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EXHIBIT "A"
<br />Subdivision Performance Bond Estimate For the Lakes at Waterway Village Plat 311
<br />P61
<br />STORM DRAINAGE
<br />EARTHWORK
<br />DESCRIPTION
<br />DESCRIPTION
<br />QUANTITY
<br />UNIT
<br />DESCRIPTION
<br />QUANTITY
<br />UNIT
<br />INCOMPLETE
<br />UNIT COST
<br />4,200
<br />TOTAL
<br />$ 750
<br />COMPLETE
<br />INCOMPLETE
<br />MOBILVATION
<br />1
<br />LS
<br />$
<br />25,000.00
<br />$
<br />75AMDD
<br />$
<br />25,00000
<br />$
<br />MOBILMF.TION EMOBILJZATION
<br />1
<br />IS
<br />4XSW40
<br />15 40
<br />$
<br />15 00040
<br />$
<br />S 220
<br />$ 15 00
<br />NPDES
<br />1
<br />LS
<br />$
<br />25 000.00
<br />$
<br />25 000.00
<br />$
<br />22,8DD40
<br />S 2,500.00
<br />CLEARING&GRUBBING
<br />201
<br />AC
<br />$
<br />2,500M
<br />S
<br />50,000.00
<br />$
<br />50100040
<br />$
<br />POND AND SITE EXCAVATION
<br />=1000
<br />CY
<br />$
<br />2.20
<br />$
<br />275 00040
<br />$
<br />247,500.00
<br />$ 27 00.00
<br />FINALSTTE GRADING
<br />33,700
<br />SY
<br />$ 7,920.60
<br />OSO
<br />$
<br />16,850.00
<br />$
<br />15 36540
<br />$ 1,695.00
<br />PAP STABILIZATION (SEED)
<br />62,500
<br />SY
<br />$
<br />0.40
<br />$
<br />25 000.00
<br />$
<br />22 SODAO
<br />$ 2,500.0fi
<br />DOC STABAWATION SOD
<br />7,560
<br />SF
<br />$
<br />0.20
<br />$
<br />1,532.00
<br />$
<br />1,36nM
<br />S 151.20
<br />LAKE BANK STABILIZATION (SOD)
<br />(6,000' LF x 30' WIDTH)
<br />IW,000
<br />TOTAL
<br />SF
<br />$
<br />020
<br />$
<br />$
<br />361000.00
<br />469,860.00
<br />$
<br />1S
<br />32,40D40
<br />416A25.M
<br />$ 31600.00
<br />$ 5$936.20
<br />P61
<br />STORM DRAINAGE
<br />ROADWAY
<br />DESCRIPTION
<br />DESCRIPTION
<br />QUANTITY
<br />UNIT
<br />UNITCOST
<br />TOTAL
<br />Comm
<br />INCOMPLETE
<br />11/4' ASPHALT MRST COURSE
<br />4,200
<br />SY
<br />$ 750
<br />S 31,500.00
<br />$ 28,3.50.00
<br />$ 3150.00
<br />1"ASHPHALT RNALCOURS
<br />$ 224AO
<br />SY
<br />$ 640
<br />$ 25,20040
<br />$
<br />$ 25,200M
<br />6" ROCK BASE
<br />4,200
<br />SY
<br />11.00
<br />46,2W,00
<br />4XSW40
<br />$ 4.0m.00
<br />12' SUBGRADE
<br />4=
<br />SY
<br />S 220
<br />$ 9,240.00
<br />S 8,:1640
<br />S 92400
<br />2' VALLEY GUTTER
<br />3,78D I
<br />LF
<br />IS 11.00
<br />$ 41,5150-00
<br />$ 37,42240
<br />$ 41W-Wi
<br />CONCRETE SIDEWALK COMMON AREA
<br />100
<br />SY
<br />$ 40.00
<br />84 000.00
<br />$ 7S 60040
<br />8,400=1
<br />SIDEWALK STABILIZATION (2' SOD)
<br />8,000
