|
ITEM
<br />NO.
<br />SPEC
<br />REF.
<br />ITEM DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT THIS PERIOD
<br />QTY. UNIT PRICE QTY. TOTAL PRICE
<br />TOTAL TO DATE
<br />QTY, TOTAL PRICE
<br />36.500,00
<br />47
<br />SPEC
<br />DENSITY TEST. INPLACE
<br />EACH
<br />15,00
<br />546.201 1.00
<br />546.20
<br />5.001 3231.00
<br />48
<br />SPEC
<br />CONCRETE TESTING
<br />EACH
<br />800
<br />I 5145.201 0.00
<br />30,00
<br />0,001 50.00
<br />49
<br />SPEC
<br />BITUMINOUS CORE DENSITY
<br />EACH
<br />6,00
<br />5100.001 0,00
<br />30.00
<br />0,001 30.00
<br />SCHEDULE 2.0- ROSE LANE - -TOTAL S14.091 25 5188,994.85
<br />SCHED 3.0 MORRISON STREET
<br />1
<br />2021 501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />36.500,00
<br />0.00
<br />5000
<br />1.001 36500.00
<br />2
<br />2101.501
<br />CLEARING
<br />SF
<br />1,200.00
<br />31.00
<br />0.00
<br />50.00
<br />1200.001 5120000
<br />3
<br />2101.506
<br />GRUBBING
<br />SF
<br />1.200.00
<br />I 31.00
<br />0.00
<br />50.00
<br />1,200.00
<br />31,200.00
<br />4
<br />2104.501
<br />REMOVE SEWER PIPE (STORM)
<br />LP
<br />22.00
<br />510.20
<br />0.00
<br />50.00
<br />16.00
<br />5163.20
<br />5
<br />2104501
<br />REMOVE CURB AND GUTTER
<br />LF
<br />9500
<br />52,20
<br />0.00
<br />30.00
<br />86.00
<br />5187.00
<br />6
<br />2104.503
<br />REMOVE CONCRETE DRIVEWAY PAVEMENT
<br />SF
<br />155.00
<br />32.20
<br />0.00
<br />60,00
<br />216.00
<br />3475.20
<br />7
<br />2104.503
<br />REMOVE CONCRETE SIDEWALK
<br />SF
<br />20.00
<br />52.20
<br />0.00
<br />60,00
<br />31.00
<br />568.20
<br />8
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />1,900.00
<br />52.00
<br />0.00
<br />60.00
<br />1,900.00
<br />53,80000
<br />9
<br />2104.509
<br />REMOVE SIGN
<br />EACH
<br />4.00
<br />580.00
<br />0.00
<br />50.00
<br />4.00
<br />5320.00
<br />10
<br />2104.511
<br />SAW CUT BITUMINOUS (FULL DEPTH)
<br />LF
<br />190.00
<br />5390
<br />0.00
<br />50.00
<br />124,00
<br />5483.60
<br />11
<br />2104,513
<br />SAW CUT CONCRETE (FULL DEPTH)
<br />LF
<br />24.00
<br />54.90
<br />0,00
<br />50.00
<br />30,00
<br />5147.00
<br />12
<br />2104.523
<br />SALVAGE MAILBOX
<br />EACH
<br />9,00
<br />515000
<br />0,00
<br />50,00
<br />7.00
<br />31,05000
<br />13
<br />2104.523
<br />SALVAGE SIGN
<br />EACH
<br />1.00
<br />6150.00
<br />0.00
<br />50.00
<br />1.00
<br />5150.00
<br />14
<br />2105.501
<br />COMMON EXCAVATION (P)
<br />CY
<br />657.00
<br />58,50
<br />250.00
<br />92,125.00
<br />657.00
<br />55,5E4.50
<br />15
<br />2131.502
<br />CALCIUM CHLORIDE
<br />GAL
<br />700.00
<br />51.10
<br />0.00
<br />60.00
<br />0.00
<br />50.00
<br />16
<br />2211,501
<br />AGGREGATE BASE CLASS 5
<br />TON
<br />780,00
<br />515.90
<br />0.00
<br />30.00
<br />563.23
<br />58,955.36
<br />17
<br />2232,501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />53,00
<br />56.00
<br />21.00
<br />5126.00
<br />60.00
<br />5360.00
<br />18
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE
<br />TON
<br />175.00
<br />547.50
<br />16668
<br />57,917.30
<br />190,33
<br />39,040.68
<br />19
<br />2350,501
<br />TYPE SP WEAR COURSE MIXTURE (DRIVEWAY)
<br />TON
<br />20.00
<br />5100,00
<br />0.00
<br />30.00
<br />21.00
<br />52,100.00
<br />20
<br />2350.502
<br />TYPE SP NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />175.00
<br />54650
<br />0.00
<br />30.00
<br />172.07
<br />58.001.26
<br />21
<br />2411.604
<br />MODULAR BLOCK RETAINING WALL
<br />SF
<br />630.00
<br />628.50
<br />14500
<br />94.132.50
<br />850.00
<br />324.225.00
<br />22
<br />2411.604
<br />BOULDER RETAINING WALL
<br />SF
<br />180.00
<br />528.50
<br />0,00
<br />50.00
<br />0.00
<br />5000
<br />23
<br />2502.541
<br />4-INCH PERF PE PIPE DRAIN
<br />LF
<br />500.00
<br />512.50
<br />0,00
<br />5000
<br />000
<br />3000
<br />24
<br />2503.541
<br />12" RC PIPE SEWER DES 3006, CLV
<br />LF
<br />28,00
<br />330.60
<br />0,00
<br />30.00
<br />28.00
<br />5856.80
<br />25
<br />2503.541
<br />15" RC PIPE SEWER DES 3006, CLV
<br />LF
