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11
<br />PROTECT ESTIMATE
<br />FOR
<br />IMPROVEMENTS SCHEDULED TO BE COMPLETED IN 1983
<br />AREA E, UNIT 1
<br />tH
<br />e
<br />E+
<br />REDWOOD SHORES PARKWAY
<br />U
<br />I.
<br />ROADWAY
<br />W
<br />a. Right
<br />of Way
<br />F
<br />4
<br />ITEM
<br />QUANTITY
<br />UNIT
<br />DESCRIPTION
<br />UNIT PRICE
<br />AMO
<br />UNT
<br />1
<br />3.8
<br />AC
<br />Strip site, dispose of debris
<br />$2,625.00
<br />S 9,975.00
<br />aZ
<br />V1
<br />2.
<br />164,500
<br />SF
<br />Excavation and embankment
<br />0.34
<br />55,930.00
<br />W
<br />3.
<br />108,500
<br />SF
<br />Subgrade preparation
<br />0.10
<br />r
<br />10,650.00 r:
<br />p4.
<br />2,800
<br />LF
<br />Type A curb and gutter
<br />9.80
<br />27,440.UU
<br />H
<br />W
<br />5.
<br />2,600
<br />LF
<br />Type B curb and gutter
<br />8.75
<br />22,750.00 '
<br />6.
<br />79,000
<br />SF
<br />4" Asphalt concrete
<br />0.95
<br />75,050.00 �N
<br />0
<br />7•
<br />79,000
<br />SF
<br />8" Class 2 AS
<br />0.55
<br />43,450.00 •.
<br />0
<br />g.
<br />79,000
<br />SF
<br />10" Class 2 ASB
<br />0.60
<br />47,400.00
<br />9.
<br />11,200
<br />SF
<br />8' Wide AC bike path
<br />1.50
<br />16,800.00
<br />A
<br />10.
<br />5,600
<br />SF
<br />4' Wide concrete sidewalk
<br />1.95
<br />10,920.00
<br />rco
<br />11.
<br />4
<br />EA
<br />Handicap ramp
<br />185.00
<br />740.00
<br />U
<br />12.
<br />4
<br />EA
<br />Survey monument
<br />135.00
<br />540.00
<br />R'.
<br />13.
<br />162
<br />LF
<br />54" Storm drain
<br />149.00
<br />24,138.00 f
<br />14.
<br />642
<br />LF
<br />48" Storm drain
<br />144.00
<br />92.448.00 r�
<br />15.
<br />80
<br />LF
<br />42" Storm drain
<br />140.00
<br />11,200.00
<br />16.
<br />300
<br />LF
<br />36" Storm drain
<br />131.00
<br />39,300.00 �
<br />17.
<br />480
<br />LF
<br />27" Storm drain
<br />81.00
<br />38,880.90
<br />18.
<br />110
<br />LF
<br />24" Storm drain
<br />77.00
<br />8,4'70.00 ^t4
<br />19.
<br />80
<br />LF
<br />21" Storm drain
<br />63.00
<br />5,040.00
<br />20.
<br />140
<br />LF
<br />18" Storm drain
<br />46.00
<br />6,440.00
<br />21.
<br />100
<br />LF
<br />15" Storm drain
<br />40.00
<br />4,000.00
<br />22.
<br />4
<br />EA
<br />Type 1 catch basin
<br />1,850.00
<br />7,400.00
<br />23.
<br />7
<br />EA
<br />Type II catch basin
<br />2,100.00
<br />14,700.00
<br />24.
<br />1
<br />EA
<br />Type I Storm drain manhole
<br />2,100.00
<br />2,100.00
<br />25.
<br />1
<br />EA
<br />Type II storm drain manhole
<br />2,200.00
<br />2,200.00
<br />26.
<br />6
<br />EA
<br />Storm drain plug
<br />150.00
<br />900.00 l
<br />2'
<br />1,500
<br />LF
<br />Utility duct bank.
<br />55.00
<br />82,500.00 i
<br />28.
<br />1
<br />EA
<br />Fire alarm
<br />31850.00
<br />3,81M.00
<br />29.
<br />2,600
<br />LF
<br />Median landscaping s irrigation
<br />40.00
<br />104,000.00
<br />30.
<br />2
<br />EA
<br />Single arm electrolier
<br />2,300.00
<br />4,600.00
<br />31.
<br />5
<br />EA
<br />^,,able arm eluctrolier
<br />3,100.90
<br />15.500.00
<br />32.
<br />1,500
<br />LF
<br />Lighting conduit and wire
<br />7.00
<br />10,500.00
<br />33.
<br />LOT
<br />LS
<br />Signalized intersection
<br />i251000.00
<br />125,000.00
<br />34.
<br />LOT
<br />LS
<br />Signing, striping, marking
<br />Lump Sum
<br />12,160.00
<br />35.
<br />LOT
<br />LS
<br />Connect water tank 50
<br />Lump Sum
<br />3,120.00
<br />36.
<br />LOT
<br />LS
<br />Lagoon entrance structure
<br />Lump Sum
<br />10,400.00
<br />37.
<br />12,400
<br />CY
<br />Excavate interim channel
<br />4.35
<br />53,940.00
<br />38.
<br />12,400
<br />CY
<br />Condition excavated material
<br />1.6019,840.00
<br />39.
<br />1
<br />EA
<br />Dewatering structure (major)
<br />14,000.00
<br />34,000.00
<br />iutaL
<br />51,058,471.00
<br />189
<br />Engineering
<br />5190,525.00
<br />yr
<br />Total Constru:tion Cost
<br />$1,248,996.00
<br />
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