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<br /> FALCON TRACE - PLAT 6
<br /> COST ESTIMATE
<br /> I, Scott S. McGuire, a Florida Registered Engineer, License No. 39573, do hereby certify to Indian River County that a cost
<br /> estimate has been prepared under my responsible direction for those improvements itemized in this exhibit and that the
<br /> total cost estimated for said improvements is $439,652.35. This estimate has been prepared, in part, to induce approval by
<br /> the Cou ,of a final plat appri for Falcon Trace Plat 6, and for the purpose of establishing proper surety amounts
<br /> ass ated therewdh.
<br /> 39573 •0 �p
<br /> Scff B. McGuire, PrE FL Reg. No.
<br /> UNIT 010
<br /> ITEM #: DESCRIPTION: UNIT: QTY: PRICE: TOTAL: Remain Total
<br /> PLAT 6
<br /> 1 Earthwork
<br /> Clear, grub, chi antl haul offsite LS 1 $ 73,500.00 $73,500.00 10% $ 7,350.00
<br /> Strip topsoil CY 21 ,400 $ 0.95 $20,330.00 10% $ 2,033.00
<br /> Excavate lakes CY 0 $ 0.50 $0.00 10% $
<br /> Haul, spread, and compact CV 70,280 $ 1 .53 $107,528.40 10% $ 10,752.84
<br /> Import fill, haul, and compact CY 26,300 $ 6.45 $169,635.00 10% $ 16,963.50
<br /> Grade Site LS 1 $ 5,400.00 $5.400.00 10% $ 540.00
<br /> Sod lake banks / L.M.E. SF 0 $ 0.27 $0.00 10% $
<br /> Sod rear-yard swales SF 33,600 $ 0.27 $9,072.00 10% $ 907.20
<br /> Earthwork Subtotal: $385,465.40 $ 38,548.54
<br /> 2 Water
<br /> 6" PVC WATERMAIN LF 1 ,630.00 $ 1200. $ 19,560.00 20% $ 3,912.00
<br /> 6" DIP WATERMAIN LF 380.00 -$-17 50 $ 6,650.00 20% $ 1 ,330.00
<br /> 8" PVC WATERMAIN LF 230.00 $ 16.00 $ 3,680.00 20% $ 736.00
<br /> GATE VALVE/BOX 6" EA 2.00 $ 745.00 $ 1490.00 20% $ 298.00
<br /> GATE VALVE/BOX 8" EA 1 .00 $ 1 ,080.00 $ 1 ,080.00 20% $ 216.00
<br /> FIRE HYDRANT/GV/ASSY EA 3.00 $ 2,600.00 $ 7,800.00 20% $ 1 ,560.00
<br /> HYDRANT BOLLARDS EA 3.00 $ 270.00 $ 810.00 1 20% $ 162.00
<br /> SAMPLE POINTS EA 3.00 $ 115.00 $ 345.00 1 207/6--- $ 69.00
<br /> BL MJ FITTINGS LS 0.16 $ 58,250.00 $ 9,320.00 20% $ 1 ,864.00 I �W
<br /> BLOWOFF ASSEMBLY EA 1 .00 $ 465.00 $ 465.00 20% -$-93 00
<br /> SINGLE SERVICE EA 5.00 $ 540.00 $Wil2,700.00 20% $ 540.00 /J
<br /> DOUBLE SERVICE EA 28.00 $ 810.00 $ 22,680.00 2016 4,536.00 G/
<br /> CONN TO EX Wily STUB EA 1 .00 $ 4,700.00 $ 4,700.00 20% $ 940.00
<br /> TEMPORARY JUMPER CONNECTION EA 1 .00 $ 655.00 $ 655.00 20% $ 131 .00
