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mot,
<br />20
<br />PROJECT ESTIMATE FOR
<br />+
<br />IMPROVEMENTS SCHEDULED TO BE COMPLETED IN
<br />1986
<br />is
<br />AREA A
<br />REDWOOD SHORES PARKWAY
<br />7
<br />�
<br />I.
<br />ROADWAY
<br />a. Right -of -Way
<br />f
<br />ITEM
<br />OUAITTITY
<br />UNIT
<br />DESCRIPTION
<br />UNIT PRICE
<br />,AMOUNT
<br />T
<br />1.
<br />7,1
<br />AC
<br />Strip site, dispose of debris
<br />$ 2,625.00
<br />S 18,63
<br />2.
<br />238,800
<br />SF
<br />Excavation and embankment
<br />0.34
<br />81,192.00
<br />3.
<br />153,000
<br />SF
<br />Subgrade and preparation
<br />0.10
<br />15,300.00
<br />4.
<br />6,140
<br />LF
<br />Type A curb and gutter
<br />9.80
<br />60,172.00
<br />:F
<br />S.
<br />98,700
<br />BF
<br />4" Asphalt concrete
<br />0.95
<br />93,765.00
<br />t:
<br />6.
<br />121,550
<br />SF
<br />2" AC overlay
<br />0.50
<br />60,775.00
<br />7.
<br />98,700
<br />SF
<br />22" Class 2 AB
<br />1.65
<br />162,855.00
<br />:r
<br />8.
<br />22,200
<br />SF
<br />S' Wide AC bike path
<br />1.50
<br />33,300.00
<br />N
<br />9.
<br />12,600
<br />SF
<br />4' Wide concrete sidewalk
<br />1.95
<br />24,570.00
<br />=
<br />10.
<br />12
<br />EA
<br />Handicap ramp
<br />185.00
<br />2,220.00
<br />11.
<br />6
<br />EA
<br />Survey monument
<br />135.00
<br />810.00
<br />12.
<br />30
<br />LF
<br />54" Storm drain
<br />149.00
<br />4,470.00
<br />13.
<br />480
<br />LF
<br />48" Storm drain
<br />144.00
<br />69,120.00
<br />14.
<br />315
<br />LF
<br />42" Storm drain
<br />140.00
<br />44,100.00
<br />15.
<br />8:0
<br />LF
<br />39" Storm drain
<br />135.00
<br />120,150,00
<br />16.
<br />220
<br />LF
<br />36" Storm drain
<br />131.00
<br />28,820.00
<br />17.
<br />16
<br />LF
<br />33" Storm drain
<br />108.00
<br />1,728.00
<br />18,
<br />55
<br />LF
<br />30" Storm drain
<br />104.00
<br />5,720.00
<br />19.
<br />92
<br />LF
<br />27" Storm drain
<br />81.00
<br />7,452.00
<br />'?
<br />300
<br />LF
<br />24" Storm drain
<br />77.00
<br />23,100.00
<br />21.
<br />180
<br />LF
<br />18" Storm drain
<br />46.00
<br />8,280.00
<br />22.
<br />495
<br />LF
<br />15" Storm drain
<br />40.00
<br />19,800.00
<br />;
<br />27.
<br />14
<br />EA
<br />Type i catch basin
<br />1,850.00
<br />25,900.00
<br />24.
<br />9
<br />EA
<br />Type II catch basin
<br />2,100.00
<br />18,900.00
<br />y,•1
<br />25.
<br />7
<br />EA
<br />Type II storm drain manhole
<br />2,200.00
<br />15,40n,g0
<br />26.
<br />9
<br />EA
<br />Storm drain plug
<br />150.00
<br />1,350.00
<br />.4 .a.7✓1
<br />27.
<br />3,465
<br />LF
<br />Utility duct hank
<br />55.00
<br />190,575.00-
<br />28,
<br />a
<br />EA
<br />Single atm cIu�Lrclier
<br />2,300.00
<br />18,400.00
<br />29.
<br />12
<br />EA
<br />Double arm electrolier
<br />3,100.00
<br />37,200.00
<br />7..
<br />30.
<br />3,200
<br />LF
<br />Lighting conduit and wire
<br />7.00
<br />22,400.00
<br />31.
<br />1
<br />EA
<br />Signalized intersection
<br />125,000.00
<br />125,000.00
<br />32.
<br />LOT
<br />LS
<br />Signing, striping, marking
<br />Lump Sum
<br />24,800.00
<br />T
<br />33.
<br />2
<br />EA
<br />Retention basin entrance structure
<br />10,500.00
<br />21,000.00
<br />34.
<br />2
<br />EA
<br />Major dewatering structure
<br />34,000.00
<br />68,000.00
<br />Total
<br />51,455,261.50
<br />28%
<br />Enuinecitng
<br />_61,942.00
<br />Total Construction Cost
<br />$1,717,210.00
<br />r
<br />1
<br />•� J'
<br />`
<br />50%
<br />of $1,717,210.00 or $858.605.00
<br />is
<br />District's responsibility the ocher
<br />50:
<br />is
<br />Redvond Shores, Inc.
<br />mot,
<br />
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