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Senla Ana Zno S(OWIVJai?r (,e1)1Wn and Dwc.r Jan I1Tcj€r,I (Project k24 6604). 67ddlr�g n,,I U?02025 2:flO I' 1 O'DT) EXHIBIT A P,inlod IO'30, 2075
<br />Itemp ', item Code ;type'
<br />Item Description
<br />UOM
<br />QTY
<br />Unit Price
<br />Llne Total
<br />Response Comment
<br />old Items
<br />56,3821620,00
<br />t ',,
<br />As -Built Plans
<br />LS
<br />t
<br />$5,000.OD
<br />! $5,000.00
<br />Yes
<br />2
<br />Potholing (As -Needed)"
<br />EA
<br />.5
<br />53,000.OD
<br />515,000A0
<br />Yes
<br />a
<br />:Clearing and Grubbing
<br />r LB
<br />t
<br />$675,00D.00
<br />! 5675,00D.00
<br />Yes
<br />4
<br />UnciasslRed Excavatlonand Export
<br />6Y
<br />640
<br />$40.00
<br />$248,000.00
<br />,Yes
<br />Removal Of Existing UtUltles
<br />r LS
<br />t
<br />535,000.OD
<br />; $35,000.00
<br />; Yes
<br />6
<br />Cold Milling (2"Max)
<br />SF
<br />9700
<br />'', $1.SD
<br />if $13.650.00
<br />Yes
<br />7
<br />Asphalt Concrete (HMA)
<br />'. TON
<br />_ $25
<br />$210,00
<br />'. $173,250.00
<br />, Yes
<br />i8
<br />Crack Repair and Emulsion Aggregate Slurry
<br />;SF
<br />15000
<br />$3.00
<br />$45.000.00
<br />Yes
<br />9
<br />PCCSIdewalkper C.5,A.5td.1104
<br />- SF
<br />_ 4500
<br />$13.00
<br />''. $0,500.00
<br />; Yes
<br />i 10
<br />PCC Sidewalk per City of Tustin Std, 202
<br />6 SF
<br />2800',
<br />$13.00
<br />+ 536,400.00
<br />Yes
<br />Decorative PCC Sldewatic
<br />+SF
<br />2100
<br />619.00
<br />',$51,300.00
<br />Yes
<br />f 12
<br />a, PCC pavement
<br />SF
<br />275
<br />$32.00
<br />$8,600.00
<br />Yes
<br />�13
<br />y7"PCCCommercial Ddveway Apron and Depressed Curb perC€ty of7ustin Std.208
<br />!SF
<br />(420
<br />,$27.00
<br />',$16,740.00
<br />:Yes
<br />i 14
<br />permeable concrete Pavers
<br />' SF
<br />= 6700
<br />S&LOO
<br />$294,800.00
<br />Yes
<br />i15 j
<br />;A-2-6 Curb and Gutter per C.S.A. std. 1101
<br />LF
<br />1390
<br />.545.00
<br />S1T,S50,00
<br />Yes
<br />'j 16
<br />j A-2 curb and Gutter per Clty of Tastin Std.201
<br />j U
<br />200
<br />$55,00
<br />', $111,000DD
<br />Yes
<br />17
<br />B•1(Mod€Fled) Curb per C.S.A. Std. 1101
<br />LF
<br />740
<br />648.00
<br />$35,520,00
<br />Yes
<br />18
<br />3' Wide Ribbon Gutter
<br />SF
<br />1140
<br />' S26,00
<br />$28,600.00
<br />Yes
<br />19
<br />',4'W14e Cross Cutter per C.S.A. Std. 11 D9(Mod€fled)
<br />I SF
<br />1030
<br />$24.00
<br />$24,720.00
<br />;Yes
<br />20
<br />, 6'Wlde Cross Gutter per C.S.A, Std. 1100
<br />SF
<br />430
<br />525.40
<br />$10,75000
<br />Yes
<br />21
<br />4' Wide Reverse Parkway Culvert
<br />LF
<br />52
<br />; $470,00
<br />$24,440.00
<br />Yes
<br />22,
<br />Local Depression per e.S,A. Std.305
<br />EA
<br />3
<br />$1,800.00
<br />' SSA00.00
<br />:Yes
<br />23
<br />Curb Ramp Case A per Cottrans Std.A88A
<br />SP
<br />12D
<br />$35.00
<br />$4,200.00
<br />-.Yes
<br />24
<br />Swale System
<br />. ... ... ... ...... .. ... ... ... .. .... . ...
<br />LS
<br />.....
<br />1
<br />..........
<br />$46,000.00
<br />............
<br />$46,000.00
<br />......... ........
<br />-. Yes
<br />...... .... . ..........
