|
17E14
<br />:pw
<br />1E1 116
<br />:: ::-.:
<br />11111111111111111111111111)::111111:1111)111111111111111111111111111111111111111111111113R50WA100M5ACT11:11;H:111171I5ISER500
<br />ITEM: BES61100110N11:1:1:::::12.1:1:1:1A T:111111111
<br />1:10141511 111: (110T1.1111 111UNI0EBICE11
<br />1H111):
<br />11116/1141111111TOALERICE
<br />1.E0crpLirqprgE:
<br />1:1VOrET1: :1181TAL1PR00:
<br />0.00
<br />50,00
<br />1.00
<br />56 000.00
<br />2
<br />2101.501 CLEARING
<br />SF
<br />34
<br />2531.501
<br />CONCRETE CURB 8 GUTTER DESIGN 0618
<br />LF
<br />1 008.00
<br />59.50
<br />0.00
<br />50.00
<br />0.00
<br />50,00
<br />35
<br />2531.007
<br />CONCRETE DRIVEWAY APRON (CHICK)
<br />SY
<br />' EACH
<br />65.00
<br />9.00
<br />540.00
<br />5150.00
<br />0.00
<br />0,00
<br />50 00
<br />50.00
<br />0.00
<br />0.00
<br />50.00
<br />50.00
<br />36
<br />2540.602
<br />INSTALL SALVAGED MAILBOX
<br />37
<br />2563,601
<br />TRAFFIC CONTROL
<br />LS
<br />1.00
<br />$1 000 00
<br />BOO
<br />50.00
<br />400
<br />51 000.00
<br />38
<br />2564 531
<br />F & I SIGN PANEL
<br />SF
<br />02.50
<br />530.00
<br />0-00
<br />50.00
<br />0.00
<br />80.00
<br />39
<br />2564.602
<br />F & I SIGN POST
<br />EACH
<br />2.00
<br />5100.00
<br />0.00
<br />50.00
<br />0,00
<br />50.00
<br />40
<br />2564.536
<br />INSTAU. SALVAGED SI0N
<br />EACH
<br />1.00
<br />5150.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />41
<br />2573.502
<br />SILT FENCE TYP0 MACH! E SLICED
<br />L#
<br />30.00
<br />52.20
<br />0.00
<br />5020
<br />0.00
<br />20.00
<br />42
<br />2573.530
<br />INLET PROTECTION (VVIMCO)
<br />EACH
<br />5.00
<br />5175.00
<br />0,00
<br />50.00
<br />3,00
<br />5525.00
<br />43
<br />2573.530
<br />INLET PROTECTION (STRUCTURE MITO CASTING)
<br />EACH
<br />5.00
<br />5175.00
<br />0.00
<br />50.00
<br />4.00
<br />5700.00
<br />44
<br />2575.513
<br />MULCH MATERIAL
<br />CY
<br />15.00
<br />910.00
<br />0.00
<br />50 00
<br />0.00
<br />50.00
<br />45
<br />SPEC
<br />RAINWATER GARDENS
<br />EACH
<br />1.00
<br />5800.00
<br />0.00
<br />50.00
<br />0.00
<br />50,00
<br />46
<br />SPEC
<br />INLET SEDIMENT REMOVAL LVVIMECB___
<br />EACH
<br />20.00
<br />5100.00
<br />3.00
<br />5300.00
<br />3.00
<br />_5300,00
<br />50.00
<br />47
<br />SPEC
<br />SEDIMENT REMOVAL BACKHOE
<br />HR
<br />2.00
<br />5140.00
<br />0.00
<br />50.00
<br />0.00
<br />48
<br />SPEC
<br />GRADATION TEST CLASS 5
<br />EACH
<br />1,00
<br />5125.40
<br />0.00
<br />50,00
<br />0.00
<br />50.00
<br />49
<br />SPEC
<br />PROCTOR TEST CLASS 5
<br />EACH
<br />1.00
<br />5138.60
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />50
<br />SPEC
<br />PROCTOR TEST
<br />06000
<br />2.00
<br />5138.60
<br />0,00
<br />50.00
<br />1.00
<br />5038.60
<br />51
<br />SPEC
<br />DENSITY TEST, INPLACE
<br />EACH
<br />00.00
<br />546.20
<br />4.00
<br />518420
<br />9.00
<br />5415.80
<br />52
<br />SPEC
<br />CONCRETE TESTING
<br />EACH
<br />2.00
<br />9145 20
<br />0.00
<br />90 .00
<br />0.00
<br />50.00
<br />53
<br />SPEC
<br />BITUMINOUS CORE DENSITY
<br />EACH
<br />6.00
<br />5000.00
<br />0.00
<br />50 .60
<br />0.00
<br />50.00
<br />SCHEDULE 3.0 • MORRISON STREET - TOTAL 57.046,80 556,604,70
<br />SCHOU! 840 SAVAGE LANE
<br />1
<br />2021.501 181081LIZATION
<br />LS
<br />TOO
<br />56 500,00
<br />0.00
<br />50,00
<br />1.00
