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Schuike, Eittie & Stoddard, LLC EXHIBIT "A"
<br />Certified Cost Estimte
<br />For: Arcadia Subdivision Phase I
<br />10/4/2017
<br />ITEM
<br />UNIT
<br />QUANTITY
<br />UNIT PRICE
<br />TOTAL
<br />% complete
<br />IS Value
<br />% Remalnin
<br />$ Value
<br />EARTHWORK & GRADING
<br />Manholes 0.6
<br />4` D a Mod. Miemt 3nieF
<br />EA
<br />12
<br />S
<br />2857.70
<br />$
<br />31 862,40
<br />Mobilization
<br />L$
<br />1
<br />0.000.0 S
<br />10.000.00
<br />90,00%
<br />9 OQ0.00
<br />10.00%
<br />$1'm.00
<br />Cleatl and Grubbin
<br />LS
<br />1
<br />25 004.00 $
<br />25 440,00
<br />90.00% $
<br />500.4
<br />40,00%
<br />2 500.00
<br />Erosion Contml
<br />LS
<br />1
<br />$ 15000.00
<br />15 000.04
<br />$6.40% $
<br />71600-00
<br />50.00%
<br />7504.44
<br />Gradino
<br />BY
<br />21,600
<br />1.25 $
<br />27 000,00
<br />$0,00% S
<br />24 300.00
<br />10.00%
<br />$2,700.00
<br />Excavation of $tonmater Areas
<br />i CY
<br />123,300
<br />1 $ 2,85 1
<br />351408.04
<br />80.04% $
<br />318 264.54
<br />14.40%
<br />$35140.50
<br />12.780-00
<br />10.00°!0
<br />$1 420.00
<br />Subtotal 11
<br />428,406.40
<br />1 68,60%1$
<br />376,584.60
<br />1 11.40%
<br />$48,840.50
<br />STORNt DRAINAGE
<br />Manholes 0.6
<br />4` D a Mod. Miemt 3nieF
<br />EA
<br />12
<br />S
<br />2857.70
<br />$
<br />31 862,40
<br />90.04% $
<br />26 703.16
<br />10.00%
<br />$3188.24
<br />4' Dia'unolion manhole
<br />EA
<br />4
<br />$
<br />2 304.54
<br />13 965.84
<br />0-21&16'
<br />90.00% S
<br />6296.34
<br />10.00%
<br />5921.82
<br />Type D Inlet
<br />EA
<br />2
<br />$
<br />2,243.66
<br />0.00%
<br />4 487.30
<br />90.00% S
<br />4,038.67
<br />10.00%
<br />$448.73
<br />72" CMP
<br />LF
<br />130
<br />$
<br />305.00
<br />$0.00
<br />39,65-0.00
<br />90.00% $
<br />35,685-00
<br />i 0.00%
<br />E3,985-00
<br />RI a Headwall
<br />EA
<br />2
<br />$
<br />7100.00
<br />$
<br />14.200W
<br />90.00% $
<br />12.780-00
<br />10.00°!0
<br />$1 420.00
<br />30 ADS pipe
<br />LF
<br />386
<br />$
<br />57.25
<br />$
<br />22 213.00
<br />90.00% S
<br />19 991.70
<br />10.00%
<br />$2.221,30
<br />30" CAP Pipe
<br />LF
<br />193
<br />$
<br />57.25
<br />$
<br />11.0492A
<br />90.00% $
<br />6 9.04.33
<br />10.00%
<br />;1,104.93
<br />16" ADS Pi
<br />LF
<br />136
<br />$
<br />25.86--$
<br />1.620.00E$7
<br />3,510,68
<br />90.00`Y0 $
<br />3167.71
<br />10.00%
<br />$351.97
<br />18" ADS Pie
<br />LF
<br />1220
<br />$
<br />28.15
<br />$
<br />35 563.00
<br />90.00%
<br />32 008.70
<br />10.00%
<br />$3,556.30
<br />24" ADS Pi
<br />LF
<br />519
<br />31.156
<br />35.45
<br />$
<br />18 398.5
<br />94. 0% S
<br />10 658.7
<br />14.00%
<br />1 839.86
<br />1
<br />$162 000.002
<br />000.00
<br />subtotal
<br />$
<br />190.191.3.0.
