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EXHIBIT "14"
<br />Schuike, Bittle tic Stoddard, LLC
<br />Certified Cost Estimate
<br />For. Harmony Rmrve 2
<br />1112112017
<br />ITEM
<br />UNIT_
<br />QUANTITY
<br />UNIT- PRICE
<br />TOTAL
<br />% Complete
<br />S Value
<br />% RernmInln
<br />$ Value
<br />EARTHWORK S GRADING
<br />EA
<br />15
<br />$ '2,657.70
<br />$ 39,865.50
<br />90.00% S
<br />35,678.95
<br />10.00%
<br />$3,988.55
<br />Mobillmtion
<br />LS
<br />1
<br />$ 5,600.00
<br />$ .5 1000.00
<br />90,00% $
<br />5220.00
<br />10.00%
<br />$580.00
<br />Clearina and Grubbing
<br />LS
<br />1
<br />$ 80 000.00
<br />$ 80 000.00
<br />80.004/6 $
<br />7200000
<br />10.00%
<br />58.000.00
<br />Erosion Control --_
<br />LS
<br />1
<br />Z 10 000.00
<br />5 10 000.00
<br />MOMS
<br />5 000.00
<br />50.00%
<br />$5,000.00
<br />Lot Stabilization
<br />LS
<br />1.
<br />S .35 000,00
<br />$ 35 000.0D
<br />90.00% S
<br />31 500.00
<br />10.00%
<br />ffi3 590.00
<br />Gradin and figin of Lot !Fina
<br />LS
<br />1-
<br />S 25 000.00
<br />$ . '25.000.00
<br />80,00° S
<br />20 000.00
<br />20.00°.6
<br />- $5 000.00
<br />Gradin and 8144' of "ffn
<br />I LS
<br />1
<br />5 000 00
<br />6,000.001
<br />x.000A I S
<br />2,500.0050.00%
<br />10.00%
<br />$2,500,00
<br />Excavation of Stolmwater Areas
<br />LS
<br />9
<br />3 83,'00000
<br />S ,N 000.00
<br />eD.L0%j $
<br />83 700.00
<br />10:00%
<br />$9 300.00
<br />$
<br />10850.00.1450.00
<br />$
<br />Subtotal
<br />$ .263 800.00
<br />88:6595 S
<br />219 920.00
<br />1 13.35%
<br />$33,880.00
<br />STORM DRAINAGE
<br />4' Gia Mod. Miami inlet
<br />EA
<br />15
<br />$ '2,657.70
<br />$ 39,865.50
<br />90.00% S
<br />35,678.95
<br />10.00%
<br />$3,988.55
<br />4' Disjunction manhole
<br />EA
<br />2
<br />5 21304.54
<br />S 4,609.08
<br />80.00%
<br />4148,17
<br />10100%
<br />Sd80.91
<br />T eCIntel - __
<br />EA
<br />2_
<br />S .3325:00
<br />$ 6650.00
<br />90,00% S
<br />5985.00
<br />10:00%
<br />S665.0D
<br />MOM End
<br />EA
<br />1
<br />100.00% S
<br />$ 1,500.00
<br />0.00% S -
<br />-
<br />100.00%
<br />$1,500,00
<br />15" AOS Pioe
<br />IF
<br />43886.00
<br />S
<br />15696.00.
<br />90.00%
<br />10126.40
<br />90,0046
<br />" $1,589.60
<br />18 -ADS Pipe
<br />Lf
<br />1007
<br />42,50
<br />_
<br />A 9278750
<br />90.00% S
<br />38$17..75
<br />10,00%
<br />279:75
<br />24" AOS Pi
<br />Lf
<br />922
<br />S 38.15
<br />S 53 814.90
<br />60.00%6 S
<br />48 252.87
<br />10.00%
<br />$5381.43
<br />- --
<br />284,60
<br />O.W% -
<br />Subtotal
<br />$ 164,132.38
<br />89«18% S
<br />146,909.14.1
<br />10.U%l
<br />$17,823.24
<br />SANITARY SEWER
<br />-
<br />6- PVC MTER MAIN
<br />Manholes O.6
<br />EA
<br />3
<br />S
<br />3,260.00 $
<br />9,760.00
<br />100.00% $
<br />9,7.50.001
<br />0.00%
<br />$0.00.
<br />Manholes 6.8
<br />EA
<br />3-
<br />$
<br />3870.00
<br />5
<br />11,610.00
<br />-
<br />100:00%' .