<br />2S
<br />DryCreek Structure
<br />LS
<br />1
<br />. $145,000.4D
<br />$145,000.00
<br />Yes
<br />26
<br />..... ....
<br />Pedestrian Bridge
<br />.................... .. ....... ......... ..... ........ ... ...... ....... ..
<br />LS
<br />.....
<br />1
<br />..
<br />$85,000.00
<br />$85,000.00
<br />..
<br />j Yes
<br />27
<br />Fencing
<br />LF
<br />620
<br />5142.O1)
<br />$89,040.00
<br />Yes
<br />28
<br />Pedestrian Gate
<br />EA
<br />1
<br />$51000,00
<br />$510001O0
<br />Yes
<br />.29
<br />Adjust Valve Box Frame and Coverto Grade per C.S.A. Std. 1410
<br />',EA
<br />[4
<br />$4,300.00
<br />S18,00100
<br />yes
<br />__.....
<br />.... ........ ...
<br />30
<br />..... ......... .......... . .... .... .............. ........ ... ......... ._ ....
<br />; Adjust Pullbox to Grade
<br />'.EA
<br />3
<br />$750.00
<br />$21250,00
<br />Yes
<br />j 31
<br />Adjust Water Vault to Cade',
<br />BA
<br />1
<br />$6,500,OO
<br />$6,500.00
<br />Yes
<br />32
<br />Adjust Meter to Grade
<br />'. EA
<br />2
<br />; $700.00
<br />$1,400.00
<br />Yes
<br />33 l
<br />4" AWWA C90D PVC Water Main (DR 14), with Appurtenances
<br />'.LF
<br />622
<br />2$225.00
<br />$129,950A0
<br />Yes
<br />34
<br />6"AWWAC900 PVCWater Main (DR 14), with Appurtenances
<br />LF
<br />200
<br />2$355AO
<br />;$71,000.00
<br />Yes
<br />35
<br />8" AWWA C900 PVC Water Main (DR 14), with Apputnenances
<br />',LF
<br />140
<br />',$510.00
<br />'.$71,40040
<br />?Yes
<br />36
<br />6" fire S4rvlc4 per C.S.A.Std. 1417,wKh Appurtenances
<br />LF
<br />194
<br />$300.00
<br />, $50.200.00
<br />Yes
<br />37
<br />4" Cate Valve per C.S.A. Std, 1410
<br />EA
<br />2
<br />$7,600.00
<br />l$15.600.00
<br />Yes
<br />38
<br />S' Gate V4tv4 per C.S,A. Std. 1410
<br />EA
<br />1
<br />$11,000.00
<br />'', $11.400.OD
<br />Yes
<br />Cut, Plug, and Abandon Water Main and/or Valves erC.S.A.Std.1409andl430
<br />',LS
<br />;1
<br />$27,000.00
<br />$27.00O.DO
<br />,as
<br />40
<br />--.8"PYC Storm Drain end Bedding per C.S.A. Std. 1150
<br />LF.
<br />594
<br />i 5225.00
<br />5733,65O.OD
<br />:Yes
<br />41
<br />1.18"RCPand Bedding per C,S.A.Std.1150
<br />LIF
<br />'. 206
<br />;$560.00
<br />$t15,360.00
<br />Yes
<br />42
<br />i,24"RCPand BeddingperC.S.A.Std.1150
<br />LF
<br />',,4
<br />j$1,500.00
<br />$4,000.00
<br />Yes
<br />43
<br />48"RCPand Beddingper C.5.A.5td.1150
<br />LF
<br />46
<br />'$2,000.00
<br />;$92,000A0
<br />Yes
<br />44
<br />6311 RCP and Bedding perC.5.A.5td. 1150
<br />LF
<br />6
<br />$3,000.00
<br />i$18,000A0
<br />Yes ,
<br />':. 45
<br />Catch Basin Type "C' per C.5.A.Std. 303, W-3.5% with Catch Basin Filter
<br />EA
<br />'', 1
<br />536,000.00
<br />€ $36,000,00
<br />, Yes
<br />46
<br />Catch Basin Type"C°per C,S.A.Std.303, W=14', with Catch Basin Filter
<br />EA
<br />',, 1
<br />$52,00100
<br />$52,000.00
<br />-. Yes
<br />; 47
<br />Catch eosin RerSPPWC Std.303 with Catch Basin Filter
<br />EA
<br />1
<br />355,000.44
<br />� S55, 00 O
<br />Yes
<br />48
<br />i 24" x 24" Praust Concrete Drain Inlet with Atrium Grate and Catch Basin Filter
<br />EA
<br />3
<br />$10,000.00
<br />$30,000.00
<br />Yes -
<br />140
<br />;Diversion structure
<br />,, EA
<br />1
<br />' $100,000.00
<br />$100,000.6D
<br />'., Yes
<br />
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