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62
<br />EXHIBIT B
<br />Public Improvements
<br />Consistent with the grading and utility plans, dated January 4, 2012 (as revised by the
<br />City Engineer's letter dated January 9, 2012) on file with the City and the following
<br />description:
<br />Autumn Vvoods Phase 2 Oramage rnVro'rements
<br />Project Numbef: 0162660
<br />Iter No
<br />Descr,ption
<br />Units
<br />Quantity
<br />Unit P, ce Tota'
<br />Pr ce
<br />Aotunto Woods
<br />St. Anthmry
<br />2021.501
<br />LAOBILI2ATION
<br />WIvIP SUM
<br />I
<br />S10,000 cc
<br />110,00000Hs�-
<br />55,500.00
<br />0.45
<br />x4,50000
<br />2101.50'_
<br />CLEARING
<br />TREE
<br />3
<br />$30000
<br />5900.00
<br />10.00
<br />3
<br />590000
<br />2101.507
<br />GRUBBING
<br />TREE
<br />3
<br />$20000
<br />5600.00
<br />"DAO
<br />3
<br />5600.00
<br />2104.50:
<br />REMOVE CURB AND GUTTER
<br />LIN FT
<br />40
<br />5300
<br />$120.00
<br />$120.00
<br />0
<br />so 00
<br />2104.505
<br />REA'OVE B:-UIvIINOUS PA'iEt.AENT
<br />SQ YD
<br />365
<br />'350
<br />51.27750
<br />515750
<br />320
<br />;1,120.00
<br />2104.513
<br />SAWING BITUMINOUS PAVEMENT{FJLL DEP-W
<br />LIN FT
<br />110
<br />5650
<br />571500
<br />$39000
<br />50
<br />$325.00
<br />2104.601
<br />CLEANUP
<br />LUMP SUM
<br />$1,000.00
<br />11,00000
<br />5550.00
<br />0.45
<br />$45000
<br />2105.50'-
<br />COMMON EXCAVATION 1P:
<br />CU i0
<br />160
<br />11500
<br />52,f0O0C
<br />575000
<br />110
<br />51,650.00
<br />2105.525
<br />TOPSOIL BORRO'f/ ILVI
<br />Cu YD
<br />290
<br />116 50
<br />54,785 00
<br />53,362.50
<br />BS
<br />51,402 50
<br />2123.61
<br />STREET SWEEPER tWll 4 P�CI:UP BPOOFIl
<br />HOUR.
<br />10
<br />5130.00
<br />$1.300.00
<br />5715.00
<br />1565.00
<br />2211.501
<br />AGGREGATE BASE CLASS S
<br />TON
<br />120
<br />522.50
<br />52,700.00
<br />0
<br />$0.00
<br />120
<br />52,70000
<br />2331.601
<br />BITUMINOUS D PIPENi A', PA'JEMEN'
<br />SQ'!D
<br />140
<br />55200
<br />S7,220 00
<br />45
<br />52,34000
<br />95
<br />54,94000
<br />25033.541
<br />15' RC PIPE SE'VIER DESIGN 3006 CLASS V
<br />LIN FT
<br />SCO
<br />532.00
<br />11a.56000
<br />580
<br />538,560.00
<br />0
<br />50.00
<br />2503.602
<br />CONNECT INTO EXISTING DRAINAGE STRUCTURE
<br />EACH
<br />$1,25000
<br />51,250.00ro
<br />11,250.00
<br />0
<br />5000
<br />2505.601
<br />U7M7V COORDNATION
<br />LUIIIP SUM
<br />S1,C0000
<br />51.000.00
<br />$55000
<br />0.45
<br />$45000
<br />2506.501
<br />CONSTRUCT ORAS FIAGE STRUCTURE DESIGN 48-4020
<br />LIN FT
<br />13 5
<br />5250.00
<br />53,375 00
<br />13,375.00
<br />0
<br />Woo
<br />2506.502
<br />CONSTRUCT CRAINAGE STRUCTURE DES:GN H
<br />EACH
<br />51,500 00
<br />S1,5000051,500.00
<br />05000
<br />2506.502
<br />CONSTRUCT DRAINAGE STRUCTURE OESiGN SPECIAL 1
<br />EACH
<br />51,750.00
<br />51,750.0051,75000
<br />0
<br />5000
<br />2506602
<br />CASTING ASSE`t BLY ICATCHBAS'W
<br />EACH
<br />3
<br />$500.00
<br />51,50000
<br />11,100.00
<br />O
<br />$0.00
<br />2531.501
<br />CONCRETE CURB & GUTTER DES ION 8612
<br />LIN FT
<br />40
<br />22.50
<br />S90000
<br />590000
<br />0
<br />50.00
<br />2531.501
<br />CONCRETE CURB & GUTTER DESIGN 8624
<br />UN FT
<br />960
<br />518.00
<br />517,280.00
<br />So 00
<br />960
<br />$17,2"00.00
<br />2531.5076'
<br />CONCRETE DRIVEWAY PAVEMENT
<br />SQ'eo
<br />30
<br />552.00
<br />$1.560.00
<br />50.00
<br />30
<br />51,560.00
<br />2563.601
<br />TRAFFIC CONTROL
<br />LUMP SUM
<br />1
<br />51,000.00
<br />S1,DO0.00
<br />0.55
<br />555000
<br />0.45
<br />$450.00
<br />2573.53
<br />STORM DRAIN INLET PROTECTION
<br />EACH
<br />1
<br />5150.00
<br />1150.00
<br />$150 00
<br />0
<br />50.00
<br />2575.505
<br />SODDING TYPE FUNERAL'H:GHLANDj
<br />5Q YD
<br />1,350.00
<br />54.25
<br />55,737 50
<br />450
<br />$4,037 50
<br />400
<br />53 J00.00
<br />2575.535WATER
<br />;T URf E57ABUSHMEN71
<br />ImGALLONS
<br />150
<br />$2000
<br />53,00000
<br />105
<br />$2,10000
<br />45
<br />590000
<br />2575601
<br />TURF ESTABLISHMENT MAINTENANCE
<br />JLUMP SUM
<br />1
<br />$2,500.00
<br />$2,500.00
<br />0 7
<br />51,750.00
<br />0.3
<br />575000
<br />SUBTOTAL
<br />101b CONTINGENCY
<br />TOTAL PROJECT COST 1
<br />594,140.00
<br />$9,42000
<br />5303,560.00
<br />551,877.50
<br />542,262.50
<br />$5,190.00
<br />54,230.00
<br />557,067.50
<br />$46,492.50
<br />
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