|
ITEM
<br />NO.
<br />SPEC
<br />REF,
<br />ITEM DESCRIPTION
<br />UNIT
<br />ORIGINAL CONTRACT
<br />QTY. UNIT PRICE
<br />THIS PERIOD
<br />QTY. TOTAL PRICE
<br />TOTAL TO DATE
<br />QTY. TOTAL PRICE
<br />0.00
<br />60.00
<br />1.00
<br />52,200.00
<br />2
<br />6
<br />, 2104.505 REMOVE BITUMINOUS PAVEMENT
<br />i SY
<br />2210.00
<br />32.001 0.00
<br />50.00
<br />2.210.00
<br />5442000
<br />7
<br />2104.509 !REMOVE SIGN
<br />EACH
<br />4.00
<br />3150.00
<br />0.00
<br />30.00
<br />4.00
<br />3600.00
<br />8
<br />2104.511
<br />SAW CUT BITUMINOUS (FULL DEPTH)
<br />LF
<br />170.00
<br />33.90
<br />0.00
<br />30.00
<br />66.00
<br />3257.40
<br />9
<br />2104.523
<br />SALVAGE MAILBOX
<br />EACH
<br />8.00
<br />34.90
<br />0.00
<br />50.00
<br />8.00(
<br />539.20
<br />10
<br />2105.501
<br />COMMON EXCAVATION (P)
<br />.,,
<br />680.00
<br />$8.50
<br />0.00
<br />30.00
<br />680.00 35.780.00
<br />11
<br />2105.522
<br />SELECT GRANULAR BORROW (CV)
<br />CY
<br />850.00
<br />510.00
<br />0.00
<br />50.00
<br />850.001 58.500.00
<br />12
<br />2131.502
<br />CALCIUM CHLORIDE
<br />GAL
<br />1.000.00
<br />31.10
<br />0.00
<br />50.00
<br />0.00 50.00
<br />13
<br />2211.501
<br />AGGREGATE BASE CLASS 5
<br />I TON
<br />1.10000
<br />515.90
<br />0.00
<br />50.00
<br />1206 .721 519,186.85
<br />14
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />35.00
<br />510.00
<br />22.00
<br />3220.00
<br />22.00 3220.00
<br />15
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE
<br />TON
<br />240.00
<br />547.50
<br />230.92
<br />510,968.70
<br />230.92 310.968.70
<br />16
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE (DRIVEWAY)
<br />TON
<br />5.00
<br />3100.00
<br />0.00
<br />50.00
<br />16.83
<br />61,683.00
<br />17
<br />2350,502
<br />TYPE SP NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />240.00
<br />546.50
<br />0.00
<br />50,00
<br />235.59
<br />510,954.94
<br />18
<br />2411.604
<br />BOULDER RETAINING WALL
<br />SF
<br />180.00
<br />828.50
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />19
<br />2502.602
<br />4 -INCH PERF PE PIPE DRAM
<br />LF
<br />800.00
<br />312.50
<br />0.00
<br />50.00
<br />630.00
<br />57,875.00
<br />20
<br />2503.541
<br />12" RC PIPE SEWER DES 3006, CLV
<br />LF
<br />28.00
<br />530.60
<br />0.00
<br />50.00
<br />28.00
<br />5856.80
<br />21
<br />2503.541
<br />15" RC PIPE SEWER DES 3006, CLV
<br />LF
<br />32.00
<br />331.62
<br />0.00
<br />30.00
<br />32.00
<br />51,011.84
<br />22
<br />2503.541
<br />16" PVC C905 STORM MAIN
<br />LF
<br />252.00
<br />554.06
<br />0.00
<br />50.00
<br />252.00
<br />$13,623.12
<br />23
<br />2503,602
<br />CONNECT TO EXISTING STORM SEWER
<br />EACH
<br />2.00
<br />5359,04
<br />0.00
<br />50.00
<br />2.00
<br />5718,08
<br />24
<br />2504.602
<br />ADJUST VALVE 80X
<br />EACH
<br />1.00
<br />3200.00
<br />-1.00
<br />- 8200.00
<br />1.00
<br />5200.00
<br />25
<br />2506.502
<br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24 "X36"
<br />EACH
<br />2.00
<br />32.040.00
<br />0.00
<br />50.00
<br />2.00
<br />54,080,00
<br />26
<br />2506.502
<br />CONST DRAINAGE STRUCTURE DESIGN 48 -4020
<br />EACH
<br />3.00
<br />52,24400
<br />0.00
<br />30.00
<br />3.00
<br />56,73200
<br />27
<br />2506.516
<br />CASTING ASSEMBLY
<br />EACH
<br />1.00
<br />3250.00
<br />1.00
<br />625000
<br />1.00
<br />6250.00
<br />28
<br />2521.501
<br />CONCRETE SIDEWALK (4 " THICK)
<br />SF
<br />20.00
<br />54.00
<br />0.00
<br />50.00
<br />55.00
<br />3220.00
<br />29
<br />2531.501
<br />CONCRETE CURB & GUTTER DESIGN 8618
<br />LF
<br />1,380.00
<br />59.50
<br />0.00
<br />$000
<br />1,35900
<br />612.91050
<br />30
<br />2531.507
<br />CONCRETE DRIVEWAY PAVEMENT
<br />SY
<br />25.00
<br />540.00
<br />0.00
<br />50,00
<br />25.00
<br />51.000.00
<br />31
<br />2531.507
<br />CONCRETE DRIVEWAY APRON (6 " THICK)
<br />SY
<br />65.00
<br />540,00
<br />0.00
<br />50.00
<br />61.00
<br />62,440.00
<br />32
<br />2540.602
<br />INSTALL SALVAGED MAILBOX
<br />EACH
