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ORIGISJAI. 008709001 63105 P09000
<br />C. DIJLE3 ,,OjR8O 5 RE
<br />SCHEDULE 2.0 ROSE LANE
<br />1
<br />1
<br />2021.501
<br />1.0 0
<br />7-
<br />$10,000.001
<br />MOBILIZATION
<br />LS
<br />0.00
<br />50.00
<br />190
<br />510,000.00
<br />2
<br />2101.507
<br />GRUB
<br />TREE
<br />2.00
<br />5375.00
<br />0.00
<br />50.00
<br />5.00
<br />51872.00
<br />3
<br />2104.501
<br />REMOVE SEWER PIPE (STORM)
<br />LF
<br />26.00
<br />$10.20
<br />0.00
<br />60.00
<br />46.00
<br />6469.20
<br />4
<br />2104.503
<br />REMOVECONCRETE DRIVEWAY PAVEMENT
<br />SF
<br />1,90000
<br />0220
<br />0.00
<br />$9.00
<br />1_00
<br />aR7.40
<br />5
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY _3,10000
<br />6200
<br />0.00
<br />50.00
<br />3,100.00
<br />56,200.00
<br />6
<br />2104.500
<br />EMOVE SIGN I_
<br />EACH
<br />4.00
<br />6100.00
<br />0.00
<br />50.00
<br />4.00
<br />8400.00
<br />7
<br />2104.511
<br />SAW CUT BITUMINOUS (FULL DEPTH)
<br />LF
<br />99.00
<br />5310
<br />51.00
<br />5198.90
<br />51.00
<br />5198.90
<br />8
<br />2104.513
<br />SAW0UTCQNQREThff9.0EPTH)
<br />LF
<br />172.00
<br />$490
<br />900
<br />80.00
<br />312.00
<br />51,528.80
<br />9
<br />2104.523
<br />5ALVAGE MAILBOX
<br />EACH
<br />0600
<br />513590
<br />0.00
<br />50.00
<br />14.00
<br />51,89000
<br />10
<br />2105301
<br />OMMON EXCAVATIONR)
<br />CY
<br />98390
<br />$8.50
<br />000
<br />50.00
<br />98300
<br />68,355.50
<br />11
<br />2131 502
<br />CALCIUM CHLORIDE
<br />GAL
<br />I 000.00
<br />51.10
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />12
<br />2211.501
<br />A0GR000IEBASECLASSS
<br />TON
<br />1,400.00
<br />515.90
<br />9.00
<br />5.0.00
<br />155891
<br />521,60897
<br />13
<br />)32.501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />3690
<br />56.00
<br />0 00
<br />50.00
<br />900
<br />5000
<br />14 2350.501
<br />YPE SP WEAR COURSE MIXTURE
<br />TON
<br />325.00
<br />547.50
<br />0.00
<br />5800
<br />090
<br />5000
<br />15
<br />2350.501
<br />TYPE SP VVEAR COURSE MIXTURE (DRIVEWAY)
<br />TON
<br />15.00
<br />6100.00
<br />0.00
<br />50.00
<br />37.81
<br />53,781.00
<br />16
<br />2359502
<br />TYPE SP NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />325.00
<br />54950
<br />090
<br />59.00
<br />286.83
<br />513 33790
<br />17 2411.604
<br />BOULDER RETAINING WALL
<br />SF
<br />270.00
<br />528.50
<br />0.00
<br />50.00
<br />61.00
<br />51,738.50
<br />18
<br />2502.541
<br />-INCH PERF PE PIPE GRAIN
<br />LO
<br />1,30010
<br />$12.50
<br />0.00
<br />50.00
<br />moo
<br />580
<br />19
<br />2503.541
<br />2" RC PIPE SEWER DES 3006,CLV
<br />LF
<br />96.00
<br />530.60
<br />020
<br />5090
<br />9600
<br />52,937.60
<br />20
<br />2503.541
<br />5" RC PIPE SEWER DES 3006. CLV
<br />LF
<br />515.00
<br />531.62
<br />0.00
<br />50.00
<br />510.00
<br />516,126.20
<br />21
<br />2503.802
<br />CONNECTTOEXISTINGSTORMSEW . 8
<br />EACH
<br />1.00
<br />S350.04
<br />000
<br />$0.00
<br />1.00
<br />5359.04
<br />22
<br />2509802
<br />ADJUST VALVE BOX
<br />EACH
<br />1.00
<br />5180.00
<br />0.00
<br />50.00
<br />1.00
<br />5180.00
<br />23
<br />2504.602
<br />" CURB STOP AND 80X
<br />EACH
<br />1.00
<br />S370.26
<br />0.00
<br />5090
<br />0.00
<br />50.00
<br />24
<br />2504.602
<br />OFFSET WATERMAIN
<br />EACH
<br />1.00
<br />54,080.00
<br />0.00
<br />5090
<br />0.00
<br />54,080.00
<br />25
<br />2504.603
<br />" TYPE K COPPER PIPE
<br />LF
<br />40.00
<br />$21.42
<br />0.00
<br />50.001
<br />900
<br />SO 00
<br />26
<br />2506.502
<br />CONST DRAINAGE STRUCTURE DESIGN SPECIAL 24"X38
<br />EACH
<br />3.00
