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FALCON TRACE - PLAT 5
<br /> COST ESTIMATE
<br /> I, Scott B. 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 total cost
<br /> esti te1tl for saitl improvements is $421 ,344.76. This estimate has been prepared, in part, to induce approval by the County of a
<br /> f plat pproval for Falcon hate Plat 5,
<br /> and for the purpose of establishing proper surety amounts associated therewith.
<br /> 39573 7 , 3 . 0 (C
<br /> ScdICB. WOU4, P.E. FL Reg. No.
<br /> UNIT %,
<br /> ITEM #: _ - DESCRIPTION: UNIT: QTY: PRICE: TOTAL: Remain Total
<br /> PLAT 5 '
<br /> 1 Earthwork
<br /> Clear, grub, chip and haul onsite LS 1 S 73,500.00 $73,500.00 10% $ 7,350.00
<br /> Strip topsoil CY 20,300 $ 0.95 $19,285.00 10% $ 1 ,928.50
<br /> Excavate lakes CY 0 $ 0.50 $0.00 10% $
<br /> Haul, spread, and compact CY 60,240 $ 1 .53 $92, 167.20 10% $ 9,216.72
<br /> Import fill, haul, and compact CY 22,500 $ 6.45 $145,125.00 10% $ 14,512.50
<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 34,950 $ 0.27 $9,436.50 10% $ 943.65
<br /> Earthwork Subtotal: $344,913.70 $ 34491 .37
<br /> 2 Water
<br /> 6" PVC WATERMAIN LF 1 ,39000 $ 12.00 $ 16,680.00 20% $ 3336.00
<br /> 6" DIP WATERMAIN LF 300.0) $ 17.50 $ 5,250.00 20% $ 1 ,050.00
<br /> GATE VALVEBOX 6" EA 3.00 $ 745.00 $ 2,235.00 20% $ 447.00
<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 20% $ 162.00
<br /> SAMPLE POINTS EA 2.00 $ 115.00 $ 230,00 20% $ 46.00 ,^ V
<br /> WM MJ FITTINGS LS 0.16 $ 58,250.00 $ 9,320.00 200/6 $ 1 ,864.00v
<br /> BLOWOFF ASSEMBLY EA 1 .00 $ 465.00 $ 465.00 20% $ 93.00
<br /> SINGLE SERVICE EA 7.00 $ 540.00 $ 3,780.00 20% $ 756.00
<br /> DOUBLE SERVICE EA 24.00 $ 810.00 $ 19,440.00 20% $ 3,888.00
<br /> CONN TO EX WM STUB EA 1 .00 $ 4,700.00 $ 4,700.00 20% 1 $ 940.00 f
<br /> TEMPORARY JUMPER CONNECTION EA 1 .00 $ 655.00 $ 655.00 20% $ 131 .00
<br /> FLUSHING POINT EA 1 .00 $ 0900.00 $ 6,900,00 20% $ 1 ,380.00
<br /> WATERMAIN TESTING LF 1 ,690.00 $ 1 .80 $ 3,042.00 20% $ 608.40
<br /> Water Subtotal: $ 81 ,307.00 $ 16,261 .40
<br /> 3 Sanitary Sower
<br /> B" PVC SDR35 0-6 CUT LF 398.00 $ 20.00 $ 7,960.00 20% $ 1 ,592.00
<br /> B" PVC SDR35 6-8 CUT LF 493.00 $ 21 .00 $ 10,353.00 20% $ 2,070.60
<br /> B" PVCSDR35 8-10 CUT LF 628.00 $ 23.00 S 14,444.00 20% $ 2,888.80
<br /> W PVC SDR3510-12CUT LF 53.00 $ 32.00 $ 1 ,696.00 200/6 $ 339.20
<br /> MANHOLE 0-6 CUT EA 1 1 .00 $ 1 ,970.00 1 $ 1 ,970.00 20% $ 394.00
<br /> MANHOLE 6-8 CUT EA 2.00 $ 2,250.00 $ 4,500.00 20% $ 900.00 (�
<br /> MANHOLE 8-10 CUT EA 2.00 $ 2,51000 $ 5,020.00 20% $ 1 ,004.00 1oY7
<br /> MANHOLE COATING VF 42.00 $ 29.00 $ 1 ,218.00 20% $ 243,60 1�
<br /> SINGLE PVC SERVICE EA .00 $ 445.00 $ 2,670.00 20% $ 534.00
<br /> DOUBLE PVC SERVICE EA 255.00 $ 495.00 $ 72,375.00 20% $ 2,475.00
<br /> SEWER LATERALM/M CONFLICT EA 4.00 $ 237.00 $ 948.00 20% $ 189.60
<br /> LATERAL MARKERS EA 31 .00 $ 20.00 S 620.00 20% $ 12400
<br /> SANITARY SEWER TESTING LF 1 ,572.00 $ 0.75 S 1 , 179.00 20% $ 235.80
<br /> TV TEST SEWER MAIN ONETIME LF 1 ,572.00 $ 1 .75 $ 2,751 .00 20% $ 550.20
<br /> PHASING MANHOLE CONNECTION EA 1 .00 $ 3,500.00 S 3,500.00 20% $ 700.00
<br /> Sanitary Sewer Subtotal: S 71204.00 $ 14,240.80
<br /> 4 _ Paving
<br /> Stabilized Sub rade SY 5,657 $ 5.00 $ 28,285.00 5% $ 11414.25
<br /> 8" Shellrock Base BY 4,458 $ 11 .50 $ 57 ,267.00 700% $ 51 ,267.00
<br /> 10" Shellrock Base SY 0 $ 17.00 $ 100% $
<br /> Prime and Sand BY 4,458 $ 0.40 $ 1 ,783.20 100% It 1 ,783.20
<br /> 1" Type S-III As halt 1st Lift) BY 4,458 $ 4.37 $ 19,481 .46 100% $ 19,481 .46
<br /> 3/4" Type S-III Asphalt 2nd Lift BY 4,458 $ 3.28 $ 14,622.24 100% $ 14,622.24
<br /> Type "F" Curb and Gutter LF 0 $ 10.45 $ 100% $
<br /> Type "D" Curb LF 0 $ 13.15 $ 100% $
<br /> Header Curb LF 0 $ 22.00 $ 100% $
<br /> Miami Curb with Curb Pad LF 3,597 $ 10.70 $ 38,487.90 100% $ 38,487.90
<br /> Striping and Si nae LS 1 $ 500.00 1 $ 500.00 100% $ 50000
<br /> Final Grade R.O.W. BY 4,458 $ 0.40 $ 1 ,783.20 100% S 1 ,783.20
<br /> Sod along curbs SF 7,194 $ 0.27 $ 1 ,942.38 100% $ 7 ,942.38
<br /> Sod along sidewalks SF 6,760 $ 0.27 $ 1 ,825.20 t00% $ 1 ,825.20
<br /> Paving Subtotal: $ 159,977.58 $ 133,106.83
<br /> 5 Storm Drainage
<br /> PVC 12° LF 608.00 $ 26.50 $ 16, 112.00 30% $ 4,833.60
<br /> 1 '
<br /> YA. p of 2 7/3/2006
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