|
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<br />0090I0JA3i:CON11RAOTi
<br />dT9::
<br />PgRloo;: E:
<br />TOTALPR(CE
<br />C
<br />41 SPEC SEDIMENT REMOVAL BACKHOE HR 2.00
<br />42 SPEC BIOROLL LF 70.00
<br />43 SPEC GRADATION TEST,CLASS 5 r EACH 1.00
<br />44 SPEC PROCTOR TEST, CLASS 5 EACH 1.00
<br />45 SPEC PROCTOR TEST, CLASS 5 EACH 2.00 5138.60 0.00
<br />46 SPEC DENSITY TEST INPLACE EACH 10.00 546.20 1.00
<br />47 SPEC (CONCRETE TESTING EACH 2.00 5145.20 0.00
<br />48 5000 BITUMINOUS CORE DENSITY EACH 6.00 5100.00 0.00
<br />5140.00 0.00
<br />511.00 0.00
<br />5125.40 0.00
<br />5138.60 0.00
<br />SCHEDULE 4.0 - SAVAGE LANE -TOTAL
<br />50.00 0.00 $0.00
<br />50.00 72.00 5792.00
<br />50.00i 0.00 50 00
<br />50.00 0.00 50.00
<br />50.00 0.00 50.00
<br />546.20 5.00 5231.00
<br />50.00 1.00 '15.20
<br />50.00 0.00 50.00
<br />51.51428
<br />5125 400.26
<br />SCHEDULE 6.0 - LABORE ROAD
<br />1 2021.501 MOBILIZATION LS 1.00 r 5230000 000
<br />2 2104.501 REMOVE CONCRETE CURB AND GUTTER . LF 270.00 53.00 000
<br />3 2231.604 BITUMINOUS PATCH SPECIAL SY 85.00 528.00 0.00
<br />4 2232301 MILL BITUMINOUS PAVEMENT (2' DEEP) SY 2,850.00 $3 00 0.00 50.00 2,420.00 57,260 00
<br />5 2350 501 TYPE SP WEAR COURSE MIXTURE TON 500.00 547.50 0.00 50.00 429.26 520,389.85
<br />6 2504 602 ADJUST VALVE 90X EACH 3.00 5200.00 0.00 50,009 3.00 5600.00
<br />2506 522 ADJUST FRAME,RING AND CASTING EACH 4.00 5350.00 0.00 50.00 8.00 52,800.00
<br />2531.501 CONCRETE CURB 8, GUTTER DESIGN 0618 05 27000 513.50 0 00 50.00 471.00 56,350.50
<br />2563.601 TRAFFIC CONTROL LS 1.00 5500.00 0.00 50,00 1.00 550000
<br />10 2564.603 4" SOLID LINE VVHITE - EPDXY L LE _110000 5(132 000 50.00 0.00 50.00
<br />11 2564.603 4" DOUBLE SOLID LINE YELLOW- EPDXY LF 0,600,00 5065 0,00, 5000 0.00 50.00
<br />50 .00
<br />50 .00
<br />50 .00
<br />1.00
<br />47100
<br />83.00
<br />52,200.00
<br />11,19 00
<br />92.324,00
<br />7
<br />8
<br />SCHEDULE 6.0 LABORE ROAD - TOTAL 50.00 543.845 35
<br />SCHEDULE 5.0 SEXTANT AVENUE
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />$7,000.00
<br />0.00
<br />$0.00
<br />1.00
<br />S7,000.00
<br />2
<br />2104601
<br />REMOVE SEWER PIPE (STORM)
<br />LF
<br />70190
<br />$10.20
<br />a00
<br />6000
<br />48.00
<br />5489.60
<br />3
<br />2104.501
<br />1---
<br />REMOVECURBANDGUTTER
<br />LF
<br />85.00
<br />$2.20
<br />0.00
<br />50.00
<br />71.00
<br />515620
<br />4
<br />2104.503
<br />REMOV000NCR010PAO
<br />SF
<br />130.00
<br />$2.20
<br />0.00
<br />50.00
<br />40.00
<br />58820
<br />5
<br />2104.503
<br />RgMpMpsqIopgAy.00g9gI_
<br />SF
<br />245.00
<br />52.20
<br />0.00
<br />60.00
<br />200.00
<br />544a00
<br />6
<br />2104205
<br />EMOVE BITUMINOUS PAVEMENT
<br />SY
<br />_2,210.00
<br />$2.00
<br />0 00
<br />60.00
<br />2,21000
<br />51420.00
<br />7
<br />2104.509
<br />REMOVE SIGN
<br />EACH
<br />4.00
<br />6150.00
<br />0.00
<br />50.00
<br />4.00
<br />5600.00
<br />8_
<br />2104.511
<br />SAW CUT BITUMINOUS (FULL DEPTH)
<br />1,8
<br />17020
<br />$3.90
<br />0.00
<br />50.00
<br />66.00
<br />6257.40
<br />9
<br />2104.523
<br />SALVAGEMA 0100 X
<br />EACH
<br />900
<br />54.90
