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ITEM
<br />NO.
<br />ITEM
<br />DESCRIPTION
<br />ORIGINAL CONTRACT
<br />UNIT (STY. UNIT PRICE.
<br />THIS PERIOD
<br />QTY. TOTAL PRICE
<br />TOTAL TO DATE
<br />QTY. TOTAL PRICE
<br />10
<br />2104.603
<br />ABANDON STORM MAIN
<br />LF 322.00
<br />5.89
<br />19000
<br />01.149.10
<br />19000
<br />11,119,10
<br />11
<br />2105501
<br />COMMON EXCAVATION (?)
<br />CY 2.45100
<br />5.04
<br />0,00
<br />50.00
<br />2451.00
<br />512,35304
<br />TOPSOIL BORROW
<br />CY 230.00
<br />21.00
<br />0.00
<br />50,00
<br />60.00
<br />51.26000
<br />12
<br />2105525
<br />DEWATERING
<br />LS 1.00
<br />4,725,00
<br />0.00
<br />50.00
<br />1.00
<br />54.72500
<br />13
<br />14
<br />2105601
<br />2123.610
<br />EXPLORATORY DIG
<br />EACH 2.00
<br />53.246.00
<br />1.623.00
<br />0.00
<br />50.00
<br />2.00
<br />15
<br />2131.502
<br />CALCIUM CHLORIDE
<br />GAL 2.00000
<br />150
<br />0,00
<br />50.00
<br />0.00
<br />50.00
<br />16
<br />2211.501
<br />AGGREGATE BASE CLASS 5 / CLASS 7
<br />'1004 4.150,00
<br />6.15
<br />0.00
<br />50.00
<br />4563.81
<br />26 067,41
<br />17
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY 400.00
<br />073
<br />000
<br />00.00
<br />0.00
<br />00.00
<br />15
<br />2360.501
<br />TYPE SPWE03408 WEAR COURSE MIX.
<br />TON 040.00
<br />65.27
<br />0.00
<br />5000
<br />0,00
<br />5000
<br />19
<br />2360501
<br />TYPE SPWE83400 WEAR COURSE MIX .(DRIVEWAY /LOTS)
<br />TON 180.00
<br />95.32
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />20
<br />2360.501
<br />TYPE SPNW03308 NON WEARING COURSE MIX.
<br />TON 640,00
<br />64,01
<br />0.00
<br />5000
<br />67895
<br />543459.59
<br />21
<br />2300.501
<br />TYPE SPNWB3308 NON WEARING COURSE MIX. (DRIVEWAY&
<br />TON 120.00
<br />107.24
<br />0.00
<br />50.00
<br />16500
<br />5176940
<br />TRASHGUARD FOR 12' HOPE STORM MAIN
<br />EACH 100
<br />570.75
<br />0.00
<br />50.00
<br />1.00
<br />5570.75
<br />22
<br />23
<br />2501802
<br />2503.541
<br />CMP FES W/
<br />12" RC PIPE SEWER DES 3006 CLV
<br />LF 90.00
<br />23.95
<br />0.00
<br />00.00
<br />185.00
<br />54.43070
<br />24
<br />2503.541
<br />12" DUAL WALL I'IDPE STORM SEWER
<br />LF 14800
<br />16.56
<br />0.00
<br />5000
<br />143.00
<br />526540
<br />25
<br />2503.541
<br />18" RC PIPE SEWER DES 3006 CL311
<br />1.0 160.00
<br />25,72
<br />0.00
<br />50.00
<br />16000
<br />54 115 20
<br />2G
<br />2503.541
<br />24" RC PIPE SEWER DES 3000. 0101
<br />10 392.00
<br />30.06,
<br />0.00
<br />50.00
<br />39200
<br />5117913
<br />27
<br />2503.541
<br />30" RC PIPE SEWER DES 3006, CL 111
<br />LF 150.00
<br />4653
<br />0.00
<br />50.00
<br />150.00
<br />56.970.5
<br />28
<br />1503.541
<br />36" SPAN RC PIPE ARCH SEWER CL PA
<br />LF 26300
<br />63.82
<br />0.00
<br />50.00
<br />263.00
<br />516.784.66
<br />29
<br />2503.602
<br />CONNECT TO EXISTING STORM SEWER
<br />EACH 3.0D
<br />531.93
<br />0.00
<br />50.00
<br />2.00
<br />51,063.06
<br />30
<br />2503.602
<br />CONNECT TO EXISTING STORM STRUCTURE
<br />EACH 2,00
<br />66491
<br />0.00
<br />50.00
<br />2.00
<br />51.32982
<br />31
<br />2504.602
<br />ADJUST VALVE SOX
<br />EACH 14.00
<br />04.80
<br />0.00
<br />50.00
<br />7.00
<br />05020
<br />32
<br />2504.602
<br />"WATERMAIN FITTING" BOLT REPLACE NT
<br />EACH 1.00
<br />195,28
<br />0.00
<br />50.00
<br />0.00
<br />50.0
<br />33
<br />2509,602
<br />OFFSET WATERMAIN
<br />EA0H 200
<br />3076.95
<br />0.00
<br />0000
<br />2.00
<br />56.157.90
<br />34
<br />254.604
<br />WATERMAIN INSULATION
<br />SF 9800