<br />11 610.00
<br />.0.00%
<br />$0.00
<br />Menholag8-10
<br />EA
<br />1
<br />S
<br />✓441000
<br />S
<br />5410.00
<br />100.00% S
<br />5440-00
<br />0.00%
<br />50.00
<br />8" PVC Pipe 0.8
<br />LF
<br />1108
<br />S
<br />2 ,00
<br />S
<br />29 916.00
<br />100.0096
<br />28816:00
<br />0.0p0le
<br />10.00
<br />W PVC Pipe6 8
<br />LF
<br />762
<br />S
<br />31.15
<br />S
<br />23 736.30
<br />IMAM '$
<br />23736.30
<br />-0-00%
<br />$0.00
<br />8- PVG PI 8.10
<br />-- LF -
<br />.282
<br />S
<br />36.40
<br />$
<br />10 .80=07,78%$
<br />24
<br />284,60
<br />O.W% -
<br />- _ . � $0.00
<br />Sin le Sen4i a
<br />EA
<br />10
<br />$
<br />1 065.90
<br />$
<br />10850.00.1450.00
<br />$
<br />1,050,§?
<br />0.00%
<br />10.00
<br />DoubleSeMoe
<br />EA -
<br />38
<br />$' 1 981.00
<br />$
<br />__
<br />52,478,00478.00
<br />S
<br />500.00
<br />- 0.00%
<br />$0.00
<br />TV and Clean System
<br />IS
<br />1
<br />sample Points
<br />3;600.00
<br />6 _
<br />3500.00-
<br />- 650.00
<br />S 3900,00
<br />-100.00%
<br />$3 500.`00
<br />100.00%
<br />$3900.00
<br />Flush 8 PressureTes#
<br />Subtotal
<br />S
<br />154',615.10
<br />1,150.00
<br />015.10
<br />222%
<br />$3 500.00
<br />POTABLE WATER
<br />-
<br />6- PVC MTER MAIN
<br />LF
<br />2720
<br />$
<br />21.42
<br />$ 58.282,40
<br />.100.0095
<br />56,26240 -
<br />-
<br />0.00%
<br />$0.00
<br />Fire Hydrants - -
<br />EA
<br />2
<br />$
<br />4,500.00
<br />F 9,000.00
<br />- 100.000!0 $
<br />8 000.00
<br />O.DD%
<br />- :00
<br />6" GV
<br />EA
<br />9
<br />3
<br />1.110.09
<br />$ 15 390.81
<br />100.00% S
<br />15 390.81
<br />0.00%
<br />$0,011
<br />e" BendEA
<br />LF
<br />2
<br />$
<br />'304:31
<br />- - 80842
<br />100.0095 S
<br />608,43
<br />0.00%
<br />0:00
<br />6 x 6" Wee
<br />SY
<br />2
<br />$
<br />.10
<br />860.20
<br />100.00'
<br />-- 0.20 -
<br />-- 0
<br />$0.00
<br />6" PIUC3
<br />EA
<br />11
<br />$
<br />277.65
<br />S 277:85
<br />100.00% $
<br />277.65 -
<br />- 0.00%
<br />$0.00
<br />Sin ie;WaterService
<br />EA
<br />24
<br />S
<br />715.23
<br />S 171165-62
<br />100.00%
<br />17165.52'.
<br />0.00%1
<br />$0.00
<br />Double WaterSorvioa30
<br />LS
<br />1
<br />$
<br />1,050,§?
<br />31,524,60
<br />100.00%
<br />39 524.60
<br />OAO'Y0
<br />$0.00
<br />Tem Juin rAssembt
<br />1
<br />S
<br />500.00
<br />S 2500.00
<br />$0.00% $
<br />1260.00
<br />_
<br />50.00%
<br />$1250.00
<br />sample Points
<br />tF-A
<br />6 _
<br />_ ,$_
<br />- 650.00
<br />S 3900,00
<br />0.00% $
<br />-
<br />100.00%
<br />$3900.00
<br />Flush 8 PressureTes#
<br />1
<br />$
<br />1,150.00
<br />S 1,150.00
<br />0.00% $
<br />-
<br />100.00%
<br />9;150.00
<br />Bac>75 _
<br />6
<br />$
<br />97-75
<br />$ 588150
<br />0100% S
<br />-
<br />900.00%
<br />$586,50
<br />Subtotel
<br />S 141.22$.10
<br />95.12'/0 $
<br />1 34 335:80
<br />4.88%
<br />86
<br />S8 8.50
<br />LANDSCAPE
<br />-
<br />ve PlantincAme
<br />Wax Myrtle - V
<br />EA
<br />23
<br />S
<br />175.00
<br />4,025.00
<br />0.00%
<br />1004000A
<br />U.026.00
<br />Wax M - 3 Galion
<br />-EA
<br />73
<br />5
<br />100,00
<br />7 00.00
<br />O.DO%
<br />100,00%
<br />57 300.00
<br />Slash Ina - 6'
<br />EA
<br />17
<br />S
<br />250,00
<br />5 4.2%0D
<br />0.00% $
<br />120,00%--
<br />$4,250.00
<br />live Oak - 8' to 12'
<br />EA
<br />24
<br />S
<br />500.00
<br />S 12iODO.OD --
<br />- 0.009'0 S
<br />100.0095
<br />312.000-00
<br />Shrubs -20 tell
<br />£A
<br />578
<br />$
<br />20.00.