<br />90.00% $
<br />171,172.21_ ___10.00%
<br />EA
<br />$19019.13
<br />SANITARY SEWER
<br />Manholes 0.6
<br />EA
<br />2
<br />$
<br />2963,09
<br />$ 5 928.18
<br />100.00010 $
<br />6,026.18-
<br />0.00%
<br />$0.00
<br />Manholes 6-8
<br />EA
<br />4
<br />$
<br />1496.46
<br />13 985.64
<br />100.Q0% $
<br />13 965.84
<br />0,00%
<br />$0.00
<br />Manholes 8.10
<br />EA
<br />2
<br />$
<br />3,976.00
<br />S 7950.00
<br />140.40% $
<br />7.950-00
<br />0.00%
<br />$0.00
<br />Manholes 10+
<br />EA
<br />4
<br />$
<br />5,230.10
<br />$ 20 920,40
<br />100.00% $
<br />20 920.40
<br />0.00%
<br />$0.00
<br />ARV Vauit and Assembly
<br />EA
<br />1
<br />$ 12 500.00
<br />§ 12 500.00
<br />0.00% S
<br />100.00% $
<br />100.00 0
<br />12 500.00
<br />$12.2,
<br />4" PVC FM
<br />LF
<br />360
<br />$
<br />19.75
<br />$ 7110.00
<br />100.00%$
<br />7 110.00
<br />0.00%
<br />$0.00
<br />4" HDPE Diredonal Bore
<br />LP 1
<br />34
<br />$
<br />100.00
<br />$ 3,400,00
<br />100.00% $
<br />3 400.00
<br />0.00%
<br />$0.00
<br />4"90 Deg Band
<br />EA 1
<br />4
<br />$
<br />374.66
<br />$ 1.498.72
<br />100.00%
<br />1 498.72
<br />0.001YQ
<br />$0.40
<br />4" Me alu
<br />LS
<br />1
<br />$
<br />1.620.00E$7
<br />620'00
<br />100.00% $
<br />1624.40
<br />4.00%
<br />$0.00
<br />4" Tapping Sleeve
<br />EA
<br />1
<br />$
<br />3,760.23
<br />750.23
<br />100.00% $
<br />3.760.23
<br />0.009'o
<br />$0.00
<br />8" PyC Pi
<br />LF
<br />2420
<br />$
<br />31.156
<br />632,20
<br />100.0096 $
<br />75 632.20
<br />0.00%
<br />50.00Lift
<br />Station
<br />LS
<br />1
<br />$162 000.002
<br />000.00
<br />75.00°h $
<br />121 500.00
<br />25.OQ%
<br />540 500.00
<br />Sewer Service
<br />EA
<br />40
<br />$
<br />1675.00
<br />$ 63 000.00
<br />00.00% $
<br />63.;00!00
<br />0.00%
<br />$0.00
<br />N and Clean System
<br />LF
<br />1
<br />$
<br />1,500.00
<br />$ 1 500,00
<br />100.00% $
<br />1 500.00
<br />O.DO%
<br />$Q 00
<br />Subtotal
<br />IS 384.793.67
<br />86.08% $
<br />327.?83.57 1
<br />13.92%
<br />$53,400.00
<br />lat, .bw
<br />Itos�t7
<br />.fr't
<br />POTABLE WATER
<br />6" C-900
<br />LF
<br />2380
<br />$
<br />16,79
<br />$ 39 960.20
<br />100.00% $
<br />39 960.20
<br />0.00%
<br />0.00
<br />6" X 8" Wet T8
<br />EA
<br />1
<br />$
<br />3 963.20
<br />$ 3863.20
<br />100.00% $
<br />3 963.20
<br />0.00°!°
<br />$0.00
<br />Fire Hydrants
<br />EA
<br />2
<br />$
<br />4 250.40
<br />$ 800.00
<br />100.00°!° $
<br />6.500.00
<br />0.00°!0
<br />$4.00
<br />6" GG
<br />EA
<br />13
<br />$
<br />1 710.09
<br />$ 22 231.17
<br />1 oo.00%6 $
<br />22 231.17
<br />0.00%
<br />4.40
<br />6" 45 Bend
<br />EA
<br />8
<br />$
<br />290.40
<br />2 323.20