<br />500.00
<br />530.60
<br />0.00
<br />50,00
<br />500,00
<br />315,300.00
<br />26
<br />2503.602
<br />CONNECT TO EXISTING STORM SEWER
<br />EACH
<br />2.00
<br />5359,04
<br />0.00
<br />30.00
<br />1.00
<br />3359.04
<br />27
<br />2504.602
<br />1" CURB STOP AND BOX
<br />EACH
<br />1.00
<br />337026
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />28
<br />2504.603
<br />1" TYPE K COPPER PIPE
<br />LF
<br />4000
<br />521,42
<br />0.00
<br />50.00
<br />0,00
<br />50.00
<br />29
<br />2504602
<br />ADJUST VALVE BOX
<br />EACH
<br />2.00
<br />3180.00
<br />1,00
<br />5180,00
<br />3.00
<br />5540,00
<br />30
<br />2506.502
<br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36"
<br />EACH
<br />1.00
<br />52,040.00
<br />0.00
<br />50.00
<br />1.00
<br />52,040,00
<br />31
<br />2508.502
<br />CONST DRAINAGE STRUCTURE DESIGN 48 -4020
<br />EACH
<br />4.00
<br />52,244.00
<br />0,00
<br />50.00
<br />4.00
<br />38,976,00
<br />32
<br />2506.516
<br />CASTING ASSEMBLY
<br />EACH
<br />1.00
<br />6250.00
<br />000
<br />50.00
<br />1.00
<br />5250.00
<br />33
<br />2521.501
<br />CONCRETE SIDEWALK (4" THICK)
<br />SF
<br />60.00
<br />54.00
<br />0.00
<br />50.00
<br />80.00
<br />3320.00
<br />34
<br />2531.501
<br />CONCRETE CURB 8 GUTTER DESIGN 8618
<br />LF
<br />1,008.00
<br />59.50
<br />0.00
<br />50.00
<br />940.00
<br />58,930.00
<br />35
<br />2531,507
<br />CONCRETE DRIVEWAY APRON (6 "THICK)
<br />SY
<br />65.00
<br />340.00
<br />0.00
<br />50.00
<br />78.10
<br />53,124.00
<br />36
<br />2540.602
<br />INSTALL SALVAGED MAILBOX
<br />EACH
<br />9,00
<br />5150.00
<br />0.00
<br />50.00
<br />7.00
<br />$1,050.00
<br />37
<br />2563.601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />51,000,00
<br />0.00
<br />50.00
<br />1.00
<br />51,000.00
<br />38
<br />2564.531
<br />F 81 SIGN PANEL
<br />SF
<br />12.50
<br />531.00
<br />0.00
<br />50.00
<br />12.50
<br />3387.50
<br />39
<br />2564.602
<br />F 8 I SIGN POST
<br />EACH
<br />2.00
<br />5100.00
<br />0.00
<br />50,00
<br />1,00
<br />3100.00
<br />40
<br />2564.536
<br />INSTALL SALVAGED SIGN
<br />EACH
<br />1.00
<br />5150.00
<br />0.00
<br />30,00
<br />1.00
<br />5150.00
<br />41
<br />2573.502
<br />SILT FENCE TYPE MACHINE SLICED
<br />LF
<br />30.00
<br />52.20
<br />0.00
<br />30.00
<br />19.00
<br />341.80
<br />42
<br />2573.530
<br />INLET PROTECTION (WIMCO)
<br />EACH
<br />500
<br />5175.00
<br />0.00
<br />30,00
<br />8.00
<br />51,400.00
<br />43
<br />2573.530
<br />INLET PROTECTION (STRUCTURE W/0 CASTING)
<br />EACH
<br />5,00
<br />$175,00
<br />0.00
<br />60.00
<br />4.00
<br />5700.00
<br />44
<br />2575.513
<br />MULCH MATERIAL
<br />CY
<br />15.00
<br />530.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />45
<br />SPEC
<br />RAIN WATER GARDENS
<br />EACH
<br />1.00
<br />5800.00
<br />0.00
<br />5000
<br />0,00
<br />50.00
<br />46
<br />SPEC
<br />INLET SEDIMENT REMOVAL (WIMCO)
<br />EACH
<br />20.00
<br />5100.00
<br />0.00
<br />30.00
<br />20.00
<br />52,000,00
<br />47
<br />SPEC
<br />SEDIMENT REMOVAL BACKHOE
<br />HR
<br />2.00
<br />5140.00
<br />0.00
<br />50.00
<br />0.00
<br />30.00
<br />48
<br />SPEC
<br />GRADATION TEST. CLASS 5
<br />EACH
<br />1.00
<br />5125.40
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />49
<br />SPEC
<br />PROCTOR TEST, CLASS 5
<br />EACH
<br />1.00
<br />3138,60
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />50
<br />SPEC
<br />PROCTOR TEST
<br />EACH
<br />200
<br />5138,60
<br />0.00
<br />50.00
<br />1.00
<br />5138,60
<br />51
<br />SPEC
<br />DENSITY TEST, INPLACE
<br />EACH
<br />1000
<br />546.20
<br />1,00
<br />546.20
<br />14.00
<br />3646.80
<br />52
<br />SPEC
<br />CONCRETE TESTING
<br />EACH
<br />2,00
<br />5145.20
<br />0.00
<br />5000
<br />0.00
<br />50.00
<br />53
<br />SPEC
<br />BITUMINOUS CORE DENSITY
<br />EACH
<br />600
<br />$100,00
<br />0.00
<br />50.00
<br />2.65
<br />5265.00
<br />SCHEDULE 3.0 MORRISON STREET - - TOTAL 514,527.00 3122,586.53
<br />
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