|
'ITEM
<br />(40.
<br />:
<br />ITEM DESCRIPTION ..
<br />UNIT'
<br />' - ORIGINAL CONTRACT
<br />QTY. .. UNIT PRICE
<br />THIS PERIOD
<br />QTY, TOTAL PRICE
<br />:..: TOTALTO:DATE'
<br />-QTY. -TOTAL PRICE
<br />10
<br />2109803
<br />ABANDON STORM MAIN
<br />LF
<br />322.0D
<br />55.69
<br />0.00
<br />50.00
<br />160.00
<br />SI119.10
<br />11
<br />2105.501
<br />COMMON EXCAVATION (P)
<br />CY
<br />2451.03
<br />55.04
<br />000
<br />50.00
<br />2451.03
<br />51 2,353.04
<br />12
<br />2105525
<br />TOPSOIL BOR0.0W
<br />CY
<br />230.00
<br />521.00
<br />0.00
<br />50.00
<br />60.00
<br />5126000
<br />13
<br />2104.601
<br />DE WATERING
<br />LS
<br />1.00
<br />84 72500
<br />0.00
<br />5000
<br />1.00
<br />54 725.00
<br />14
<br />2123.610
<br />EXPLORATORY DIG
<br />EACH
<br />2.00
<br />61623.00
<br />0.00
<br />50.00
<br />2.00
<br />63,24600
<br />15
<br />2131502
<br />CALCIUM Cf1LORIDE
<br />GAL
<br />2000.00
<br />81.50
<br />0.00
<br />5000
<br />0.00
<br />6000
<br />16
<br />2211.50E
<br />AGGREGATE BASE CLASS 5 / CLASS %
<br />TON
<br />9V
<br />4,150.00
<br />400.00
<br />56.15
<br />45.73
<br />0.00
<br />0.00
<br />50.00
<br />5000
<br />4563.81
<br />0.00
<br />528,007.43
<br />5000
<br />f]
<br />2232.501
<br />MII(,OITUMINOUS PAVEMENT
<br />18
<br />2360.501
<br />TYPE SPWE0340B WEAR COURSE MIX,
<br />'ION
<br />640.00
<br />565.2/
<br />0.00
<br />50,00
<br />613,30
<br />540 030.09
<br />19
<br />2350501
<br />TYPE 9PWE83400 WEAR COURSE MIX .(DRIVEWAY /LOTS)
<br />TON
<br />16000
<br />595.32
<br />0.00
<br />50.00
<br />000
<br />50.00
<br />20
<br />2360.501
<br />TYPE 9PNW63308 NON WEARING COURSE741X.
<br />TON
<br />TON
<br />04000
<br />12000
<br />564.01
<br />5107.24
<br />0,00
<br />0.00
<br />0.0D
<br />50.00
<br />50,00
<br />50.00
<br />676,95
<br />105.00
<br />1,00
<br />545459.59
<br />617,69460
<br />5570.75
<br />21
<br />2360.501
<br />TYPE SPLIT/03300 NON WEARING COURSE MIX, (DRIVEWAY/I.
