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ITEM
<br />NO.
<br />ITEM DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT
<br />OTY. UNIT PRICE
<br />YNIS PERIOD
<br />QTY. TOTAL PRICE
<br />TOTAL TO DATE
<br />OTY, TOTAL PRICE
<br />43
<br />2505.502
<br />CONST DRAINAGE STRUCTURE DESIGN 484020
<br />EACH
<br />120D
<br />51693.20
<br />0.00
<br />5000
<br />11.00
<br />510,625.20
<br />44
<br />45
<br />2500.522
<br />2511.501
<br />ADJUST FRAME AND RING CASTING
<br />RANDDM RIP RAP CLASS III
<br />EACH
<br />CY
<br />0.00
<br />6.00
<br />5320.40
<br />5121.38
<br />0.00
<br />4.00
<br />50.00
<br />648552
<br />900
<br />10.00
<br />,..._52.61120
<br />5121380
<br />4G
<br />47
<br />2531501
<br />CONCRETE CURE & GUTTER DESIGN 6618
<br />LF
<br />LE
<br />3540.00
<br />125.00
<br />50.62
<br />615.30
<br />0.00
<br />0.00
<br />60.00
<br />60.00
<br />3,574_0053152260
<br />125 00
<br />51912,50
<br />2531.501
<br />CONCRETE CURB 8 GUTTER DESIGN SURMOUNTABLE
<br />48
<br />2531.507
<br />CONCRETE DRIVEWAY APRON (6'THIC11)
<br />CONCRETE DRIVEWAY PAVEMENT (6' THICKL
<br />SY
<br />250.00
<br />7500
<br />53935
<br />639,78
<br />0.00
<br />0,00
<br />6000
<br />5000
<br />20520
<br />502.00
<br />5112345.20
<br />54057.56
<br />49
<br />2531.507
<br />50
<br />2531507
<br />CONCRETE DRIVEWAY PAVEMENT (COLOREy6° °THICK)
<br />CONCRETE VALLEY GUTTER(8' THICK]
<br />SY
<br />SY
<br />SF
<br />LS
<br />15.00
<br />20.00
<br />590.00
<br />100
<br />67050
<br />65202
<br />6306
<br />6637.50
<br />000
<br />0.00
<br />0.00
<br />0,00
<br />60,00
<br />50.00
<br />50.00
<br />60.00
<br />0.00
<br />0.00
<br />100.00
<br />1.00
<br />50.00
<br />51
<br />2531.604
<br />50.00
<br />j306®
<br />5537.50
<br />62
<br />2540.602
<br />INSTALL SALVAGED PAVERS
<br />G3
<br />2540.602
<br />INSTALL SALVAGED MAILBOX
<br />54
<br />2540.603
<br />LANDSCAPE EDGER, STEEL
<br />LF
<br />SF
<br />370.0D
<br />75.00
<br />66.12
<br />634.68
<br />000
<br />0.00
<br />60.00
<br />50.00
<br />167.00
<br />0.00
<br />61.02204
<br />5000
<br />55
<br />2540.610
<br />INSTALL ROCK RETAINING WALL
<br />56
<br />2545.602
<br />INSTALL SALVAGED LIGHTPOLE
<br />EAC
<br />1.00
<br />51530,00
<br />0.00
<br />60.00
<br />0.00
<br />60.00
<br />2563.001
<br />TRAFFIC CONTROL
<br />„_. LS
<br />lF_.