<br />100.00% $
<br />2 323.20
<br />d.b49'o
<br />$0.00
<br />6.90 Da Bend
<br />EA
<br />1
<br />S
<br />304.21
<br />$ 344.21
<br />100.00% $
<br />304,21
<br />0.00°!0
<br />$0.00
<br />g' 6" Tee
<br />EA
<br />6
<br />S
<br />430.10
<br />S 2.580.60
<br />100.00% $
<br />21680.60
<br />0.00%
<br />$0.00
<br />piu
<br />A
<br />2
<br />$
<br />-277.65
<br />55.0
<br />1 -.00%
<br />555,30
<br />0.000/0
<br />$0,00
<br />Water Servioe
<br />EA
<br />40
<br />$
<br />750.00
<br />$ 30 000.00
<br />100.00% $
<br />30 000.00
<br />0.00%
<br />0.00
<br />Temp Jumper Assembly
<br />EA
<br />f
<br />$
<br />500.00
<br />$ 2,500
<br />90.00% $
<br />2 250.00
<br />10.00%
<br />$250.04
<br />Sample Points
<br />EA
<br />4
<br />$
<br />850.00
<br />$ 2,600.00,
<br />0.0
<br />100.00%
<br />$2,600.001
<br />Fluah& Pressure Test
<br />LS
<br />1
<br />5
<br />750.00
<br />$ 750.00
<br />100.00% $
<br />750.00
<br />0.00%
<br />0.00
<br />BaoT'a
<br />LS
<br />i
<br />$
<br />..
<br />450.00
<br />450.00
<br />.,..
<br />0.44°10 $
<br />�,...", c
<br />1 --al
<br />100.0096
<br />a anw.
<br />$450.00
<br />tx qnn nn
<br />°X!
<br />LANDSCAPE
<br />Tmct IF Planting Are
<br />Silver.Buttonwood/Wax a-6'
<br />Wax M rae/East Palatka Holly- 1Z
<br />Live 0ek-18'
<br />Cabbage Palm 12' Cluster of 3
<br />Green Arbancola
<br />EA
<br />EA
<br />EA
<br />EA
<br />EA
<br />47
<br />13
<br />15
<br />8
<br />322
<br />$
<br />$
<br />$
<br />S
<br />175.00
<br />250.40
<br />500.00
<br />300AO
<br />23.00
<br />7S
<br />$
<br />$
<br />$
<br />8225.00
<br />3,250.00
<br />7 500.00
<br />1 X0.00
<br />7,406.00
<br />0.00% $
<br />0.00% $
<br />0.00% $
<br />0.00°!0 s
<br />0.00% $
<br />100.00%
<br />100.00%
<br />100.00%
<br />100.0090
<br />I QO.O
<br />$8225.00
<br />$3.250.00
<br />$7 500.00
<br />$1,800.00
<br />$7,406.00
<br />=v ' Planiin
<br />Cab a Palm 12' Gloater of 3
<br />EA
<br />5
<br />$
<br />300.00
<br />$
<br />1 500.00
<br />0.00% $
<br />100.00°!o
<br />$1,500.00 ,
<br />act' ' Pla ti
<br />Cabby a Palm 12' Cluster of 3
<br />EA
<br />5
<br />$
<br />300.00
<br />S
<br />1,500.00
<br />GAO% $
<br />100.00%
<br />$1,500.00
<br />Tract" "PlanUArea
<br />Cabbage Palm 12 Civater of 3
<br />EA
<br />4
<br />S
<br />300.00
<br />$
<br />1 1 00k()
<br />0.00°10 $
<br />100.4096
<br />$1,200.00
<br />Tract'H'PlanlingAM
<br />Cabbage Palm 12' Ciusfer Qf 3
<br />EA
<br />4
<br />$
<br />300.00
<br />$
<br />1,200,00
<br />0.000/0 $
<br />100.00%
<br />$1.200,00
<br />tract " Pla
<br />Cabbage Palm 12' Cluster of 3
<br />EA
<br />5
<br />$
<br />300A0
<br />$
<br />1600.00
<br />0.00% Is
<br />100.00°
<br />$1,500.00
<br />P150
<br />
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