<br />22
<br />2501.602
<br />CMP FE5W/ TRASHGVARD FOR 12" HOPE STORM MAIN
<br />EACH
<br />1.00
<br />5570.75
<br />23
<br />2503.541
<br />12" RC PIPE SEWER DES 3006 CO/
<br />17
<br />9000
<br />523.95
<br />000
<br />50.00
<br />10500
<br />54430.75
<br />24
<br />2503.541
<br />12" COAL WALL HOPE STORM SEWER
<br />17
<br />14000
<br />513.56
<br />0,00
<br />50.00
<br />50.00
<br />143.00
<br />16000
<br />52,65906
<br />54,115.20
<br />511791.36
<br />60,9]9,50
<br />25
<br />2503.541
<br />10" RC PIPE SEWER DES 3005 01111
<br />LF
<br />16000
<br />62572
<br />0.00
<br />26
<br />27
<br />2503541
<br />24" RC PIPE SEWER DES 3006
<br />LF
<br />LF
<br />39200
<br />150.00
<br />53008
<br />54657
<br />0:00
<br />0,00
<br />50.00
<br />50,00
<br />392.00
<br />150.00
<br />2503.541
<br />,CLIII
<br />30'000 PIPE SEWER DES 3000 CLIII
<br />28
<br />2503.541
<br />36' SWAN RC PIPE ARCH SEWER CL ILA
<br />LF
<br />ACH
<br />26300
<br />300
<br />56382
<br />6531,93
<br />0,00
<br />0,00
<br />50.00
<br />50.00
<br />26300
<br />200
<br />516784.66
<br />51.063.06
<br />29
<br />2503.602
<br />CONNECT TO EXISTING STORM SEWER
<br />30
<br />2503.602
<br />CONNECT 70 EXISTING STORM STRUCTURE
<br />'ACH
<br />2.00
<br />5064.91
<br />000
<br />80.0D
<br />2.00
<br />$1,32082
<br />J1
<br />2504.602
<br />ADJUST VALVE 80X
<br />ACH
<br />'ACH
<br />1400
<br />100
<br />584.80
<br />519520
<br />0.00
<br />0.00
<br />5000
<br />50,00
<br />7.00
<br />0.00
<br />5593.60
<br />50,00
<br />02
<br />2504.602
<br />"WATERMAIN FITTING" BOLT REPLACEMENT
<br />33
<br />2504602
<br />OFF6F.T WATERMAIN
<br />ACM
<br />2.00
<br />530]8.95
<br />0.00
<br />60.00
<br />2.00
<br />56157.90
<br />34
<br />2604 604
<br />WATERMAIN INSULATION
<br />SF
<br />96.00
<br />57,80
<br />0.00
<br />50.00
<br />200.00
<br />51 560.03
<br />36
<br />2500502
<br />CONS) DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X30'
<br />ACH
<br />4.00
<br />51 330.16
<br />0.00
<br />60.00
<br />4.00
<br />65 320.64
<br />36
<br />2506.502
<br />CONS) DRAINAGE STRUCTURE DESIGN 48 -4020
<br />'ACH
<br />ACH
<br />900
<br />2.00
<br />51,001,50
<br />62524.13
<br />0.00
<br />0.00
<br />0.00
<br />0.00
<br />80.00
<br />80.00
<br />4.00
<br />2.00
<br />56,406.00
<br />55,048.25
<br />37
<br />2506.502
<br />CONST DRAINAGE STRUCTURE DESIGN 004020
<br />38
<br />2506.502
<br />CONST DRAINAGE STRUCTURE DESIGN 1084020
<br />ACH
<br />ACH
<br />100
<br />15.00
<br />88,03000
<br />5554.51
<br />S0.00
<br />50.00
<br />1,00
<br />14.00
<br />58,039.00
<br />97%63.14
<br />39
<br />2506 622
<br />ADA/ST FRAME AND RING CASTING
<br />A0
<br />2511.502
<br />RANDOM RIP RAP CLASS IV
<br />CY
<br />6.00
<br />566.11
<br />0.00
<br />60.00
<br />6.00
<br />5396.66
<br />41
<br />2531.501
<br />CONCRETE CURB B GUTTER DESIGN 5616
<br />LF
<br />346000
<br />152.00
<br />6060
<br />544,50
<br />0.00
<br />0.00
<br />50.00
<br />50.00
<br />3315.00
<br />120.80
<br />00.%5
<br />528,50000
<br />95,375.80
<br />5444135
<br />42
<br />2531.50%
<br />CONCRETE DRIVEWAY PAVEMENT (0 "THICK)
<br />SY
<br />43
<br />2531.604
<br />CONCRETE VALLEY GUIYER (8 "THICK)
<br />5Y
<br />8000
<br />655.00
<br />0.00
<br />50.00
<br />44
<br />2531804
<br />CONCRETE PEDESTRIAN RAMP (6" THICK)
<br />5Y
<br />21.00
<br />53600
<br />0.00
<br />50,00
<br />000
<br />60.00
<br />45
<br />2531.010
<br />TRUNCATED DOMES
<br />SF
<br />8.00
<br />830.00
<br />0.00
<br />80.00
<br />000
<br />90.00
<br />63,60040
<br />60.00
<br />48
<br />2583.601
<br />TRAFFIC CONTROL
<br />L.