<br />51836.00
<br />900
<br />$0.00
<br />3.00
<br />55,508.00
<br />27
<br />2506102
<br />ONST DRAINAGE STRUCTURE DESIGN 48)4020 EACH
<br />510
<br />$2,142.00
<br />000
<br />5090
<br />500
<br />510,710.00
<br />28
<br />2506.516
<br />ASTING ASSEMLY B
<br />EACH
<br />4.00
<br />5250.00
<br />0.00
<br />$0.00
<br />L 3.00
<br />5750.00
<br />29
<br />2521.501
<br />ONCRETE SIOEWALK,W THICK)
<br />SF
<br />140.00
<br />$4.00
<br />0.00
<br />50.00
<br />180.00
<br />$720.00
<br />30
<br />2531.501
<br />ONCRETE CURB 9 GUTTER DESIGN 86I8
<br />i_
<br />I LE
<br />1,870.00
<br />59.50
<br />0.00
<br />50.00
<br />1 810.00
<br />517,195.00
<br />31
<br />2531.507
<br />CONCRETE DRIVEWAY PAVEMENT SY
<br />230.00
<br />S40.00
<br />0.00
<br />50.00
<br />223.10
<br />55924.00
<br />32
<br />2531.507
<br />!CONCRETE DRIVEVVAY APRON (1"41ICK)
<br />SY
<br />145.00
<br />S40.00
<br />0.00
<br />$0.00
<br />235.40
<br />59.490
<br />33
<br />2531.604
<br />81 CONCRETE VALLEY GUTTER
<br />SY
<br />25.00
<br />0.00
<br />50.00
<br />21.00
<br />$924.00
<br />34
<br />2540.602
<br />INSTALL SALVAGED MAILBOX
<br />EACH
<br />15.00
<br />..$44.00
<br />5135.00
<br />0.00
<br />50.00
<br />14.00
<br />35
<br />2563.601
<br />TRAFFIC CONTROL
<br />LS
<br />190
<br />5190040
<br />0.00
<br />50.00.
<br />1.00
<br />,,,filf,A0.00
<br />11900.00
<br />38
<br />2564.531
<br />F 8 I SIGN PANEL
<br />SF
<br />17.50
<br />531.00
<br />000
<br />5000
<br />17.50
<br />5542.50
<br />37
<br />2564.902
<br />F 8 I SIGN POST
<br />EACH
<br />1.00
<br />510900
<br />010
<br />50.00
<br />0.00
<br />99.00
<br />38
<br />2573.502
<br />SILT FENCE TYPE MACHINE SLICED
<br />LF
<br />150.00
<br />52.20
<br />0.00
<br />5000
<br />0.00
<br />50.00
<br />39
<br />2579030
<br />INLET PROTECTION myco)
<br />EACH
<br />900
<br />517900
<br />0.00
<br />50.00
<br />9.00
<br />51575.00
<br />40
<br />2573.530
<br />INLET PROTECTION (STRUCTURE W/O CASTING)
<br />EACH
<br />9.00
<br />S175.00
<br />090
<br />80.00
<br />8.00
<br />51,40900
<br />41
<br />2579.513
<br />[MULCH MATERIAL
<br />CY
<br />25.00
<br />S30.00
<br />25.00
<br />5750 00
<br />25.00
<br />5750.00
<br />42
<br />I SPEC
<br />I RAIN WATER GARDENS
<br />EACH
<br />5.00
<br />999800
<br />900
<br />SO 00
<br />6.00
<br />$4,809.00
<br />43
<br />SPEC
<br />INLET SEDIMENT REMOVAL ONIMCO)
<br />EACH
<br />18.00
<br />5100.00
<br />0.00
<br />$000
<br />1000
<br />51,000.00
<br />44
<br />SPEC
<br />GRADATION TES_T, CLASS 5
<br />EACH
<br />1.00
<br />5125.40
<br />0.00
<br />50.00
<br />1.00
<br />5125.40
<br />45
<br />SPEC
<br />PROCTOR TEST CLASS 5
<br />EACH
<br />1.00
<br />$138.60
<br />900
<br />$0.00
<br />0.00
<br />50.00
<br />46
<br />SPEC
<br />PROCTOR TESLCLASS 5
<br />EACH
<br />2.00
<br />0.00
<br />50.00
<br />0.00
<br />$0.00
<br />47
<br />SPEC
<br />DENSITY TEST, INPLACE
<br />EACH
<br />15.00
<br />_$M3.60
<br />$49.20
<br />0.00
<br />$090
<br />4.00
<br />5184.80
<br />48
<br />SPEC
<br />CONCRETE TESTING
<br />EACH
<br />800
<br />514920
<br />0.00
<br />MOO
<br />0.00
<br />50.00
<br />49
<br />SPEC
<br />BITUMINOUS CORE DENSITY
<br />EACH
<br />6.00
<br />510000
<br />i___
<br />000 50.00
<br />0.00
<br />50.00
<br />SCHEDULE
<br />2.0- ROSE
<br />LANE - TOTAL 5948.90 6174,90560
<br />C. DIJLE3 ,,OjR8O 5 RE
<br />1
<br />2021.501
<br />MOBILIZATION
<br />LS
<br />1.00
<br />513 500.00
<br />900
<br />50.00
<br />--- 05650000
<br />2
<br />2101.501
<br />CLEARING
<br />SF
<br />1.200.00
<br />$0.00
<br />-10.00
<br />$1,200.0
<br />3
<br />2101.506
<br />GRUBBING
<br />SF
<br />1.19000
<br />_4549
<br />stoo
<br />.,94p,
<br />o.00
<br />so.00
<br />0,090.80
<br />500 910!
