />2573.502
<br />SILT FENCE TYPE MACHINE SLICED
<br />LF
<br />150.00
<br />52.20
<br />0.00
<br />$0.00
<br />0.00
<br />10.00
<br />39
<br />2573.530
<br />INLET PROTECTION (WIMCO)
<br />00054
<br />9.00
<br />5175.00
<br />0.00
<br />$0,00
<br />0,00
<br />90.00
<br />40 2573.530
<br />INL0T PROTECTION (STRUCTURE W/O CASTING).
<br />EACH
<br />9,00
<br />9175.00
<br />8.00
<br />51 400.00
<br />8.00
<br />51 400.00
<br />41 2575.513
<br />MULCH MATERIAL
<br />CY
<br />25.00
<br />030.90
<br />0.00
<br />$0.00
<br />0.00
<br />0000
<br />42 LJPEO
<br />RAIN WATER GARDENS
<br />EAOH
<br />5.00
<br />5000.00
<br />0.00
<br />$0,00
<br />0,00
<br />0000
<br />43 SPEC
<br />INL0T SEDIMENT REMOVAL (WIMCCS
<br />EACH
<br />18.00
<br />5100.00
<br />0.00
<br />00.00
<br />0.00
<br />50.00
<br />44 SPEC
<br />GRADATION TEST CLASS 5
<br />EACH
<br />1.00
<br />3025.40
<br />1.00
<br />5125.40
<br />1.00
<br />5125.40
<br />45 SPEC
<br />PROCTOR TEST CLASS 5
<br />EACH
<br />1.00
<br />5530.40
<br />0.00
<br />$0.00
<br />0,00
<br />00.00
<br />46
<br />SPEC
<br />PROCTOR TEST CLASS 5
<br />EACH
<br />2.00
<br />9138,60
<br />0.00
<br />90.00
<br />0,00
<br />50.05
<br />47
<br />SPEC
<br />DENSITY TEST INPLACE
<br />0AOH
<br />05.00
<br />546.00
<br />0.90
<br />646.20
<br />1.00
<br />146.20
<br />48
<br />SPEC
<br />CONCRETE TESTING
<br />EACH
<br />800
<br />9145.20
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />49
<br />SPEC
<br />BITUMINOUS CORE DENSITY
<br />EACH
<br />6,00
<br />0100.00
<br />0.00
<br />$0,00
<br />000
<br />90.00
<br />SCHEDULE
<br />2,0 .. ROSE LANE - TOTAL 583.619.14 586,619.14
<br />SCHSOtke 3.0 MORRISON STREET
<br />1
<br />2021,501
<br />MOBILIZATION
<br />CLEARING
<br />LS
<br />SF
<br />1.00
<br />1,200.00
<br />1 200.00
<br />56 500.00
<br />$1.00
<br />51.00
<br />910,20
<br />2.20
<br />52,20
<br />52.001
<br />92.00
<br />0.00
<br />0,00
<br />1 205.00
<br />0,00
<br />0.00
<br />206.00
<br />5,00
<br />0,00
<br />$0.00
<br />50.00
<br />91 200.00
<br />00.00
<br />90,00
<br />$475.20
<br />$0.00
<br />90.00
<br />1.00
<br />1,200.00
<br />I 200.05
<br />16.00
<br />40.00
<br />216.00
<br />0.00
<br />'100.00
<br />06,500.00
<br />51 200.00
<br />51 200.00
<br />5163.20
<br />988.00
<br />5475.20
<br />50.00
<br />93800.00
<br />90.00
<br />50.00
<br />5117.60
<br />90055.00
<br />10.00
<br />02 975.00
<br />2
<br />2101,501
<br />0
<br />2101.506
<br />GRUBBING SF
<br />4
<br />2104.501
<br />i___
<br />REMOVE SEWER PIPE STORM 1 LF
<br />22.00
<br />5
<br />2104.501
<br />REMOVE CURB AND GUTTER 1 V
<br />05.00
<br />099.00
<br />20.00
<br />6
<br />2104,503
<br />REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />SE
<br />SF
<br />7
<br />2104.503
<br />REMOVE CONCRETE SIDEWALK
<br />8
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT ST
<br />'050.00
<br />o
<br />2104.509
<br />REMOVE SIGN
<br />EACH
<br />4.00
<br />190,00
<br />24.00
<br />0.00
<br />1.00
<br />060,00
<br />$3.95
<br />54.90
<br />0190.00
<br />1 0050.40
<br />0.00
