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Subdivision Performance Bond Estimate For the Lakes at Waterway Village Plat 2A-2
<br />EXHIBIT "A" PAGE 1 OF 3
<br />ATTACHMENT 4
<br />56
<br />UVI
<br />65
<br />STORM DRAINAGE
<br />EARTHWORK
<br />DESCRIPTION
<br />DESCRIPTION
<br />DESCRIPTION
<br />QUANTITY
<br />UNIT
<br />TOTAL
<br />UNIT COST
<br />INCOMPLETE
<br />TOTAL
<br />COMPLETE
<br />INCOMPLETE
<br />MOBILIZATION
<br />1
<br />LS
<br />S
<br />25,000.00
<br />$
<br />25,000.00
<br />$ 25,000.00
<br />$
<br />MOBILIZATION/DEMOBILIZATION
<br />1
<br />LS
<br />$
<br />15,000.00
<br />$
<br />15,000.00
<br />$ -
<br />$ 15,000.00
<br />NPDES
<br />1
<br />LS
<br />$
<br />25,000.00
<br />$
<br />25,000.00
<br />$ 22,500.00
<br />$ 2,500.00
<br />CLEARING & GRUBBING
<br />1
<br />LS
<br />$
<br />97,500.00
<br />$
<br />97,500.00
<br />$ 97,500.00
<br />$ -
<br />POND AND SITE EXCAVATION
<br />303,736
<br />CY
<br />$
<br />2.20
<br />$
<br />668,219.20
<br />$ 601,397.28
<br />$ 66,821.92
<br />FINAL SITE GRADING
<br />55,000
<br />SY
<br />$
<br />0.50
<br />$
<br />27,500.00
<br />$ 24,750.00
<br />$ 2,750.00
<br />PAD STABILIZATION (SEED)
<br />35,000
<br />SY
<br />$
<br />0.40
<br />$
<br />14,000.00
<br />1 $ 12,600.00
<br />$ 1,400.00
<br />BOC STABALIZATION (SOD)
<br />23,200
<br />SF
<br />$
<br />0.20 1
<br />$
<br />4,640,001
<br />$ 4,176.00
<br />$ 464.00
<br />LAKE BANK STABILIZATION (SOD)
<br />437,000
<br />SF
<br />$
<br />0.20
<br />$
<br />87,400.00
<br />1 $ 78,660.00
<br />$ 8,740.00
<br />560.00
<br />TOTAL
<br />$ 8,064.00
<br />$ 896.00
<br />DOUBLE SERVICE W/ CLEANOUT
<br />$
<br />964,259.20
<br />1 $ 866,583.28
<br />1 $ 97,675.92
<br />EXHIBIT "A" PAGE 1 OF 3
<br />ATTACHMENT 4
<br />56
<br />UVI
<br />65
<br />STORM DRAINAGE
<br />ROADWAY
<br />DESCRIPTION
<br />DESCRIPTION
<br />QUANTITY
<br />UNIT
<br />UNIT COST
<br />TOTAL
<br />COMPLETE
<br />INCOMPLETE
<br />11/4" ASPHALT (FIRST COURSE)
<br />6,060
<br />SY
<br />$ 7.50
<br />$ 45,450.00
<br />$ 40,905.00
<br />$ 4,545.00
<br />1" ASHPHALT (FINAL COURSE)
<br />6,060
<br />SY
<br />$ 6.00
<br />$ 36,360.00
<br />$ -
<br />$ 36,360.00
<br />8" ROCK BASE
<br />1,500
<br />SY
<br />$ 12.00
<br />$ 18,000.00
<br />$ 16,200.00
<br />$ 1,800.00
<br />6" ROCK BASE
<br />4,560
<br />SY
<br />$ 11.00
<br />$ 50,160.00
<br />$ 45,144.00
<br />$ 5,016.00
<br />12" STABILIZED SUBGRADE
<br />6,060
<br />SY
<br />$ 2.20
<br />$ 13,332.00
<br />$ 11,998.80
<br />$ 1;333.20
<br />2' VALLEY GUTTER
<br />6,500
<br />LF
<br />$ 11.00
<br />$ 71,500.00
<br />$ 64,350.00
<br />$ 7,150.00
<br />CONCRETE SIDEWALK (COMMON AREA)
<br />1,500
<br />L SY
<br />I $ 18.00
<br />$ 27,000.00
<br />$ 24,300.00
<br />$ 2,700.00
<br />SIDEWALK STABILIZATION (2' SOD)
<br />12,500 1
<br />SF
<br />1 $ 0.20
<br />$ 2,500.00
<br />$ 2,250.00
<br />$ 250.00
<br />SIGNAGE AND STRIPING
<br />11
<br />LS
<br />I $ 2,000.00
<br />$ 2,000.00
<br />$ 1,800.00
<br />$ 200.00IWWA
<br />TOTAL
<br />TOTAL
<br />I
<br />$ 136,478.00
<br />$ 266,302.00
<br />1 $ 206,947.80
<br />$ 59,354.213
<br />EXHIBIT "A" PAGE 1 OF 3
<br />ATTACHMENT 4
<br />56
<br />UVI
<br />65