<br />4
<br />2104.501
<br />REMOVE SEWER PIPESSIORM)
<br />LF
<br />22.00
<br />$1920
<br />aoa
<br />59.00
<br />WOO
<br />51610
<br />5
<br />2104.501
<br />REMOVE CURB AND GUTTER
<br />LF
<br />95.00
<br />52.20
<br />0 00
<br />S0.00
<br />85.00
<br />$1840
<br />6
<br />2104.503
<br />latEMOVE CONCRETE DRIVEWAY PAVEMENT
<br />SF
<br />155.00
<br />62.20
<br />0.00
<br />50.00
<br />21600
<br />5475.20
<br />7
<br />2104.503
<br />EMOVE CONCRETE SIDEWALK
<br />SF
<br />2000
<br />$2.20
<br />0.00
<br />50.00
<br />31.00
<br />$8820
<br />8
<br />2104.505
<br />99.540VE BITUMINOUS PAVEMENT
<br />SY
<br />190010
<br />52.0
<br />0.00
<br />5800
<br />1,90000
<br />S3,800.00
<br />9
<br />2104.509
<br />REMOVES10N
<br />EACH
<br />4.00
<br />580.00
<br />900
<br />$0.00
<br />400 8320.00
<br />10
<br />2104.511
<br />AW CUT BITUMINODDLFULL DEPT
<br />LF
<br />190.00
<br />53.9
<br />900
<br />$0.00
<br />124.00,,.443,9Q
<br />11
<br />11104.513
<br />SAWQYI.PONORETE (FULL DEPTH)
<br />LF
<br />24.00
<br />54.9
<br />0.00
<br />$0.00
<br />30.00 5147.00
<br />12
<br />2104.523
<br />SALVAGE MAILBOX
<br />EACH
<br />9.00
<br />5150.00
<br />0.00
<br />50.00
<br />700 51 050.00
<br />13
<br />2104.523
<br />SALVAGESIGN
<br />EACH
<br />0.00
<br />5150.00
<br />0.00
<br />50.00
<br />100 5150.00
<br />14
<br />2105 501
<br />OMMON EXCAVATION1P)
<br />CY
<br />657.00
<br />58.50
<br />0.00
<br />MOO
<br />407.00 53gfi,50
<br />15
<br />2131.502
<br />CALCILJMOHL080E
<br />GAL
<br />70900
<br />5000
<br />0.00
<br />$0.00
<br />0.00 $0.00
<br />16
<br />2211.501
<br />AGGREGATE BASE CLASS 5
<br />TON
<br />mom
<br />$1590
<br />9.00
<br />$0.00
<br />583.23
<br />17
<br />2232501
<br />MILL BITUMINOUS PAVEMENT
<br />SY
<br />5Z00
<br />56.00
<br />090
<br />5000
<br />39.00
<br />,9.1,999.36
<br />5234 00
<br />18
<br />2350.501
<br />YPE SP WEAR COURSE MIXTURE
<br />TON
<br />179.00
<br />$41,50
<br />0.00
<br />40.00
<br />23 65
<br />51,123.38
<br />19
<br />2359501
<br />TYPE SP WEAR COURSE MIXTURE (DRIVEWAY)
<br />TON
<br />20.00
<br />5100.00
<br />0.00
<br />59.00
<br />21 00 $2,1001.0
<br />20
<br />2350 502
<br />TYPE SP NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />546.50
<br />0.00
<br />50 00
<br />172.07
<br />58,001.26
<br />21
<br />I 2411 604
<br />!MODULAR BLOCK RETAINING WALL
<br />SF
<br />...j7800
<br />630 00
<br />526.50
<br />090
<br />5000
<br />70500
<br />529402.50
<br />22
<br />t 2411.604
<br />BOULDER RETAINING WALL
<br />SF
<br />180.00
<br />528 50
<br />0.00
<br />50.00
<br />0.00 50.00
<br />23
<br />I 2502.541
<br />4,INCH PERE PE PIPE DRAIN
<br />LF .
<br />500.00
<br />511,50
<br />0.00
<br />$0.00
<br />000
<br />50.00
<br />
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