<br />0,00
<br />24.00
<br />4.05
<br />OM
<br />50.00
<br />90,00
<br />50.00
<br />5117.60
<br />50.00
<br />50.00
<br />0425.00
<br />0.00
<br />0.00
<br />24.00
<br />7.00
<br />0,00
<br />350.00
<br />10
<br />2104.511
<br />SAW 007 001014154009 (LULL DEPTH)
<br />LF
<br />LF
<br />EACH
<br />EACH
<br />II
<br />2104,513
<br />SAW 001 005409810 (FULL DEPTH)
<br />12
<br />2104.523
<br />SALVAGE MAILBOX
<br />13
<br />2104,523
<br />SALVAGE SIGN
<br />14
<br />2105.501
<br />COMMON EXCAVATLX__(_./ P)
<br />CY 657 58.50
<br />15
<br />2131.502
<br />CALCIUM CHLORIDE
<br />GAL 51.10
<br />TON 79000 515.90
<br />SY 53.00 56 00
<br />TONI 175.00 0 547,50
<br />0.00
<br />273.22
<br />0.00
<br />0,00
<br />0,00
<br />0.00
<br />0.00
<br />$0,00
<br />54 344.20
<br />50.00
<br />0000
<br />50.00
<br />$0.00
<br />0.00
<br />529.84
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />30.00
<br />58 424.46
<br />50.00
<br />50.00
<br />50,00
<br />50,00
<br />9000
<br />16
<br />2211.501
<br />AGGREGATE BASE CLASS 5
<br />17
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT 1
<br />!TYPE SP WEAR COURSE MIXTURE
<br />18
<br />2350 501
<br />19
<br />2350 501
<br />TYPE SP WEAR COURSE MIXTURE (DRIVEWAY)
<br />TON 20.00
<br />TON 175.00
<br />3105.00
<br />546.50
<br />928.50
<br />20
<br />2350 502
<br />TYPE SP NON WEARONO 000000 MIXTURUBASE) 0
<br />21
<br />2411.604
<br />MODULAR BLOCK RETAINING WALL .
<br />r-S9 1_630.00
<br />SF 1 180.00
<br />22
<br />2411.604
<br />BOULDER RETAINING WALL 1
<br />528.50
<br />___50.00
<br />0.00 50.00
<br />0.00 50,00
<br />0.001 50,00
<br />0,00 0000
<br />0.00 50.00
<br />0.00
<br />0,00
<br />28.001
<br />500.00
<br />1.00
<br />50.00
<br />00.00
<br />5856.80
<br />315 300.00
<br />0359,04
<br />23
<br />2502,541
<br />&INCH PERE PE PIPE DRAIN LF
<br />02" 90 PIPE SEWER 0E53006 CLV LE
<br />500.00 512.50
<br />28.00 530.60
<br />550.00 530.60
<br />24
<br />2503,541
<br />25
<br />2503.541
<br />15" RC PIPE SEWER OES 3006 CLV LE
<br />26
<br />2503,602
<br />005454007 70 EXISTING STORM SEWER EACH 2.00 5359,04
<br />27
<br />2504.602
<br />I' CURB STOP AND BOX
<br />EACH 1.00 0370.26
<br />V 1 40.00 921.42
<br />EACH 2.00 9180.00
<br />EACH 1 00 52 040.00
<br />0.00 50.00
<br />0,00 50.00
<br />0.05 $0.00
<br />0.00 50.00
<br />0.00
<br />0.00
<br />0.00
<br />1.00
<br />409
<br />0.00
<br />50,00
<br />50,00
<br />90,00
<br />92 040.00
<br />58 976.00
<br />50.00
<br />28
<br />i 2504.603
<br />1" TYPE K COPPER PIPE
<br />29
<br />2504.602
<br />ADJUST VALVE BOX
<br />30
<br />2506.502
<br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24"X36"
<br />31
<br />2506.502
<br />CONST DRAINAGE STRUCTURE DESIGN 48-4020 1 EACH 4 00 I
<br />52 244.00
<br />$250.00
<br />0.004
<br />90.00
<br />90.00
<br />32
<br />2506.516
<br />CASTING ASSEMBLY EACH 1.00
<br />0,001
<br />33
<br />2021 501
<br />CONCRETE SIDEWALK 04" THICK) SE .,1_,
<br />60.00
<br />04.001
<br />0,00 50.95
<br />0.005 50.00
<br />
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