<br />STORM DRAINAGE
<br />DESCRIPTION
<br />QUANTITY
<br />UNIT
<br />UNIT COST
<br />TOTAL
<br />COMPLETE
<br />INCOMPLETE
<br />15" RCP
<br />132
<br />LF
<br />$ 25.00
<br />$ 3,300.00
<br />$ 2,970.00
<br />$ 330.00
<br />18" CAP
<br />40
<br />LF
<br />$ 39.00
<br />$ 1,560.00
<br />$ 1,404.00
<br />$ 156.00
<br />18" RCP
<br />599
<br />LF
<br />$ 34.00
<br />$ 20,366.00
<br />$ 18,329.40
<br />$ 2,036.60-
<br />24" CAP
<br />20
<br />LF
<br />$ 51.00
<br />$ 1,020.00
<br />$ 918.00
<br />$ 102.00
<br />24" RCP
<br />122
<br />LF
<br />$ 50.00
<br />$ 6,100.00
<br />$ 5,490.00
<br />$ 610.00
<br />36" RCP
<br />444
<br />LF
<br />$ 83.00
<br />$ 36,852.00
<br />$ 33,166.80
<br />$ 3,685.20
<br />36" CTAP
<br />60
<br />LF
<br />$ 88.00
<br />$ 5,280.00
<br />$ 4,752.00
<br />$ 528.00
<br />CONCRETE COLLARS
<br />6
<br />EA
<br />$ 3,000.00
<br />$ 18,000.00
<br />$ 16,200.00
<br />$ 1,800.00
<br />CATCH BASINS/STORM MANHOLES
<br />11
<br />EA
<br />$ 4,000.00
<br />$ 44,000.00
<br />$ 39,600.00
<br />$ 4;400.
<br />$ 12,744.00
<br />TOTAL
<br />4' DIA. MANHOLE 14-16' DEEP
<br />I
<br />$ 136,478.00
<br />$ 122,830.20
<br />$ 13,647.80
<br />EXHIBIT "A" PAGE 1 OF 3
<br />ATTACHMENT 4
<br />56
<br />UVI
<br />65
<br />SANITARY SEWER SYSTEM
<br />DESCRIPTION
<br />QUANTITY
<br />UNIT
<br />UNIT COST
<br />TOTAL
<br />COMPLETE
<br />INCOMPLETE
<br />8" PVC (SDR 26) 6-8' CUT
<br />196
<br />LF
<br />$
<br />24.00
<br />$ 4,704.00
<br />$ 4,233.60
<br />$ 470.40
<br />8" PVC (SDR 26) 8-10' CUT
<br />1,016
<br />LF
<br />$
<br />32.00
<br />$ 32,512.00
<br />$ 29,260.80
<br />$ 3,251.20
<br />8" PVC (SDR 26) 10-12' CUT
<br />470
<br />LF
<br />$
<br />36.00
<br />$ 16,920.00
<br />$ 15,228.00
<br />$ 1,692.00
<br />8" PVC (SDR 26) 16-18' CUT
<br />477
<br />LF
<br />$
<br />47.00
<br />$ 22,419.00
<br />$ 20,177.10
<br />$ 2,241.90
<br />8" PVC (SDR 26) 18-20' CUT
<br />653
<br />LF
<br />$
<br />73.00
<br />$ 47,669.00
<br />$ 42,902.10
<br />$ 4,766.90
<br />4' DIA. MANHOLE 6-8' DEEP
<br />4
<br />EA
<br />$
<br />4,390.00
<br />$ 17,560.00
<br />$ 15,804.00
<br />$ 1,756.00
<br />4' DIA. MANHOLE 8-10' DEEP
<br />5
<br />EA
<br />$
<br />6,330.00
<br />$ 31,650.00
<br />$ 28,485.00
<br />$ 3,165.00
<br />4' DIA. MANHOLE 10-12' DEEP
<br />2
<br />EA
<br />$
<br />7,080.00
<br />$ 14,160.00
<br />$ 12,744.00
<br />$ 1,416.00
<br />4' DIA. MANHOLE 14-16' DEEP
<br />1
<br />EA
<br />$
<br />8,420.00
<br />$ 8,420.00
<br />$ 7,578.00
<br />$ 842.00
<br />4' DIA. MANHOLE 16-18' DEEP
<br />2
<br />EA
<br />$
<br />9,010.00
<br />$ 1$,020.00
<br />$ 16,218.00
<br />$ 1,802.00
<br />SINGLE SERVICE W/ CLEANOUT
<br />16
<br />EA
<br />$
<br />560.00
<br />$ 8,960.00
<br />$ 8,064.00
<br />$ 896.00
<br />DOUBLE SERVICE W/ CLEANOUT
<br />23
<br />EA
<br />$
<br />640.00
<br />$ 14,720.00
<br />1
<br />$ 13,248.00
<br />$ 1,472.00
<br />TV LINES
<br />2,812
<br />LF
<br />$
<br />4.30
<br />$ 12,091.60
<br />$ 10,882.44.
<br />$ 1,209.16
<br />TOTAL
<br />1
<br />$ 249,805.60 1
<br />$ 224,825.04
<br />$ 24,980.
<br />EXHIBIT "A" PAGE 1 OF 3
<br />ATTACHMENT 4
<br />56
<br />UVI
<br />65
<br />
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