<br />S 11560.00
<br />0:00% 5
<br />100.00%
<br />1;560.00
<br />Shrubs -1 Gallon
<br />EA
<br />_
<br />700
<br />3
<br />12 X00
<br />S 84400.01)
<br />0.
<br />.00% S
<br />-
<br />100.00%
<br />$8400.00
<br />Tfact 'A-1'NativeP
<br />-
<br />Wax mote - 8'
<br />EA
<br />34
<br />S.
<br />176.001$
<br />5,950.00
<br />80,00% 6
<br />4 760.0020.00%
<br />$1,190.00
<br />Slash Pine - 6'
<br />EA
<br />11
<br />$
<br />250.00
<br />S 2,750.00
<br />80.00% 5
<br />2,200M
<br />20.00%
<br />$650.00
<br />Live Oak . V to 12'
<br />EA
<br />11
<br />$
<br />500,00
<br />S 5,500.00 !
<br />80.00% $
<br />4,400.00
<br />20,00%
<br />S1 100.00
<br />Shrubs- 24" tali
<br />__
<br />EA
<br />310
<br />20.00
<br />-S 6,200.00
<br />80,00% $
<br />4 960.00
<br />.20.00%
<br />$1.240.00
<br />Tract IMI Plantina Area
<br />Wax M - I - 6'
<br />EA
<br />27
<br />S
<br />175.00
<br />$ 4.725;00
<br />80.00% 5
<br />31780.00
<br />20.00%
<br />5945,00
<br />Slash Pine -1Z
<br />EA
<br />6
<br />S
<br />-__ 250.00
<br />$ 1500.00
<br />60.00% S
<br />1200.00
<br />20-00%
<br />$300.00
<br />We Oak - 48'
<br />EA
<br />9
<br />$
<br />$00,00
<br />$ 4.500.00
<br />80.00% S
<br />3,600.00
<br />20.00%
<br />- 4900.00
<br />Cabbb e'Pal 12` Custer of 31
<br />_
<br />EA
<br />3
<br />S
<br />450,00
<br />-S 1,350.0a
<br />-80400%
<br />1 10110.00
<br />20.00%
<br />70 DO
<br />Saw Palmetto 1 gal
<br />EA -
<br />185
<br />S
<br />29.00
<br />S - ti 255.00
<br />80.00% 3
<br />3404.00
<br />20.00%
<br />$851.00
<br />ation
<br />LS
<br />1
<br />$
<br />.5000.00
<br />$ S'000.00
<br />0.009'o '3
<br />--
<br />100.00%
<br />$5,000.00
<br />Subtotal
<br />$ 84 286.00 1
<br />34.67% $
<br />29,384.00 1
<br />_
<br />65.13%1
<br />_
<br />$54 881.00
<br />ROAD
<br />Su rade
<br />SY
<br />7007
<br />S
<br />3.05
<br />S
<br />21 371.35
<br />90.00% S 19' 34.22
<br />10:00%E$75
<br />7,14
<br />8" G ulna Base
<br />SY
<br />6673
<br />$
<br />10.85
<br />$
<br />73 069.35
<br />90.ODwa $ 65 762.42
<br />10.00oh6,84
<br />Ys" As alt
<br />SY
<br />8673
<br />$
<br />-11.35
<br />S
<br />76,736,6$
<br />000% -
<br />100.00%8.95Modified
<br />Mieml Curb
<br />LF
<br />5289
<br />$
<br />11.90
<br />S
<br />82 838.19
<br />80.0095 S 58645.98
<br />10. 096391Common
<br />Sidewalk Areas
<br />SY
<br />356
<br />S
<br />35.00
<br />S
<br />12 46D.OD
<br />0.00% S -
<br />100.00960.00
<br />S nslPaYe+rieht Marks
<br />S
<br />1
<br />$
<br />4620.00
<br />$
<br />4620,00
<br />0:00% S _ _ -
<br />100.00�a
<br />4 5211.00
<br />Testi lFBVlO Moss/Road & Backfill' •
<br />L5
<br />1
<br />$
<br />3600.00
<br />S
<br />3 500.00
<br />0.00•�o S
<br />100.0096
<br />S3 500.00
<br />Sod at EOP
<br />LS
<br />1
<br />S 21 DDO.00
<br />S
<br />21 000.00
<br />D.00% S
<br />100.00%
<br />521 000.100
<br />P5 8
<br />
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