<br />HOURS
<br />1.00
<br />435.00
<br />61.22400
<br />62,14
<br />0.00
<br />0,00
<br />MOD
<br />50.00
<br />100
<br />$1.224.00
<br />56
<br />2573502
<br />SILT FENCE TYPE MACHINE SLICED
<br />435.00
<br />6930.90
<br />59
<br />2573.52
<br />9E0IMENT REMOVAL 8ACKHOE
<br />10.00
<br />5102.00
<br />0.00
<br />5000
<br />3.00
<br />5306.00
<br />60
<br />2573.53
<br />INLET PROTECTION (WIMCOL
<br />EACH
<br />14.00
<br />5127.50
<br />0.00
<br />50.00
<br />16.00
<br />52.040.00
<br />61
<br />2573,53
<br />INLET PROTECTION (STRUCTURE W/O CASTING)
<br />EACH
<br />15.00
<br />59180
<br />0.00
<br />50.00
<br />13.00
<br />51,193,40
<br />62
<br />63
<br />257353
<br />2573607
<br />INLET SEDIMENT REMOVAL
<br />ROADWAY 0004 CHECK DAM
<br />EACH
<br />CY
<br />15.00
<br />100.00
<br />535.70
<br />535.70
<br />000
<br />0.00
<br />50.00
<br />50.00
<br />1000
<br />66.18
<br />635700
<br />52.35263
<br />64
<br />2575.513
<br />MULCH MATERIAL TYPE SPECIAL
<br />GY_
<br />L8S
<br />3600
<br />220.00
<br />62850
<br />60.06
<br />7.00
<br />0.00
<br />5199.92
<br />640D
<br />5182784
<br />65
<br />2575532
<br />FERTILIZER (TYPE 2442.24)
<br />50.00
<br />000
<br />3000
<br />66
<br />2575.545
<br />WE ED SPRAYING
<br />SY
<br />3.50000
<br />50.26
<br />0.00
<br />5000
<br />0,00
<br />50.00
<br />67
<br />68
<br />2575.550
<br />2575.604
<br />0OMP05T,GRA002
<br />SEEDING (TYPE 270)
<br />TEMPORARY BASIN GRADING
<br />CY
<br />SY
<br />LS
<br />2600
<br />3,500.00
<br />1,00
<br />52550
<br />5007
<br />51.53000
<br />0.00
<br />0.00
<br />0.00
<br />30.00
<br />$0.00
<br />50,00
<br />52,00
<br />7,230.00
<br />1,00
<br />61,326,00
<br />37013.10
<br />51530,00
<br />G9
<br />SPEC
<br />)0
<br />SPEC
<br />TEMPORARY SEDIMENT BASIN OUTLET
<br />LS
<br />1.00
<br />520400
<br />0.00
<br />3000
<br />1.00
<br />5204.00
<br />71
<br />SPEC
<br />GRADATION TEST
<br />EACH
<br />5.00
<br />576.50
<br />0.00
<br />50.00
<br />2.00
<br />515300
<br />72
<br />SPEC
<br />PROCTOR TEST
<br />EACH
<br />4.00
<br />591,80
<br />0.00
<br />5000
<br />3.00
<br />5775.40
<br />73
<br />SPEC
<br />DENSITY TEST, IN PLACE
<br />EACH
<br />16.00
<br />52550
<br />0.00
<br />50.00
<br />12.00
<br />3308.00
<br />74
<br />SPEC
<br />CONCRETE TESTING CYLINDER OF 3
<br />EACH
<br />7.00
<br />59100
<br />0.00
<br />50.00
<br />4.00
<br />5357.20
<br />76
<br />SPEC
<br />NUCLEAR BITUMINOUS DENSITY
<br />EACH
<br />6,00
<br />525.50
<br />3.00
<br />576.50
<br />600
<br />5153.00
<br />78
<br />SPEC
<br />EXTRACTION /GRADATION
<br />EACH
<br />600
<br />5127.50
<br />1.00
<br />5127.50
<br />2.00
<br />525500
<br />77
<br />SPEC
<br />AIR VOIDS TEST
<br />EACH
<br />600
<br />5127.50
<br />1.00
<br />5127.50
<br />2.05
<br />5265.00
<br />SCHEDULE 1.0- DIANNA LANE .TOTAL 533850.20 5432,023.07
<br />SCHEDULE 2.0- DIANNA I AWE WILL & OVERLAY)
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />100
<br />51,000.00
<br />000
<br />5000
<br />100
<br />5100000
<br />2
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />215.00
<br />5204
<br />000
<br />50.00
<br />26000
<br />5530.40
<br />3
<br />2104.513
<br />SAW CUT BITUMINOUS (FULL DE
<br />LF
<br />516,00
<br />50.01
<br />0.00
<br />60.00
<br />536,00
<br />5536
<br />4
<br />5
<br />2211.501
<br />2232,501
<br />AGGREGATE BASE CLASS S
<br />MILL BITUMINOUS PAVEMENT
<br />TON
<br />SY
<br />7500......
<br />710,00
<br />51500.__
<br />52.25
<br />00D
<br />38200
<br />50.00
<br />5059.50
<br />9601
<br />302.00
<br />51440,15
<br />5859.50
<br />0
<br />2350.501
<br />TYPE MV4 WEAR COURSE 5IXTURE
<br />TON
<br />100.00
<br />562,00
<br />88.87
<br />5550994
<br />88.87
<br />26.00
<br />1.00
<br />55,509.94
<br />52 210.00
<br />5285.00
<br />7
<br />2350502
<br />TYPE LV3 NON WEARING COURSE MIXTURE (BASE)
<br />ADJUST VALVE BOX
<br />TON
<br />EACH
<br />5.00
<br />1,00
<br />505,00
<br />5265.00
<br />000
<br />1.00
<br />50.00
<br />528500
<br />8
<br />2504.602
<br />9
<br />7531.501
<br />CONCRE _E. CURB& GUTTER 0051GN 6610__
<br />„L,F -,,,,
<br />51600
<br />5802__
<br />000,.,,
<br />-- _,_5000,
<br />540_00
<br />54_78060
<br />SCHEDULE 20. DIANNA LANE( MILL & OVERLAY) - TOTAL 56.63444 516.503.15
<br />3
<br />
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