<br />56 000.00
<br />2
<br />2101.501 CLEARING
<br />SF
<br />0000.00
<br />51.00
<br />0.00
<br />50.00
<br />0000.00
<br />51 000.00
<br />3
<br />2101,506 GRUBBING
<br />SF
<br />0000.00
<br />51.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />4
<br />2104.501
<br />REMOVE SEWER PIPES
<br />LI
<br />90.00
<br />650.20
<br />0.00
<br />$0.00
<br />170.00
<br />51 015.00
<br />5
<br />2104.501
<br />REMOVE CURB AND GUTTER
<br />LF
<br />35.00
<br />52,20
<br />GOO
<br />5020
<br />5700
<br />5125.40
<br />6
<br />2104.503
<br />REMOVE CONCRETE SIDEWALK
<br />SF
<br />25.00
<br />52.20
<br />0.00
<br />50.00
<br />40.00
<br />sumo
<br />7
<br />2104.505
<br />REMOVE BITUMINOUS PAVEMENT
<br />SY
<br />4000.00
<br />52.00
<br />0.00
<br />50.00
<br />4100.00
<br />58 200.00
<br />8
<br />2104.509
<br />REMOVE SIGN
<br />EACH
<br />6.00
<br />580.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />9
<br />2104.511
<br />SAW CUT BITUMINOUS (FULL DEPTH)
<br />LF
<br />100.00
<br />53.901 79.00
<br />5308.10
<br />79.00
<br />5308.10
<br />10
<br />2104.523
<br />SALVAGE MAILBOX
<br />EACH
<br />5.00
<br />5150.00 0.00
<br />50.00
<br />5,00
<br />5750,00
<br />11
<br />2105,501
<br />COMMON EXCAVATION 0
<br />CY
<br />I 393.00
<br />38.50
<br />too
<br />50.00
<br />1205.00
<br />510 922.50
<br />12
<br />2105.521
<br />SELECT GRANULAR BORROW (CW
<br />CY
<br />840.00
<br />510.00
<br />0.00
<br />10.00
<br />040.00
<br />10400.00
<br />13
<br />2131.502
<br />4CALCIUM CHLORIDE GAL
<br />'000.00
<br />$1,10
<br />0.00
<br />50.00
<br />0.00
<br />60.00
<br />14
<br />2211.501
<br />AGGREGATE BASE CLASS 5 TON
<br />1 100.00
<br />615.90
<br />272,42
<br />54 331,48
<br />0505.57
<br />523 938.56
<br />15
<br />2232.501
<br />MILL BITUMINOUS PAVEMENT SY
<br />35.00
<br />06.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />16
<br />2350.501
<br />TYPE SP WEAR COURSE MIXTURE TON
<br />350.00
<br />547.50
<br />0.00
<br />50.00
<br />0.00
<br />50 .00
<br />17
<br />2350,501
<br />RSE MIXTURE (DRIVEWAY)
<br />TYPE SP WEAR COURSE
<br />r TON
<br />10.00
<br />5100.00
<br />3.12
<br />5302.00
<br />3.02
<br />5312.00
<br />18
<br />2350,502
<br />TYPE SP NON WEARING COURSE MIXTURE (BASE)
<br />TON
<br />350.40
<br />546.50
<br />360.40
<br />516 204.07
<br />310.41
<br />606,294.07
<br />19
<br />2411.804
<br />BOULDER RETAINING WALL
<br />SF
<br />. 180.00
<br />528.00
<br />0.00
<br />50.00
<br />0.00
<br />50.00
<br />20
<br />2501.511
<br />15' CM PIPE CULVERT
<br />I F
<br />38 00
<br />570 40 n CM 0000
<br />1000
<br />577820
<br />21
<br />2501,515
<br />15"014 PIPE APRON
<br />66 05
<br />2.00
<br />5129.54 0.00 60.00
<br />2.00
<br />5259.08
<br />22
<br />2502.541
<br />4-INCH 8008 80 PIPE DRAIN
<br />LF
<br />600.00
<br />512.50 0.00 50.00
<br />200.00
<br />52 500.00
<br />23
<br />2503 541
<br />12' RC PIPE SEWER DES 3006 CLV
<br />LF
<br />38.00
<br />540.80 0.00 50.00
<br />73.00
<br />62,070.40
<br />24
<br />2503 541
<br />15' RC PIPE SEWER DES 3006 CLV
<br />LF
<br />132,00
<br />541.82
<br />0.094
<br />90 .00
<br />28.00
<br />51,170.96
<br />25
<br />2503 602
<br />0088001 10 EXISTING STORM SEWER
<br />EACH
<br />2.00
<br />5359.041
<br />0.00
<br />50.00
<br />2.00
<br />5718.08
<br />26
<br />2504 602
<br />ADJUST VALVE 80X
<br />EACH
<br />3.00
<br />5180.00 0.00 50,00
<br />0.00
