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Exhibit B -3 October 25, 2010
<br /> Job 4110501
<br /> Onsite Improvements
<br /> Note: In this exhbit, each category (ie road improvements, domestic water) is a fxility and all work shown fora facility that Is associated with a single phase constitutes a discrete component He "Phase 1 Road
<br /> Improvements ", "Phase 2 Road Improvements" and "Phase 1 Domestic Water" are each a discrete component).
<br /> DESCRIPTION QUANTITY by PHASE TOTAL I UNITI COST
<br /> PHASE I Total Phase l II 111 IV 9
<br /> Building 1 2 3 4
<br /> 13" 1111 AB (reduce by 40% Orr-wins 244 482 244 482 1,452 796 656 184 974 4,062 CY $ 34.50
<br /> TOTAL $ 8,418.00 $ 16,629.00 $ 8,418.00 $ 16,629.00 $ 50,094.00 $ 27,472.22 $ 22,616.67 $ 6,363.33 $ 33,605.56 $ 140,151.78
<br /> Hot Mix 4" AC Paving 6,100 12,000 6,100 12,000 36,200 19,800 16,400 4,600 24,30C 101,300 50 $ 2.65
<br /> TOTAL $ 16,165.00 $ 31,800.00 $ 16,165.00 $ 31,800.00 $ 95,930.00 $ 52,470.00 5 43,460.00 $ 12,190.00 $ 64,395.00 $ 268,445.00
<br /> 2' Concrete Curb /Gutter (Type A) 350 1,150 350 1,15 3,000 1,10C 1,000 300 1,870 7,27C LF $ 20.00
<br /> TOTAL 5 7,00040 5 23,000.00 $ 7,000.00 5 23,000.00 5 60,000.00 $ 22,000.00 5 20,000.00 5 6,000.00 $ 37,400.00 $ 145,400.00
<br /> Concrete Sidewalk )Monolithic w /color) 2,500 1,040 2,500 1,04 7,080 7,800 4,010 3,600 5,70C 28,190 SF 5 6.50
<br /> TOTAL 5 16,250.00 $ 6,760.00 5 16,250.00 5 6,760.00 5 46,020.00 5 50,700.00 5 26,065.00 $ 23,400.00 5 37,050.00 $ 183,235.00 _
<br /> r , a r 7 $ 47,833.00 $ 78,189.00 $ 47,833.00 $ 78,189.00 $ 252,044.00 $ 152,642.22 $ 112,141.67 $ 47,953.33 $ 172,450.56 $ 737,231.78
<br /> •
<br /> 4" PVC SS PIPE 0 0 0 5 0 0 200 0 36C 560 LF $ 40.00
<br /> TOTAL 5 - 5 - $ - 5 - 5 - $ - 5 8,000.00 5 . $ 14,400.00 $ 22,400.0
<br /> 6" PVC SS PIPE 69 0 131 200 445 837 226 190 1,898 LF $ 50.00
<br /> TOTAL $ 3,450.00 $ - $ 6,550.00 $ - '. $ 10,000.00 $ 22,250.00 $ 41,850.00 $ 11,300.00 $ 9,500.00 $ 94,900.00
<br /> 8" PVC 05 PIPE 418 0 352 •.. 770 180 0 0 740 1,690 10 5 60.00
<br /> TOTAL $ 25,080.00 $ - $ 21,120.00 $ - 5 46,200.00 $ 10,800.00 $ - $ - $ 44,400.00 $ 101,400.00
<br /> Type 1 Sanitary Sewer Manhole 3 0 2 r 5 4 3 0 4 16 EA 8 3,950.00
<br /> TOTAL 5 11,850.00 5 - $ 7,900.00 $ - $ 19,750.00 $ 15,800.00 5 11,850.00 $ - $ 15,800.00 $ 63,200.00
<br /> Sanitary Sewer Lift Station 0 0 0 , 0 1 0 0 1 2 EA $ 25,000.00
<br /> TOTAL $ - $ $ - 5 - 5 25,000.00 $ - $ - 5 25.000.00 $ 50.000.00
<br /> Connect existing 55 services 6 " -8 "PVC 1 0 0 , 1 1 1 1 1 5 EA $ 1,400.00
<br /> TOTAL 5 1,100.00 $ - 5 - $ - 5 1,400.00 $ 1,400.00 $ 1,400.00 $ 1,400.00 $ 1,400.00 $ 7,000.00
<br /> 6" Sewer Oeanool 0 0 0 , 0 3 16 1 36 56 EA 3 250.00
<br /> TOTAL $ • $ - $ - $ - $ - $ 75000 5 4,000.00 $ 250.00 $ 9,000.00 $ 14,000.00
<br /> ,`j :'n" • l' 7 , ",. $ 41,780.00_ $ - $ 35,570.00 $ - $ 77,350.00 $ 76,000.00 $ 67,100.00 $ 12,950.00 $ 119,500.00 $ 352,900.00
<br /> 2" PVC DW Pipe w /Cathodic Protection 260 260 260 26, 1,040 78C 300 260 36C 2,74C LF 5 42.00
<br /> TOTAL $ 10,920.00 $ 10,92040 $ 10,920.00 5 10,920.00 $ 43,68000 $ 32,760.00 $ 12,600.00 $ 10,920.00 $ 15,12000 $ 115,080.00
<br /> 6" PVC DW Pipe w /Cathodic Protection 100 100 200 200 250 50 60 760 LF $ 4600
