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<br /> Area B
<br /> Construction Cost 5368243.53
<br /> Contingencies 5% 518412.18
<br /> Engineering 30% 5110,473.06
<br /> Total Cost # 5 5_
<br /> Cost Per CIL Foot 3525
<br /> 5141.03
<br /> 1 Fox Run Hayfield Road Houle Circle Peterson Trail Total
<br /> 1
<br /> No. Item Units EE Unit $ Qty EE Total $ I Qty 1 EE Total $ I Qty 1 EE Total $ I Qty 1 EE Total $ I
<br /> BASE BID: CL LENGTH 525 740 660 1800 3525
<br /> STREETS:
<br /> 1 MOBILIZATION LS 517,535.41 0.15 52,611.66 0.21 53,681.19 0.19 53,283.23 0.45 57,959.33 517,535.41
<br /> 2 TRAFFIC CONTROL LS 52,500.00 0.15 $372.34 0.21 $524.82 0.19 5468.09 0.45 51,134.75 52,500.00
<br /> 3 RECLAIM EXIST. BIT. SURFACING SY 52.00 1,653 53,305.56 2,330 $4,659.26 2,078 54,155.56 5,037 510,074.07 522,194.44
<br /> 4 REMOVE CURB & GUTTER LF 54.00 158 $630.00 222 0888.00 198 5752.00 480 51,920.00 $4,230.00
<br /> 5 4' PERFORATED POLYETHYLENE PIPE LF $7.00 210 51,470.00 296 $2,072.00 264 51,848.00 640 $4,480.00 59,870.00
<br /> 6 AGGREGATE BASE COURSE, CLASS 5 TN $11.00 182 51,999.86 256 52,818.85 229 52,514.11 554 56,094.81 913,427.64
<br /> 7 ADJUST FRAME AND RING CASTING EA 5210.00 3 9630.00 4 5840.00 3 5830.00 12 $2,520.00 54,620.00
<br /> 8 ADJUST VALVE BOX EA 5105.00 1 5105.00 4 $420.00 3 5315.00 6 5830.00 51,470.00
<br /> 9 SAW AND SEAL PAVEMENT LF 51.75 525 5918.75 740 51,295.00 660 51,155.00 1,600 52,800.00 56,168.75
<br /> 10 SURMOUNTABLE CONCRETE C & G LF $20.00 158 53,150.00 222 54,440.00 198 53,960.00 480 59,600.00 $21,150.00
<br /> 11 TYPE LV 3 NON WEARING COURSE MIX (6) TN $65.00 190 512,354.51 268 517,413.98 239 $15,531.39 579 537,651.85 082,951.74
<br /> 12 TYPE LV 3 WEARING COURSE MIXTURE (8) TN 570.00 143 $9,978.65 201 514,065.14 179 $12,544.58 434 530,411.11 566,999.48
<br /> 13 BITUMINOUS MATERIAL FOR TACK COAT GAL 53.50 83 5289.24 116 $407.69 104 5363.61 252 5881.48 51,942.01
<br /> 14 REMOVE & REPLACE BIT. OR CONC. DWY. SY 050.00 44 52,187.50 62 53,083.33 55 52,750.00 133 56,666.67 014,687.50
<br /> 15 TOPSOIL BORROW (LV) CY 524.00 76 51,820.00 107 $2,565.33 95 52,288.00 231 $5,546.67 $12,220.00
<br /> 16 SODDING, LAWN TYPE SY 57.75 44 5339.06 62 5477.92 55 5426.25 133 51,033.33 52,276.56
<br /> 41110 Subto
<br /> STORM SEWER:
<br /> 1 15' RCP STORM SEWER tal 542,162.12 559,652.51 $53,024.61 5129,404.09 9284,243.53
<br /> LF 525.00 0 $0.00 350 $8,750.00 0 $0.00 650 516,250.00 525,000.00
<br /> 2 2'x3' CB OR 4 DIA. CBMH EA 52,000.00 0 50.00 2 54,000.00 0 50.00 5 510,000.00 514,000.00
<br /> 17 STORM SEWER IMPROVEMENTS EA $6,000.00 3 518,000.00 3 $18,000.00 1 $6,000.00 0.5 53,000.00 $45,000.00
<br /> Subtotal 518,000.00 530,750.00 56,000.00 529,250.00 984,000.00
<br /> Total Construction Cost $60,162.12 590,402.51 559,024.81 $158,654.09 9388,243.53
<br /> Contingency 53,008.11 54,520.13 52,951.24 57,932.70 518,412.18
<br /> Engineering 518,048.64 527,120.75 517,707.44 547,596.23 5110,473.06
<br /> Total Cost 581,218.86 5122,043.39 579,683.49 5214,783.01 5497,128.77
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