<br />0.00
<br />50.00
<br />8.00
<br />639 20
<br />10
<br />2105.501
<br />ICOMMON EXCAVATION (P)
<br />CY
<br />68100
<br />58.50
<br />DOG
<br />50.00
<br />680.00
<br />65,78000
<br />11
<br />2105.522
<br />ELECT GRANULAR BORROW (CV)
<br />CY
<br />85000
<br />510.00
<br />0.00
<br />50.00
<br />850.00
<br />5$600.00
<br />12
<br />2131.502
<br />CALCIUM CHLORIDE
<br />GAL
<br />1,000 00
<br />51.10
<br />0.00
<br />5000
<br />0.00
<br />MOO
<br />13
<br />2211.501
<br />GGREGATE BASE CLASS 5
<br />TON
<br />1,100.00
<br />515.90
<br />0.00
<br />50.00
<br />1,206.72,_ 519 186.85
<br />14
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT 1-
<br />SY
<br />35.00
<br />510.00
<br />0,00
<br />5299
<br />0.00
<br />5000
<br />15
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE
<br />TON
<br />24000
<br />547.50
<br />0.00
<br />50.00
<br />000
<br />$0.00
<br />16
<br />2350601
<br />TYPE SP VVEAR COURSE MIXTURE (DRIVEWAYL
<br />TON
<br />5.00
<br />5100.00
<br />0.00
<br />50.00
<br />16.83
<br />51,683.00
<br />17
<br />23501502
<br />TYPE SP NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />240.00
<br />546.50
<br />0 00
<br />$0.00
<br />235.59
<br />510,054.94
<br />18
<br />2411.609
<br />BOULDER RETAINING WALL
<br />SF
<br />180.00
<br />528 50
<br />100
<br />$0.00
<br />0.00
<br />50.00
<br />19
<br />2502002
<br />144NCH PERE PE PIPE DRAIN
<br />LF
<br />800.00 i,_ $12.501
<br />0.00
<br />50.00
<br />630.00
<br />57,875.00
<br />20
<br />2503.541
<br />r RC PIPE SEWER DES 3006 CLV
<br />LF
<br />28.00
<br />530.60
<br />0.00
<br />50.00
<br />28.00 5856.80
<br />21
<br />2503 541
<br />5" RC PIPE SEWER DES 3006, CLV
<br />LF
<br />32.00
<br />531.62
<br />0.00
<br />50.00
<br />32.00
<br />$1,011.84
<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 />513,623.12
<br />23
<br />2503602
<br />CONNECTTOEX9STO305TORMSEWER
<br />EACH
<br />2.00
<br />5359 04
<br />0.00
<br />$0.00
<br />2.00
<br />5718.08
<br />24
<br />2504.602
<br />ADJUST VALVE BOX
<br />EACH
<br />100
<br />$20000
<br />0.00
<br />50.00
<br />2.00
<br />5400.00
<br />25
<br />2506402
<br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24"X36
<br />EACH
<br />200
<br />52,04000
<br />0.00
<br />50.00
<br />200
<br />54080 00
<br />26
<br />2506.502
<br />ONST DRAINAGE STRUCTURE DESIGN 48-9020
<br />EACH
<br />3.00
<br />52 244.00
<br />0 00
<br />50.00
<br />300
<br />49,132.00
<br />27
<br />2506.516
<br />ASTING ASSEMBLY
<br />EACH
<br />1(10
<br />6250.00
<br />0.00
<br />50.00
<br />0 00
<br />50.00
<br />28
<br />2520501
<br />CONCRETE SIDEWALK (cr THICK)
<br />SF
<br />20.90
<br />5400
<br />0.00
<br />$0.00
<br />55.00 $220.00
<br />29
<br />2531.501
<br />00.9201011.0 CURB 8, GUTTER DESIGN 8618
<br />LF
<br />1,380.00
<br />$9.50
<br />0.00
<br />00.00
<br />1,359.00
<br />612,910.50
<br />30
<br />2530507
<br />CONCRETE ORIVEUVAY PAVEMENT
<br />SY
<br />25.00
<br />54900
<br />0.00
<br />50.00
<br />25.00
<br />51,00000
<br />31
<br />2531.507
<br />CONCRETE DRIVEWAY APRON (6' THICK).
<br />SY
<br />65.00
<br />540.00
<br />0.00
<br />5000
<br />61.00 52,440.00
<br />32
<br />2540.602
<br />9NSTALLSALVAGEDNWL9 ..