<br /> TOTAL 5 4,500.00 $ - $ 4,500.00 5 - 5 9,000.00 $ 9,000.00 $ 11,250.00 $ 2,250.00 5 2,700.00 $ 34,200.00
<br /> 10' PVC DW Pipe w /Cathodic Protection 0 0 0 0 520 0 1,051 1,571 LF $ 62.00
<br /> TOTAL $ - 5 - 5 - $ - $ - $ 5 32,240.00 $ - 5 65,100.00 5 97,340.00
<br /> 14" PVC DW Pipe w /Cathodic Protection 360 165 360 165 1,050 800 520 150 0 2,521 1F $ 120.00
<br /> TOTAL 5 43,200.00 $ 19,800.00 5 43,200.00 $ 19,800.00 $ 126,00040 $ 96,000.00 $ 62,400.00 5 18,00000 $ - $ 302,400.00
<br /> Gate Valve 2 1 2 6 3 2 1 4 16 EA $ 5,000.00
<br /> TOTAL 5 5,000.00 $ 10,00040 5 5,000.00 $ 10.000.00 $ 30,00040 $ 15,000.00 5 10,000.00 5 5,400.00 $ 20,00040 $ 80,000.00
<br /> Blow Off Valve 1 0 1 2 1 1 1 1 6 EA $ 4,100.00
<br /> TOTAL $ 4,100.00 $ - $ 4,100.00 5 - , $ 8,200.00 5 4,100.00 3 4,100.00 5 4,100.00 $ 4,100.00 $ 24,600.00
<br /> 14" Tees &Fittings 4 2 4 11 12 10 3 4 40 EA $ 2,500,00
<br /> TOTAL $ 10,000.00 5 5,000.00 $ 10,000.00 $ 2,500.00 $ 27,500.00 5 30,000.00 $ 25,000.00 5 7,500.00 $ 10,000.00 $ 100,000.00
<br /> 10 "31 "Tee 0 0 0 , 0 0 0 0 5 5 EA 5 2,500.00
<br /> TOTAL $ - $ - 5 - $ - $ - 5 - S - S - 5 12,50000 $ 12,500.00
<br /> Fire Hydrant Assembly 2 1 2 , 5 4 4 1 3 17 EA $ 6,000.00
<br /> TOTAL 5 12,000.00 5 6,000,00 $ 12,000 .00 $ - $ 30,000.00 $ 24,000.00 5 24,000.00 5 6,000.00 5 18,00000 $ 102,000.00
<br /> Remove BO, connect to existing stub 1 0 1 2 2 1 1 1 7 EA $ 2,500.00
<br /> TOTAL 5 2,50000 5 - 5 2,500.00 5 - , $ 5,000.00 $ 5,000.00 $ 2,50400 5 2,500.00 5 2,500.00 $ 17,500.00 ,
<br /> • £ 4y,,�r`,; ;2>, $ 92,220.00 $ 51,720.00 $ 92,220.00 $ 43,220.001 $ 279,380.00 $ 215,860.00 $ 184,090.00 $ 56,270.00 $ 150,020.00 $ 885,620.00
<br /> Waterfront Esplanade (Redwood Creek - 30'Wide) 0 0 0 , 0 6,60 9,000 0 0 15,801 00 $ 6.50
<br /> TOTAL 5 - $ - $ - $ - $ - $ 44,200.00 $ 58,500.00 $ - $ - $ 102,100.00
<br /> Waterfront Esplanade (inner Marina -5' Wide) 0 0 0 , 0 0 0 2,300 4,650 6,95C 5f $ 6,50
<br /> TOTAL 5 - $ . $ - $ - $ - $ - $ - $ 14,950.00 5 30,225.00 $ 45,175.00
<br /> Lighting (Pedestrian & Bollard) 0 0 0 0 650 900 460 9 30 2 ,970 LF L5
<br /> TOTAL $ - $ - 5 - 5 - , $ - $ 26,600.00 $ 31,920.00 5 15,960.00 $ 31,920.00 $ 106,400.00
<br /> Shoreline Edge Treatment 0 0 0 0 680 900 46C 930 2,97C LF $ 105.00
<br /> TOTAL $ ' $ - $ - 5 - , I, 5 - 5 71,400.00 $ 94,500.00 $ 48,300.00 $ 97,650.00 $ 311,850.00
<br /> Parks 0 0 0 ,,. 0 0 39,100 15,206 14,700 69,001 Sf $ 7.00
<br /> TOTAL $ - 5 - $ - $ - $ - $ - $ 273,700.00 $ 106,400.00 $ 102,900.00 $ 483,000.00
<br /> '.. _ " *,'Z y °'I'.1 IL .d ;' $ - $ • $ - $ - $ - . $ 142,200.00 $ 458,620.00 $ 185,610.00 $ 262,695.00 $ 1,049,125.00
<br /> ..r •.;'f 410404 $ 181,833.00 $ 129,909.00 $ 175,623.00 $ 121,409.00', $ 608,774.00 $ 586,702.22 $ 021,951,67 $ 302,783.33 $ 704,665.56 $ 3,024,876.78
<br /> Construction Management Fee $ 27,274.95 $ 19,486.35 $ 26,343.45 $ 18,211.35 $ 91,316.10 $ 88,005.33 $ 123,292.75 5 45,417.50 $ 105,699.83 $ 153,731.52 3 150
<br /> p Contingency $ 5,454.99 $ 3,897.27 0 5,268.69 $ 3,642.27', $ 18,263.22 $ 17,601.07 $ 24,658.55 5 9,083.50 5 21,139.97 $ 90,7460 30
<br /> f , ;s 4 Y't f ` „ . . littIrtkii. $ 214,562.94 $ 153,292.62 $ 207,235.14 $ 143,262.62 $ 718,353.32 $ 692,308.62 _ $ 969,902.97 _ $ 357,284.33 $ 831,505.36 $ 3,569,354.60
<br /> Phase I OPC Pape 1 ol 1
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