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CITY OF SANTA ANA
<br />PROPOSAL
<br />PROJECT NO.: 23-6627
<br />ROUSSELLE STREET FLOOD PROTECTION PROJECT
<br />Item
<br />Description
<br />Qty
<br />Unit
<br />Unit Price
<br />Amount
<br />17
<br />Modified Curl? Ramp per SPPWC Std.
<br />111-5, Case A Type 6
<br />i4o
<br />SF
<br />$100.00
<br />$1 000.00
<br />l8
<br />Curb Ramp per Caltrans Std. A88A,
<br />Case F
<br />140
<br />SF
<br />$100.00
<br />$14,000.00
<br />19
<br />Adjust Water Valve Frame and Cover to
<br />Grade per C.S.A. Std, 1410
<br />9
<br />EA
<br />$ 2,000.00
<br />$ 18,000.00
<br />20
<br />Adjust Manhole Frame and Cover to
<br />Grade per C.S.A. Std. 1201
<br />5
<br />EA
<br />$ 2,000.00
<br />$ 10,000.00
<br />21
<br />Interpretive Signage Per Detail G on
<br />Sheet QD-01
<br />1
<br />EA
<br />$ 5,000.00
<br />$ 5,000.00
<br />22
<br />Drought -Tolerant Landscape -Buffer
<br />1
<br />LS
<br />$ 20 000.00
<br />$ 20, 000.00
<br />23
<br />Construction Information Sign
<br />1
<br />EA
<br />$10,000.00
<br />$10,000.00
<br />24
<br />Project Acknowledgement Sign (Prop
<br />68 Grant)
<br />1.
<br />EA
<br />$10,000.00
<br />$10,000.00
<br />8' W x 7H RCB per Caltrans Std,
<br />25
<br />D83A and D83 B with Earthwork per
<br />1,295
<br />LF
<br />$
<br />$
<br />Caltrans Std. A62G
<br />1,700.00
<br />2,201,500.00
<br />10' W x 6' H RCB per Caltrans Std.
<br />26
<br />D83A and D83 B with Earthwork per
<br />50
<br />LF
<br />$
<br />$
<br />Caltrans Std. A62G
<br />2,600.00
<br />130,000.00
<br />27
<br />5'Transition ,Structure Single RCB to
<br />Single RCB per SPPWC Std. 343-2
<br />2
<br />EA
<br />$10,000.00
<br />$ 20,000.00
<br />28
<br />5' Transition Structure Single RCB to
<br />Single RCP per SPPWC Std, 342-2
<br />I
<br />EA
<br />$ 60,000.00
<br />$ 60, 000.00
<br />29
<br />Weir, 2' high, per Detail I on Sheet QD-
<br />D2
<br />1
<br />LS
<br />$10,000,00
<br />$10,000.00
<br />30
<br />Manhole per SPPWC Std. 323-2
<br />Without Reducer
<br />S
<br />EA
<br />$20,000.00
<br />$100,000.00
<br />31
<br />Junction Structure per SPPWC Std. 334-
<br />2, Case 2
<br />3
<br />EA
<br />' 12,000.00
<br />$ 36,000.00
<br />32
<br />18" RCP and Bedding per C.S.A. Std.
<br />1150
<br />5
<br />LF
<br />$ 500.00
<br />$ 2,500.00
<br />33
<br />24" RCP and Bedding per C.S.A. Std.
<br />11.50
<br />80
<br />LF
<br />$ 600.00
<br />$ 48, 000.00
<br />34
<br />Local Depression per C.S.A. Std. 305
<br />2
<br />EA
<br />$1 000 00
<br />$ 2,000.00
<br />35
<br />Catch Basin per SPPWC Std. 300-4
<br />with CPS Unit and Stenciling
<br />2
<br />EA
<br />$20,000.00
<br />$40,000.00
<br />36
<br />Monolithic Catch Basin Connection per
<br />SPPWC Std. 308-3
<br />1
<br />EA
<br />$20,000.00
<br />820,000,00
<br />37
<br />6.5' x 4' Contech Filterra or Approved
<br />Equal
<br />2
<br />EA
<br />$10,000.00
<br />$ 20,000.00
<br />38
<br />6' x 8' Contech Filterra or Approved.
<br />Equal
<br />1
<br />EA
<br />$50,000.00
<br />'50,000.00
<br />39
<br />6" PVC Pipe, Appurtenances, and
<br />Bedding per C.S.A. Std. 1150
<br />65
<br />1.
<br />LF
<br />$ 200.00
<br />$13, 000.00
<br />P-2 of P-20
<br />
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