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ITEM
<br />NO.
<br />DOSCRIPTIO
<br />UNIT
<br />ORIGINAL CONTRACT
<br />QTY." UNIT PRICE
<br />'8115 PERIOD
<br />QTY. TOTAL PRICE
<br />TOTAL TO DATE
<br />O TOTAL PRICE.
<br />43
<br />,14
<br />45
<br />45
<br />2500502
<br />2506.622
<br />2511.501
<br />2531.501
<br />CONST DRAINAGE STRUCTURE DESIGN48.4020
<br />EACH
<br />EACH
<br />CY. „...
<br />IS
<br />1200
<br />600
<br />5169320
<br />5326.40
<br />........512138
<br />58.82
<br />,,,,_,_1100
<br />0.00
<br />510,62520
<br />11,00
<br />510,625.20
<br />ADJUST FRAME AND RING CASTING
<br />RANDOM RIP RAP CLASS 111 _....._
<br />CONCRETE CURD & GUTTER DESIGN B618
<br />5000
<br />5000........
<br />5000
<br />0.00
<br />50.00
<br />.50.00
<br />50.00
<br />6.00 _..
<br />354000
<br />.,.........._..000.... .....
<br />0.00
<br />0.00 __._.
<br />000
<br />47
<br />2531.501
<br />CONCRETE CURB E GUTTER DESIGN SURMOUNTABLE
<br />(.7
<br />125.00
<br />515.30
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />40
<br />2531.507
<br />CONCRETE (DRIVEWAY APRON (07:THICK)
<br />5Y
<br />250.00
<br />539.70
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />49
<br />2531.507
<br />CONCRETE DRIVEWAY PAVEMENT (6" THICK)
<br />SY
<br />75.00
<br />539.70
<br />0.00
<br />50.00
<br />0,00
<br />50.00
<br />50
<br />2531507
<br />0014CRETE DRIVEWAY PAVEMENT (COLORED, 6" THICK)
<br />5Y
<br />15.00
<br />576.50
<br />0.00
<br />50.00
<br />060
<br />$009
<br />51
<br />2531.604
<br />CONCRETE VALLEY GUTTER (8• TBIOK1,
<br />SY
<br />20.00
<br />552.02
<br />0,00
<br />50.00
<br />0.00
<br />50.00
<br />52
<br />2540.602
<br />INSTALL SALVAGED PAVERS
<br />SF
<br />590.00
<br />53.06
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />53
<br />2540.602
<br />INSTALL SALVAGED MAILBOX
<br />LS
<br />1.00
<br />5037.50
<br />000
<br />5000
<br />0.00
<br />50.00
<br />54
<br />2540003
<br />LANDSCAPE EDGER STEEL
<br />LF
<br />370,00
<br />56,12
<br />0.00
<br />50,00
<br />0.00
<br />50.00
<br />55
<br />2540.610
<br />INSTALL ROCK RETAINING WALL
<br />SF
<br />75.00
<br />534.68
<br />0.0D
<br />5000
<br />0.00
<br />50.00
<br />56
<br />2545.602
<br />INSTALL SALVAGED LIGHTPOLE
<br />EACH
<br />100
<br />51,53000
<br />_ 0.00
<br />.,, 50.00
<br />000
<br />$000
<br />SY
<br />2663.601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />51.224.00
<br />0.50
<br />5612.00
<br />0.50
<br />5612.00
<br />50
<br />25%3.502
<br />SILT FENCE, TYPE MACHINE 611060
<br />LE
<br />435.00
<br />52.14
<br />34500
<br />573830
<br />345.00
<br />6738.30
<br />59
<br />2573.52
<br />SEDIMENT REMOVAL BACKHOE
<br />HOURS
<br />10.09
<br />5102.00
<br />000
<br />50.09
<br />0.00
<br />5000
<br />6D
<br />2573.53
<br />114LET PROTECTION (WIMCO,_
<br />EACH
<br />14.00
<br />6127.50
<br />3.0D
<br />5302.50
<br />300
<br />5302.50
<br />01
<br />257353
<br />INLET PROTECTION (STRUCTURE W/O CASTING)
<br />EACH
<br />15.00
<br />59100
<br />1100
<br />51009,80
<br />11.00
<br />51609.80
<br />62
<br />2573.53
<br />INLET SEDIMENT REMOVAL
<br />EACH
<br />1500
<br />535.70
<br />6.OD
<br />6214.20
<br />6.00
<br />5214.20
<br />53
<br />2573.607
<br />ROADWAY ROCK CHECK DAM