<br />1.00
<br />53,60000
<br />5100.00
<br />0,00
<br />0.00
<br />00.00
<br />60.00
<br />100
<br />0.00
<br />47
<br />2540.602
<br />INSTALL SALVAGED BOLLARD
<br />EACH
<br />4.00
<br />48
<br />2573.502
<br />SILT FENCE T776 MACHINE SLICED
<br />LF
<br />1095,00
<br />52,00
<br />0.00
<br />0.00
<br />60.00
<br />60.00
<br />1248.00
<br />5249000'
<br />49
<br />2573.520
<br />SEDIMENT REMOVAL BACKHOE
<br />HOURS
<br />5.00
<br />6160.00
<br />000
<br />50.00
<br />50
<br />2573.530
<br />INLET PROTECTION (WIN00)
<br />EACH
<br />1400
<br />5280.00
<br />0.00
<br />50.00
<br />13.00
<br />53640.00
<br />51
<br />25]3.530
<br />INLET PROTECTION (STRUCTURE W/0 CASTING)
<br />EACH
<br />13.00
<br />6160.00
<br />0.00
<br />50.00
<br />12.00
<br />52016.00
<br />52
<br />2573.802
<br />INLET SEDIMENT REMOVAL
<br />EACH
<br />27.00
<br />512996
<br />0.00
<br />5000
<br />6.00
<br />5749.76
<br />53
<br />2573.807
<br />ROCK CHECK DAM
<br />CY
<br />50.00
<br />530.00
<br />0.00
<br />50.00
<br />000
<br />50.00
<br />54
<br />2575.804
<br />SEEDING (TYPE 270)
<br />SY
<br />220000
<br />6083
<br />0.00
<br />5000
<br />3429.00
<br />52846.07
<br />SCHEDULE 2.0 'SPRUCE STREET «TOTAL 3000 6337.70011
<br />SCHEDULE 3.0 - CHANGE ORDERS
<br />1.00
<br />517,47204
<br />1.00
<br />51%4]204
<br />1
<br />SPEC
<br />CHANGE ORDER Xt
<br />LS
<br />1.00
<br />$17,4'72.04
<br />SCHEDULE 3,0- CHANGE ORDERS -- TOTAL. 617,47204 81%.4%2.04
<br />BID SUMMARY
<br />SCHEDULE 1.0- PINETREE PONDS - TOTAL
<br />SCHEDULE 2.0 . SPRUCE STREET - TOTAL
<br />SCHEDULE 3.0 - CHANGE ORDERS -- TOTAL
<br />TOTAL BID SUMMARY THIS PERIOD
<br />TOTAL BID SUMMARY TO DATE
<br />THIS PERIOD
<br />08,924.21
<br />60.00
<br />617,472.04
<br />526,396.31
<br />TOTALIQ DATE
<br />$503,568,00
<br />$337,780.11
<br />017,472,04
<br />0930,820.96
<br />AMOUNT EARNED
<br />AMOUNT RETAINED
<br />MATERIAL ON SITE
<br />MATERIAL DEDUCT.
<br />PREVIOUS PAYMENTS
<br />AMOUNT DUE
<br />TOTAL:THIS. PERIOD
<br />526396.31
<br />81,31982
<br />$0.00
<br />00 00
<br />825,076.50
<br />.TOTAL TO DATE
<br />8938,820.96
<br />840,941.05
<br />60.00
<br />60.00
<br />5066,803.41
<br />825,076.50
<br />3
<br />
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