<br />EACH
<br />820
<br />5150.00 0.00
<br />$0.00
<br />8.00 51,200.00
<br />33
<br />2563.601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />moms aoo
<br />so.00
<br />1.00
<br />5500.00
<br />34
<br />2564.531
<br />F 8. I SIGN PANEL
<br />SF
<br />18.75
<br />53000
<br />0.00
<br />50.00
<br />18.75
<br />558125
<br />35
<br />2564.602
<br />F 8. I SIGN POST
<br />EACH
<br />1.00
<br />5100.00
<br />0.00
<br />50.001
<br />0.00 5000
<br />36
<br />2573.602
<br />SILT FENCE TYPE MACHINE SLICED
<br />LF
<br />330.00
<br />52.20 0.00
<br />50.00
<br />353.00 5776.60
<br />37
<br />2573630
<br />INLET PROTECTION IVVIMC0)_
<br />EACH
<br />8.00
<br />$175.00
<br />50.00
<br />7.00
<br />51,225.00
<br />38
<br />2573.530
<br />INLET PROTECTION (STRUCTURE W/O CASTING)
<br />EACH
<br />8.00
<br />.0.00
<br />5175.00 0.00
<br />50.00
<br />6.00
<br />$1,05000
<br />39
<br />2575.513
<br />MULCH MATERIAL
<br />CY
<br />36.00
<br />530.001 0 00
<br />50.00
<br />000
<br />50.00
<br />40
<br />SPEC
<br />RAIN WATER GARDENS
<br />EACH
<br />4.00
<br />5800.00
<br />0.00
<br />50.00
<br />2.00
<br />51,600.00
<br />41
<br />SPEC
<br />INLET SEDIMENT REMOVAL (VVIMCO)
<br />EACH
<br />16.00
<br />$100.00i
<br />0.00
<br />MOO
<br />8.00
<br />$800.00
<br />42
<br />SPEC
<br />SEDIMENT REMOVAL BACKHOE
<br />HR
<br />200
<br />5140.00
<br />0.00
<br />50.00
<br />000
<br />50.00
<br />43
<br />SPEC
<br />GRADATION TEST, CLASS 5
<br />EACH
<br />1 00
<br />512560
<br />0.00
<br />50.00
<br />1.00
<br />5125.90
<br />44
<br />,„„ SPEC
<br />PROCTOR TESI_CLASS 5
<br />EACH
<br />1.00
<br />5138.60
<br />0.00
<br />50.00
<br />1.00
<br />$138 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 50.00
<br />46
<br />SPEC
<br />DENSITY TEST, INPLACE
<br />EACH
<br />15.00
<br />596.20
<br />0.00
<br />50.00
<br />6.00 5277.20
<br />47
<br />SPEC
<br />CONCRETE TESTING
<br />EACH
<br />6.00
<br />5145.20
<br />0.00
<br />50.00
<br />3.00 5435.60
<br />48
<br />SPEC
<br />BITUMINOUS CORE DENSITY
<br />EACH
<br />12.00
<br />5100.00 0.00
<br />50.00
<br />7.95 5795 00
<br />SCHEDULE 5,0' SEXTANT AVENUE - TOTAL 50.00
<br />5120,967.17
<br />SCHEDULE 6.0 - LABORE ROAD
<br />1 2021.501 MOBILIZATION LS 1.00 r 5230000 000
<br />2 2104.501 REMOVE CONCRETE CURB AND GUTTER . LF 270.00 53.00 000
<br />3 2231.604 BITUMINOUS PATCH SPECIAL SY 85.00 528.00 0.00
<br />4 2232301 MILL BITUMINOUS PAVEMENT (2' DEEP) SY 2,850.00 $3 00 0.00 50.00 2,420.00 57,260 00
<br />5 2350 501 TYPE SP WEAR COURSE MIXTURE TON 500.00 547.50 0.00 50.00 429.26 520,389.85
<br />6 2504 602 ADJUST VALVE 90X EACH 3.00 5200.00 0.00 50,009 3.00 5600.00
<br />2506 522 ADJUST FRAME,RING AND CASTING EACH 4.00 5350.00 0.00 50.00 8.00 52,800.00
<br />2531.501 CONCRETE CURB 8, GUTTER DESIGN 0618 05 27000 513.50 0 00 50.00 471.00 56,350.50
<br />2563.601 TRAFFIC CONTROL LS 1.00 5500.00 0.00 50,00 1.00 550000
<br />10 2564.603 4" SOLID LINE VVHITE - EPDXY L LE _110000 5(132 000 50.00 0.00 50.00
<br />11 2564.603 4" DOUBLE SOLID LINE YELLOW- EPDXY LF 0,600,00 5065 0,00, 5000 0.00 50.00
<br />50 .00
<br />50 .00
<br />50 .00
<br />1.00
<br />47100
<br />83.00
<br />52,200.00
<br />11,19 00
<br />92.324,00
<br />7
<br />8
<br />SCHEDULE 6.0 LABORE ROAD - TOTAL 50.00 543.845 35
<br />
|