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CITY OF SANTA ANA
<br />PROPOSAL
<br />PROJC,C1-140. 20-6965, ATI' S063(196) - STANDARD AVE IIIKEWAY PROM WARMER AV&'CO V0 81'
<br />PROJCC IN0.20.6962, KIP 5063(198) MCI AI)DJ?N e1VB BIK.1'i WAY PROM ilAItB01t BLVD'IO (11t,1ND AVE
<br />PROJECTNO 216707- STANDARD AVE PAVIMEN'rREHABR,iTAI'IONPROMWARNER AVE; IO2N°'S'1'
<br />PIto II!C')'NU.23.6709 M('PADDINAVEPAVINIINI'khllABR.FCA'IYONfT20MIIARBORDI.VD'I'OIAlltVIIiWS'C
<br />PROJECT NO. 19.6923-MCI'ADDI;N AV E PA VI NIl?N'I' RC HABIL1TA170N PROM I�AIRV11..kV Sl''I'O ItAI CI' $l'
<br />PRO,fECT NO.23.0706 — MCFADDtiN "r, PAV FMI-'N7' ILIIItAU11.J'rA'IION FROM RAI'fT ST 1'O GRAND AVIi
<br />Item
<br />Description
<br />Qty
<br />Chit
<br />llnit Price
<br />Amount
<br />22
<br />CONSTRUCT ALLEY APRON
<br />392
<br />SF
<br />$
<br />PER C.S.A. STD PLAN I I I I AND
<br />30.00
<br />DETAILS AS SHOWN ON
<br />11,760.00
<br />CONSTRUCTION DETAIL
<br />SHEETS.
<br />23
<br />CONSTRUCT PCC MEDIAN (4"
<br />1,71J0
<br />SF
<br />THICK)
<br />20.00
<br />34,000.00
<br />24
<br />CONSTRUCT 4" THICK
<br />28,1 11
<br />SF
<br />$
<br />$
<br />SIDEWALK PER C.S,A, STD
<br />14.00
<br />393,834.00
<br />PLAN 1104')
<br />25
<br />CONSTRUCT CROSS GUTTER
<br />9,291
<br />SF
<br />$
<br />$
<br />PER C.S,A. STD PLAN 1109
<br />28.00
<br />260,148.00
<br />26
<br />CONSTRUCTDRIVEWAY
<br />4,7.30
<br />SF
<br />$
<br />$
<br />APPROACH PER CAST, 1, PER
<br />C.S.A. STD. PLAN 1112 AND
<br />22,00
<br />104,060.00
<br />DETAILS PER PLANS, T=8"
<br />27
<br />DETECTABLE WARNING
<br />780
<br />SF
<br />$
<br />$
<br />SURFACE PERC.S,A. STD PLAN
<br />50.00
<br />39,000,00
<br />1122
<br />28
<br />INSTALL G"PVC PIPES
<br />I,340
<br />LF
<br />$
<br />$
<br />(LOCATION PER PLAN)
<br />120.00
<br />160,800.00
<br />29
<br />REMOVE EXISTING CATCH
<br />2
<br />LA
<br />$
<br />$
<br />BASIN AND CONFLICTING PIPE
<br />7,500.00
<br />7,600.00
<br />30
<br />FALSE CURB (MAPLE ST AND
<br />I
<br />EA
<br />MCFADDEN AVE)
<br />8,000.00
<br />8,000.00
<br />31
<br />CONSTRUCT JUNCTION
<br />2
<br />—EA
<br />$
<br />$
<br />STRUCTURE —PIPE TO PIPE
<br />5,500.00
<br />11,000.00
<br />(CASE I PER SPPWC332.2
<br />32
<br />CONSTRUCT JUNCTION
<br />I
<br />EA
<br />$
<br />$
<br />STRUCTURE —PIPE TO PIPE
<br />5,500.00
<br />5,500,00
<br />(CASE 2) PER SPPWC 332.2
<br />33
<br />CONSTRUCTJUNCTION
<br />2
<br />EA
<br />STRUCTURE— PIPE TO RCB
<br />7,000,00
<br />14,000,00
<br />PER SPPWC 333-2
<br />34
<br />CONSTRUCT CURB OPENING
<br />1
<br />EA
<br />$
<br />$
<br />CATC BASIN WITH
<br />GRATING(S) PER SPPWC 302-3
<br />14,000.00
<br />14,000.00
<br />(ONE GRATE
<br />35
<br />CONSTRUCT CATCH BASIN
<br />1
<br />EA
<br />$
<br />$
<br />TYPE "B" PER C.S.A. STD PLAN
<br />18,000.00
<br />18,000.00
<br />N0, 302 W=12'
<br />36
<br />CONSTRUCT CATCH BASIN
<br />1
<br />EA
<br />$
<br />$
<br />TYPE, "B" PER C.S.A. STD PLAN
<br />15,000.00
<br />15,000.00
<br />NO, 302 W=71)
<br />37
<br />CONSTRUCT CATCH BASIN
<br />I
<br />EA
<br />$
<br />TYPE "C" PER C.S.A STD PLAN
<br />13,000,00
<br />13,000.00
<br />NO.303 W=51)
<br />P-3 of P-29
<br />
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