<br />CY
<br />100.00
<br />53570
<br />29.50
<br />51053.15
<br />29.50
<br />51053.15
<br />64
<br />2575.513
<br />MULCH MATERIAL TYPE SPECIAL
<br />CY
<br />36,00
<br />528.56
<br />0.00
<br />50.00
<br />0,00
<br />50,00
<br />65
<br />2575.532
<br />FERTILIZER (TYPE 24.12.24)
<br />LOS
<br />22000
<br />50.66
<br />000
<br />50.00
<br />000
<br />5000
<br />66
<br />2575.515
<br />WEED SPRAYING
<br />SY
<br />3500.00
<br />60.26
<br />0.09
<br />50.00
<br />000
<br />50,00
<br />67
<br />2575950
<br />COMPOSLGRADE ]
<br />CY
<br />3600
<br />52050
<br />000
<br />50,00
<br />000
<br />50.00
<br />BO
<br />2575.604
<br />60600040 (TYPE 770)
<br />SY
<br />3500.00
<br />50,97
<br />0.00
<br />5000
<br />0,00
<br />60,00
<br />09
<br />SPEC
<br />TEMPORARY BASIN GRADING
<br />LS
<br />100
<br />51 530.00
<br />0.00
<br />$0.03
<br />0.00
<br />5000
<br />70
<br />SPED
<br />TEMPORARY SEDIMENT BASIN OUTLET
<br />LS
<br />1.00
<br />520400
<br />100
<br />820460
<br />100
<br />520400
<br />Yt
<br />SPEC
<br />GRADATION TEST
<br />EACH
<br />5.00
<br />576.50
<br />000
<br />50,00
<br />0.00
<br />5000
<br />72
<br />SPEC
<br />PROCTOR TEST
<br />EACH
<br />4.00
<br />591.00
<br />100
<br />59100
<br />1.00
<br />591.80
<br />73
<br />SPEC
<br />DENSITY TEST IN PLACE
<br />EACH
<br />1509
<br />525.50
<br />6.00
<br />5153.00
<br />0.00
<br />5153.00
<br />74
<br />SPEC
<br />CONCRETE TESTING CYLINDERS (SET OF 37
<br />EACH
<br />7.00
<br />59100
<br />000
<br />50.00
<br />000
<br />50.00
<br />75
<br />SPEC
<br />NUCLEAR BITUMINOUS DENSITY
<br />EACH
<br />6.00
<br />525.50
<br />0.00
<br />50.00
<br />000
<br />5000
<br />76
<br />SPEC
<br />EXTRACTION/GRADATION
<br />EACH
<br />6.00
<br />5127.50
<br />0.00
<br />50,00
<br />0.00
<br />5000
<br />SPEC
<br />AIR VOIDS TEST
<br />EACH
<br />000
<br />5127.50
<br />000
<br />50,00
<br />000
<br />5000
<br />SCHEDULE 1.0. DIANNA LANE . TOTAL 003.444,05 596.507,11
<br />SCHEDULE 2,0 • DIANNA LANE (1.410.1 & OVERLAY)
<br />1
<br />2021.501
<br />MOIIRIZATION
<br />LS
<br />SY
<br />1.00
<br />215.00
<br />51009.00
<br />' 52.04
<br />0.00
<br />50,00
<br />0,00
<br />50.00
<br />2
<br />2104505
<br />REMOVE BITUMINOUS PAVEMENT
<br />0.00
<br />50.00
<br />060
<br />:600
<br />3
<br />2104,513
<br />SAW CUT BITUMINOUS (FULL DEPTH)
<br />AGGREGATE DACE CLASS 5
<br />LE
<br />TON
<br />SIG DO
<br />75.00
<br />50,01
<br />51500
<br />000
<br />000
<br />5000
<br />50.00
<br />0.00
<br />000
<br />50,00
<br />50,00
<br />4
<br />2211,501
<br />5
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />71000
<br />52.25
<br />000
<br />50.00
<br />0.00
<br />50.00
<br />6
<br />2350601
<br />TYPE M1/4 WEAR COURSE MIXTURE
<br />'TON
<br />100,00
<br />56200
<br />0.00
<br />50.00
<br />0.00
<br />5000
<br />7
<br />2350.502
<br />TYPE LV3 NON WEARING COURSE MIXTURE 10 /50)
<br />TON
<br />EACH
<br />5.00
<br />100
<br />5650D
<br />5265.00
<br />0.00
<br />0,00
<br />50.00
<br />50.00
<br />0,00
<br />000
<br />50,00
<br />50.00
<br />0
<br />2504,602
<br />ADJUST VALVE BOX
<br />,50.00
<br />SCHEDULE 2.0 • DIANNA LANE (MILL & OVERLAY) . TOTAL 5000 50.00
<br />3
<br />
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