<br />SF
<br />$ 0201S
<br />1,600.00
<br />S 1AA, W
<br />$ 160 OD
<br />SIGNAGE AND STRIPING
<br />11
<br />TOTAL
<br />LS
<br />$ 2100.00 1
<br />$ 2,000.00
<br />$ 241131040
<br />S 1,80040
<br />$ 194 5(R.M
<br />S 20000
<br />$ 46,B32A0
<br />P61
<br />STORM DRAINAGE
<br />DESCRIPTION
<br />DESCRIPTION
<br />QUANTITY
<br />UNIT
<br />UNIT COST
<br />COMPLETE
<br />TOTAL
<br />COMPLETE
<br />INCOMPLETE
<br />18' RCP
<br />66
<br />a
<br />5 34.00
<br />S
<br />2,244.00
<br />$ 2.9040
<br />$ 224AO
<br />24' CAP
<br />54
<br />LF
<br />S Sim
<br />$
<br />2,754.00
<br />$ 2,478.60
<br />S 27SAO
<br />24' RCP
<br />537
<br />LF
<br />$ 50.00
<br />$
<br />26)M.00
<br />$ 24,165M
<br />$ 2,05.00
<br />36' RCP
<br />390
<br />LF
<br />$ 83.00
<br />$
<br />3Z370.00
<br />$ 2913340
<br />$ 3,237.00
<br />36' CAP
<br />37
<br />LF
<br />I$ 88.00
<br />$
<br />3 i.% 40
<br />2,930.411
<br />$ 32,5.60
<br />CONCRETE COLLARS
<br />5
<br />EA
<br />$ 3,000.00
<br />$ 7 .DO
<br />15 000.00
<br />$ 131rm DO
<br />$ 1,5M.00
<br />CATCH BASINS I STORM MANHOLES
<br />S
<br />EA
<br />$ 4,000,00
<br />$
<br />32,000.00
<br />$ 78,800.00
<br />$ 3,200.00
<br />LF
<br />TOTAL
<br />$ 7,920.60
<br />$ 7,12854
<br />$
<br />114,474.00
<br />$ 20.026.60
<br />$ LIA47AD
<br />P61
<br />SANITARYSEWER SYSTEM
<br />DESCRIPTION
<br />QUANTITY
<br />UNIT
<br />UNIT COST
<br />TOTAL
<br />COMPLETE
<br />INCOMPLETE
<br />8' PVC JSDR 64' CUT
<br />238
<br />LF
<br />$ 2440
<br />$ 5,712.00
<br />$ 5140.80
<br />$ 57120
<br />8' PVC SDR 26) 8-1D' CUT
<br />1,096
<br />LF
<br />$ 32,00
<br />$ 35
<br />$ 31.S64730
<br />$ 3 .20
<br />8' PVC (SDR 26)10-lz CUT
<br />508
<br />LF
<br />$ 36.00
<br />$ 18,288.00
<br />$ 16,45920
<br />$ I,B28.80
<br />' DIA. MANHOLE 5.8' DEEP
<br />2
<br />EA
<br />$ 4,390.00
<br />S 8,780.06
<br />$ 7,90240
<br />$ 878.00
<br />' DW. MANHOLE 8.10' DEEP
<br />a
<br />FA
<br />6 40
<br />25 20.OD
<br />S 2Z789.00, $
<br />2,532.00
<br />'DLA. MANHOLE 10-12' DEEP
<br />4
<br />EA
<br />$ 7 086.00
<br />$ 28 320.00
<br />$ 25 40
<br />$ 2832 00
<br />SINGLE SERVICE W CLEANOUT
<br />14
<br />EA
<br />1 $ SM.00
<br />$ 7 .DO
<br />$ 7,056.130
<br />$ 784.00
<br />DOUBLE SERVICE W/ CLEANOUT
<br />371
<br />EA
<br />IS 6417 06
<br />$ A680.00
<br />$ 2:431240
<br />S 2,36B.
<br />ONES
<br />1,842 I
<br />LF
<br />$ 4.30
<br />$ 7,920.60
<br />$ 7,12854
<br />$ 79
<br />TOTAL
<br />$ 165,932.60
<br />$ 144.839.34
<br />S 16,083
<br />P61
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