<br /> FLUSHING POINT EA 1 .00 1 $ 6,900.00 $ 6,900.00 20% $ 1 ,380.00
<br /> WATERMAIN TESTING LF 2,240.00 $ 1 .80 $ 4,032.00 20% 1 $ 80640
<br /> Water Subtotal: $ 92867.00 $ 18,573.40
<br /> 3 Sanitary Sewer
<br /> 8" PVC SDR35 0-6 CUT LF 528.00 $ 20.00 $ 10,560.00 20% $ 2, 112.00
<br /> 8" PVC SDR35 6-8 CUT LF 498.00 $ 21 .00 $ 10,458.00 200% $ 2,091 .60
<br /> 8" PVC SDR35 B-10 CUT LF -3-5-5 0-0 T---23 00 $ 8,165.00 26% $ 1 ,633.00
<br /> 8" PVC SDR35 10-12 CUT LF -7-91 0-0 $ 32.00 $ 12,512.00 20% $ 2,502.40
<br /> 8" PVC SDR35 12-14 CUT LF 21 .00 $ 40.00 It 840.00 20% $ 168.00
<br /> MANHOLE -6 CUT EA 2.00 $ 1 ,970.00 $ 3,940.00 20% $ 788.00
<br /> 6 I I
<br /> MANHOLE s-8 CUT EA 4.00 $ 2,250.00 $ 9,000.00 20% $ 1 ,800.00
<br /> MANHOLE 1-10 CUT EA 1 ,00 1 $ 2,510.00 $ 2,510.00 20% $ 502.00
<br /> MANHOLE 10-12 CUT EA 1 .00 $ 2,850.00 $ 2,850.00 20% $ 570.00
<br /> MANHOLE COATING VF 66.00 $ 2900 $ 1 ,914.00 20% $ 382.80
<br /> SINGLE PVC SERVICE EA 10.00 $ 445.00 $ 4,450.00 20% $ 890.00
<br /> DOUBLE PVC SERVICE EA 24.00 $ 495.00 $ 11 ,880.00 2094 $ 2,376.00
<br /> SEWER LATERAL/WM CONFLICT EA 3.00 $ 237.00 $ 711 .00 20% $ 142.20
<br /> LATERAL MARKERS EA 34.00 $ 20.00 $ 680.00 200% $ 136.00
<br /> SANITARY SEWER TESTING LF 1 ,795.00 $ 0.75 $ 1 ,346.25 20% ' -$ -26915 269.25
<br /> TV TEST SEWER MAIN ONETIME LF 1 ,795.00 $ 1 .75 $ 3,141 .25 20% $ 628.25
<br /> PHASING MANHOLE CONNECTION EA 1 .00 $ 3,500.00 $ 3,500.00 20% $ 700.00
<br /> Sanity Sewer Subtotal: $ 88,457.50 $ 17,691 .50
<br /> 4 Paving
<br /> Stabilized Sub rade BY 5,651 $ 5.00 $ 28,255.00 50/0 $ 1 ,412.75
<br /> 8" Shellrock Base BY 4,541 $ 11 .50 $ 52,221 .50 100% $ 52,221 .50
<br /> Prime and Sand BY 4,541 1 $ 0.40 $ 1 ,816.40 100% It 1 ,816.40
<br /> 1" Type S-III Asphalt 1st Lift) BY 4,541 1 $ 4.37 $ 19,844.17 100% $ 19,844. 17
<br /> 3/4" Type S-III Asphalt 2nd Lift BY 4,541 $ 3.28 $ 14,894.48 -100% $ 14,894.48
<br /> Miami Curb with Curb Pad LF 3,326 $ 10.70 $ 35,588.20 100% $ 35,588.20
<br /> Striping and Si nae LS 1 -f-500 00 $ 500.00 100% $ 500.00
<br /> Final Grade R.O.W. SV 4,541 $ 0.40 $ 1 ,816.40 100% $ 1 ,816.40
<br /> Sod along curbs SF 6,652 $ 0.27 $ 1 ,796.04 100% $ 1 ,796.04
<br /> Sod along sidewalks SF 6,280 $ 0.27 $ 1 ,695.60 100% $ 1 ,695.60
<br /> Paving Subtotal: $158,427.79 $ 131 ,585.54
<br /> 5 Storm Drainage
<br /> V1 i IB 01
<br /> t..., 1 of Ira/zoos
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