<br />50.00
<br />27
<br />2506.602
<br />CONST DRAINAGE STRUCTURE SPECIAL (27' DIA) EACH
<br />2.00
<br />51975.74 0.001 90,00
<br />2,00
<br />53 951.48
<br />28
<br />2521.501
<br />CONCRETE SIDEWALK (4' THICK) SF
<br />1 25.00
<br />54.00
<br />00101 90,00
<br />20,00
<br />580.00
<br />29
<br />2531.501
<br />CONCRETE CURB & GUTTER DESIGN 8618
<br />LF
<br />145.00
<br />59.50
<br />0.00 50.00
<br />180.00
<br />56 750.00
<br />30
<br />2531,501
<br />CONCRETE CURB & GUTTER DESIGN 0624
<br />0.8
<br />430.00
<br />510.001 0.00
<br />90 .00
<br />428.00
<br />64 494 00
<br />31
<br />2531.507
<br />CONCRETE DRIVEWAY APRON 6" THICK
<br />50 .00
<br />10.00
<br />5400.00
<br />32
<br />2540.602
<br />INSTALL SALVAGED MAILBOX 1 EACH
<br />5.00
<br />5150.00
<br />5.00
<br />5750.00
<br />5.00
<br />5750.00
<br />33
<br />2563.601
<br />TRAFFIC CONTROL 1 LS
<br />1.00
<br />5500.00 0.00
<br />50.00
<br />0.00
<br />8500.00
<br />34
<br />2564.531
<br />F & I SIGN PANEL SF
<br />45.50
<br />531.00 0.00
<br />90,00
<br />0.00
<br />50.00
<br />30
<br />2564.602
<br />F & I SIGN POST EACH
<br />2.00
<br />580.00 0.00
<br />50,00
<br />0,00
<br />50.00
<br />38
<br />1 3573.502
<br />SILT FENCE TYPE MACHINE SLICED LF
<br />365.00
<br />12.20 0.00
<br />50.00
<br />283.00
<br />5622.60
<br />37
<br />2573.530
<br />INLET PROTECTION (WIMCO EACH
<br />3.00
<br />5176.001 BOO
<br />50.00
<br />2.00
<br />5350,00
<br />38
<br />2575.513
<br />MULCH MATERIAL CY
<br />25.00
<br />530.00 0.00
<br />50.00
<br />0.00
<br />50.00
<br />39
<br />SPEC
<br />RAIN WATER GARDENS EACH
<br />1 3.00
<br />5800.00 0.00
<br />50.00
<br />0.00
<br />40.00
<br />40
<br />SPEC
<br />INLET SEDIMENT REMOVAL (WIMCO) EACH
<br />20.00
<br />5100.00 0.00
<br />50.00
<br />0.00
<br />60,00
<br />41
<br />SPEC
<br />SEDIMENT 80501)61 06000000 HR
<br />2.00
<br />5140.00 0.00
<br />50.00
<br />0.00
<br />50.00
<br />42
<br />SPEC
<br />1
<br />BIOROLL
<br />70.00
<br />511,00 0.00
<br />50.00
<br />0.00
<br />50.00
<br />43
<br />SPEC
<br />GRADATION TEST CLASS 5
<br />ETSF
<br />1 EACH
<br />1.00
<br />5125.40 0.00
<br />50.00
<br />0.00
<br />50.00
<br />44
<br />SPEC
<br />PROCTOR TEST. CLASS 5
<br />" EACH
<br />0.00
<br />5138.60 0.00
<br />50,00
<br />0.00
<br />50.00
<br />45
<br />SPEC
<br />PROCTOR TEST, CLASS 5 I EACH
<br />2.00
<br />5138,60 0.00
<br />50.00
<br />0.00
<br />90.00
<br />46
<br />SPEC
<br />DENSITY TEST INPLACE 1 EACH
<br />10.00
<br />546.20 2.001 592,40
<br />2.00
<br />592.40
<br />47
<br />SPEC
<br />CONCRETE TESTING 1 EACH
<br />2.00
<br />5145.20
<br />59J
<br />50.00
<br />1.00
<br />5145.20
<br />1
<br />,,,,,ft
<br />48
<br />SPEC
<br />BITUMINOUS CORE DENSITY
<br />1 EACH
<br />1 6.00
<br />5100.00 0.00 30.00
<br />0.00
<br />50.00
<br />SCHEDULE
<br />4.0 'SAVAGE LANE - TOTAL 522,088.04 5100.151.63
<br />$CTIEOUI E S 0 SEXTANT AVENUE
<br />1
<br />2021,501 11408I0,IZATION
<br />)
<br />1 LS ' 1.00 5700.01 0.001 50.00
<br />1.00
<br />57000.00
<br />2
<br />2104201 I
<br />REMOVE SEWER PIPE (STORM)
<br />. LE I 76.00 1 510.201 0.001 50.00
<br />48.00
<br />5486.60
<br />3
<br />2104 501
<br />[REMOVE 01)08 680 GUTTER
<br />1 LF
<br />85,00 1 52.201 0.000 50.00
<br />71.00
<br />9156.20
<br />4
<br />2104 503 [REMOVE CONCRETE PAD
<br />1 58
<br />130.00 1 52.201
<br />40,001 588.00
<br />40.001 588.00
<br />
|