<br />8.00
<br />3150.00
<br />0.00
<br />50.00
<br />8.00
<br />61,200.00
<br />33
<br />2563.601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />5500.00
<br />0.00
<br />50.00
<br />1.00
<br />5500.00
<br />34
<br />2564.531
<br />F & I SIGN PANEL
<br />SF
<br />18.75
<br />$31.00
<br />0.00
<br />50.00
<br />18.75
<br />5581.25
<br />35
<br />2564.602
<br />F & I SIGN POST
<br />EACH
<br />1,00
<br />5100.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />36
<br />2573.602
<br />SILT FENCE TYPE MACHINE SLICED
<br />LF
<br />330.00
<br />62.20
<br />0.00
<br />50.00
<br />353.00
<br />577660
<br />37
<br />2573.530
<br />INLET PROTECTION (WIMCO)
<br />EACH
<br />8.00
<br />$175.00
<br />0.00
<br />50.00
<br />7.00
<br />51.22500
<br />38
<br />2573.530
<br />INLET PROTECTION (STRUCTURE W/0 CASTING)
<br />EACH
<br />8.00
<br />6175.00
<br />0.00
<br />50.00
<br />6.00
<br />51,050.00
<br />39
<br />2575.513
<br />MULCH MATERIAL
<br />CY
<br />36.00
<br />630.00
<br />9.00
<br />6270.00
<br />9.00
<br />3270.00
<br />40
<br />SPEC
<br />RAIN WATER GARDENS
<br />EACH
<br />4.00
<br />6800.00
<br />0.00
<br />50.00
<br />2.00
<br />$1,600.00
<br />41
<br />SPEC
<br />INLET SEDIMENT REMOVAL (WIMCO)
<br />EACH
<br />16.00
<br />5100.00
<br />0.00
<br />50.00
<br />8.00
<br />5800.00
<br />42
<br />SPEC
<br />SEDIMENT REMOVAL BACKHOE
<br />HR
<br />2.00
<br />5140.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />43
<br />SPEC
<br />GRADATION TEST. CLASS 5
<br />EACH
<br />1.00
<br />5125.40
<br />0.00
<br />50.00
<br />1.00
<br />5125.40
<br />44
<br />SPEC
<br />PROCTOR TEST. CLASS 5
<br />EACH
<br />1.00
<br />6138.60
<br />0.00
<br />50.00
<br />1.00
<br />5138.60
<br />45
<br />SPEC
<br />PROCTOR TEST. CLASS 5
<br />EACH
<br />2.00
<br />5138.60
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />46
<br />SPEC
<br />DENSITY TEST, INPLACE
<br />EACH
<br />15.00
<br />546.20
<br />1.00
<br />$46.20
<br />700
<br />5323.40
<br />47
<br />SPEC
<br />CONCRETE TESTING
<br />EACH
<br />6.00
<br />5145.20
<br />0.00
<br />50.00
<br />3.00
<br />6435.80
<br />48
<br />SPEC
<br />BITUMINOUS CORE DENSITY
<br />EACH
<br />12.00
<br />5100.00
<br />1.15
<br />5115.00
<br />9.10
<br />5910.00
<br />SCHEDULE 5,0 - SEXTANT AVENUE - TOTAL 511,669.90 5132.637.07
<br />SCHEDULE 6,0 - LABQ,lF RQAD
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />52,200.00
<br />0.00
<br />60.00
<br />1.00
<br />52,200.00
<br />2
<br />2104.501
<br />REMOVE CONCRETE CURB AND GUTTER
<br />LF
<br />270.00
<br />53.00
<br />0.00
<br />50.00
<br />471.00
<br />51,413.00
<br />3
<br />2231.604
<br />BITUMINOUS PATCH SPECIAL
<br />SY
<br />85.00
<br />32800
<br />000
<br />50.00
<br />83.00
<br />52,324.00
<br />4
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT (2" DEEP)
<br />5Y
<br />2,850.00
<br />53.00
<br />0,00
<br />50.00
<br />2,420.00
<br />57,260.00
<br />5
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE
<br />TON
<br />500.00
<br />347.50
<br />0.00
<br />50.00
<br />429.26
<br />520,389.85
<br />6
<br />2504.602
<br />ADJUST VALVE BOX
<br />EACH
<br />3.00
<br />5200.00
<br />0.00
<br />80.00
<br />3.00
<br />550000
<br />7
<br />2506.522
<br />ADJUST FRAME, RING AND CASTING
<br />EACH
<br />4,00
<br />5350.00
<br />0.00
<br />50,00
<br />8.00
<br />52,80000
<br />8
<br />2531.501
<br />CONCRETE CURB & GUTTER DESIGN 8618
<br />LF
<br />270.00
<br />513.50
<br />0.00
<br />50.00
<br />471.00
<br />56,358.50
<br />9
<br />2563,601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />5500.00
<br />0,00
<br />50.00
<br />1.00
<br />5500.00
<br />10
<br />2564.603
<br />4" SOLID LINE WHITE - EPDXY
<br />LF
<br />3,200,00
<br />50.32
<br />2,592.00
<br />5925.44
<br />2,892.00
<br />5925.44
<br />11
<br />2564.603
<br />4" DOUBLE SOLID LINE YELLOW - EPDXY
<br />LF
<br />1600,00
<br />50.65
<br />1.590.00
<br />51,033.50
<br />1,590.00
<br />61,033.50
<br />SCHEDULE 6.0 - LABORE ROAD -- TOTAL 31,958.94 545,604.29
<br />
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