<br />7.80
<br />0.00
<br />50.00
<br />200.00
<br />51,56000
<br />35
<br />2506.502
<br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 -X38"
<br />EACH 9.0D
<br />1330.16
<br />0.00
<br />00.00
<br />4.00
<br />$5.3206
<br />36
<br />2506 502
<br />CONST DRAINAGE STRUCTURE DESIGN 40-4020
<br />EACH 4.00
<br />1.601.50
<br />0,00
<br />50.00
<br />4.00
<br />56,406.0
<br />37
<br />2506.502
<br />CONST DRAINAGE STRUCTURE DESIGN 604020
<br />EACH 2.00
<br />2,524.13,
<br />0.00
<br />50.00,
<br />2,00
<br />05.040.2
<br />38
<br />2566,502
<br />CONST DRAINAGE STRUCTURE DESIGN 1084020
<br />EACH 1.00
<br />0,039.0D
<br />0.00
<br />00.00
<br />1.00
<br />00039011
<br />39
<br />2506.522
<br />ADJUST FRAME AND RING CASTING
<br />EACH 15.00
<br />554,51
<br />0.00
<br />50.00
<br />19.00
<br />02763.1
<br />90
<br />2511.502
<br />RANDOM RIP RAP CLASS IV
<br />CY 6.00
<br />66.11
<br />0.00
<br />50.00
<br />8.08
<br />0395.6
<br />41
<br />2531.501
<br />CONCRETE CURB 80077648 DESIGN 8618
<br />LF 3490.00
<br />8.60
<br />0.00
<br />5000
<br />3315.00
<br />028.509,00
<br />42
<br />2531.507
<br />CONCRETE DRIVEWAY PAVEMENT (0' THICK)
<br />SY 152.00
<br />44.50
<br />0,00
<br />50.00
<br />12080
<br />553756
<br />43
<br />2531.604
<br />CONCRETE VALLEY GUTTER 8" THICK
<br />SY 80.00
<br />55.00
<br />0.00
<br />50.00
<br />80.75'
<br />54,4412
<br />44
<br />2531.604
<br />CONCRETE. PEDESTRIAN RAMP (5" THICK)
<br />5Y 21,00
<br />36.00
<br />0.00
<br />50.00
<br />0,00
<br />50.00
<br />45
<br />2531 618
<br />TRUNCATED DOMES
<br />8.00
<br />3000
<br />0.00
<br />60.00
<br />0.00
<br />6000
<br />46
<br />2563.601
<br />TRAFFIC CONTROL
<br />® 1.00
<br />3.600,00
<br />0.00
<br />50,00
<br />1.00
<br />53.60000
<br />47
<br />2540.602
<br />INSTALL SALVAGED BOLLARD
<br />EACH 4.00
<br />100.00
<br />000
<br />50.00
<br />0.00
<br />50.00
<br />48
<br />2573.502
<br />SILT FENCE TYPE MACHINE SLICED
<br />LF 1645.00
<br />2.00
<br />0,00
<br />00.00
<br />1240.00
<br />0249800
<br />49
<br />2573.520
<br />SEDIMENT REMOVAL BACKHOE
<br />HOURS 500
<br />16000
<br />0.00
<br />5000
<br />0.00
<br />50.0
<br />60
<br />2573.530
<br />INLET PROTECTION WIM00
<br />EACH 19.00
<br />280,00
<br />0.00
<br />00.00
<br />13.00
<br />03640.00
<br />51
<br />2573.530
<br />INLET PROTECTION (STRUCTURE W/0 CASTING)
<br />80014 1300
<br />168.00
<br />0.00
<br />50.00
<br />12.00
<br />52,016.00
<br />52
<br />2573.602
<br />INLET SEDIMENT REMOVAL
<br />EACH 27,03
<br />124.96
<br />0.00
<br />0000
<br />6.00
<br />5749.76
<br />53
<br />2573.607
<br />ROCK CHECK DAM
<br />CY 50,00
<br />30.00
<br />0.00
<br />50.00
<br />000
<br />00.00
<br />54
<br />2575.604
<br />SEEDING (TYPE 270)
<br />SY 220000
<br />0.83
<br />3429.00
<br />52846.07
<br />342900
<br />02.0480'
<br />SCHEDULE 2,0• SPRUCE STREET .. TOTAL 63.955.17 5297,75002
<br />BID SUMMARY
<br />SCHEDULE 1.0 - PINETREE PONDS • TOTAL
<br />SCHEDULE 2.0- SPRUCE STREET - TOTAL
<br />TOTAL BID SUMMARY THIS PERIOD
<br />TOTAL BID SUMMARY TO DATE
<br />THIS PERIOD
<br />$90,875.19
<br />63,965.17
<br />$94,840.36
<br />TOTAL TO OAf,E.
<br />5544,058.55
<br />$297,750.02
<br />$842,700.57
<br />AMOUNT EARNED
<br />AMOUNT RETAINED
<br />MATERIAL ON SITE
<br />MATERIAL DEDUCT.
<br />PREVIOUS PAYMENTS
<br />AMOUNT DUE
<br />TOTAL THIS PERIOD
<br />$94,890.36
<br />$4,742.02
<br />$0.00
<br />$0.00
<br />590,090 34
<br />TOTAL TO DATE
<br />$842,708.57
<br />$42,135,43
<br />$0.00
<br />50.00
<br />$710.474.80
<br />$90,098.34
<br />3
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