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' OPINION OF COST
<br /> eV. Si
<br /> WSB PROJECT:1999 Stmt and Wsumuin btspros-cmmu Design By. Mike Nielson
<br /> Project Loearion: St.Anthony.A& Checked By: Todd Hubmer
<br /> ' WSBProjecr No: 1065.33 ,, sa. „ Dare: 16-Jun-99
<br /> Lie Unit
<br /> ltdson Stmt Siruon Boules'esd Cres it`s prise
<br /> to to Fsli-d E:vinss,a
<br /> Ctests'it,Dri%c Wilson Stmt Cooms1 Road 88 Total To.[
<br /> No. Ilescri Lion Unit Price QTY I Cost QTY Cost QTY I Cost Q-tit, I Cw
<br /> ' A. SURFACE IMPROVEMENTS _
<br /> 1 MOBB.IlATION -_ 1 11MP 520.000.00 1.00 520.000.00 SO.00 - $000- 1.00 T S_0.000.00
<br /> 2 CLEARING&,GRUBBING EACH 5500.00 1.00 51.50000 50.00 50,00 3.00 11.500.00
<br /> ' 3 REMOVE CURB AND GUTTER LIN Fr _ $ISO 3,900.00 $5.850.00 2,068.001 S1.102.00 1,760.00 _S2.6+000 7.728 A0 $11.592.00
<br /> 4 REMOVE SEWER PIPE(STORM) I UN FT $10.00 2,752.00 $27.520.00 1,000.DDI $10.000.00 900.00 59.000.00 1652,00 W.320,00
<br /> 5 REMOVE SEWER PIPE(SANITARY) LIN FT $7.00 2.000.00 514.000.00 5000 750.00 S.5.2,0.00 2.7,0.00 519.250.00
<br /> 6 REMOVE MANHOLE AND CB(STORM) EACH $350.00 47.00 S16.450.00 9.001 53.150.00 6.00I 52.100.00 62.00 S21.700.00
<br /> ' 7 IREMOVE MANHOLE(SANITARY) - EACH 5350.00 8.00 S2,800.00 2.001 S700DO 3.001 -$1,050,00 1350 5+.550.00
<br /> 8 REMOVE.GATE VAI.VF.AND BOX(ALL Sr/1.5) EACH 5120.00 5.W S60O.00 1.001 $36000 4,001 5480.00 12.00 SI440.00
<br /> 9 REMOVE I'CURB STOP&BOX FACII 51000 40.00 $1.200.00 18.00 S540.00 12.0OI S360.00 70.00 S_.100.00
<br /> 10 REMOVE 1-TYPE K COPPER PEPE LIN FT 52.00 1,320.00 $2.640.001 594.00; SI.188.00 J%001--5792,00 2.310.00 51620.00
<br /> 11 REMOVE WATER MAIN(AI-L SIZES) LIN FT 54.50 1,95500 58,797.50 1,000.001 54.30000 750.001 53.77500 3.705.00 516.672.50
<br /> ' 12 REMOVE:HYDRANT I EACH S300.00 4.00 SI,200.00 2001 $600.00 1.001 -S300.00 7.00 S2.I DO.00
<br /> 13 REMOVE BITUMINOUS PAVEMENT(127 I SO YD 54.00 9.400.00 537,60100 4,600.001 518.400.00 3,910.001 515.640.00 17.910.00 1 S71.W.00
<br /> 14 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SO YD SI.50 10000 5150.00 8.5.001 5127.50 40,00 560,00 225.00 5337.50
<br /> 15 REMOVE CONCRETE DRIVEWAY PAVEMENT 1 SO YD 55,00 250.00 $1.250.00 120.001 5600.00 80.00] 5400,00 450.00 52.250.00
<br /> ' 16 REMOVE CONCRETE DRIVEWAY APRON 1 SO YD 5500 450.00 $2.250.00 480.001 52400.00 400.00;_02.000,00 1.110.00 56.650.00
<br /> 17 REMOVE CONCRETE WALK SO FT 50.50 2.500.00 51.250.00 50.00 $0,00 2,500.00 S:50,00
<br /> 18 SAWING BIT PAVEMENT(FULL DEPTH) LIN FT S3.00 287.00 5849.00 100.001 $300,00 70.001 5210.00 451.00 SI.359.00
<br /> 19 COMMON EXCAVATION CU YD $5.00 8,40D.00 542.000.00 4,400.00I 122.000.00 3.330.001 S16.630.00 16.130.00 580.650.00
<br /> 2D GRANULAR BORROW(1,V) CU YD 56.00 12,600.00 575.600.00 6,600.00 539.600.00 5.000.00! 530.000.00 24.200.00 $145.200.00
<br /> ' 21 TOPSOIL BORROW - ! CU YD S7.00 610.00 54.270.00 290.00 $2.030.00 230.001 51.61000 1.130.00 57.910.00
<br /> 22 8-AGGREGATE BASE CLASS 5 TON 5800 4,650.00 S37.200.00 2,160.00 517.280.00 2.010001 516.080.00 8.820.00 570.560.00
<br /> 27 TYPE J 1137:ARIIG COURSE MIXTURE(2') TON 530.00 1,100.00 533.000.00 500.00 515.000.00 410.00 S 12.300.00 2010.00 560300.00
<br /> 24 TYPE 11 BASE COURSE(3-) TON S29.00 1,600.00 546,400.00 750.OD1 521.750.00 605.001 517.545.00 2.955.00 585.695.00
<br /> 25 BITUMINOUS DRIVE WAY PAVEMENT SQ YD 512.50 100.00 51,250.00 83.001 51.062.50 40.001 5500.00 225.00 I 52.812.50
<br /> 26 BITUMINOUS MATERIAL.FOR TACK COAT GAL SI.50 500.00 5750.00 220.00 $170.00 180.001 $270.00 900.00 51.350.00
<br /> 27 CONCRETE CURB AND GUTTER.DESIGN 8618 LIN FT S6.50 4,21330 $27,398.80 Z260.001 314,690.00 1,920.001 $12.490.00 8.795.20 554.568.80
<br /> 28 6-CONCRETE DRIVEWAY PAVEMENT SQ YD 528.00 250.00 57.000.00 120.00 53.360.00 80.001 52.240,00 450.00 $12,600.00
<br /> 29 6-CONCRETE DRIVEWAY APRON SQ YD 528.00 530.00 $14,840.00 480.00 $13,440.00 400.001 $11.200.00 1410.00 539480.00
<br /> ' 30 r CONCRETE SIDEWALK SQ FT 53.00 9,725.00 329.175.00 5,000.00 SI5.0W.00 4,000.00 S12.WO 00 18,725.00 $56.175.00
<br /> 31 C.OETE TILE FABRIC SQ YD 51.25 9,600.00 S12,000.00 4,6-001 $5,750,00 3,910.00I 54.887.50 18.110.00 522.617.50
<br /> 32 SODDING SO YD 52.00 3,%3.00 57,926.00 2,000.00 f4.0DD.00 1,600.00 53,200.00 7.567,00 $15,126,00
<br /> 33 LANDSCAPING I LUMP SUM j 510,000.00 030 $5,000.00 0.251 $2.500.00 0.251 52.500.00 1.00 1 510.000,00
<br /> BUBTOTAL 5489.716.30 1 5223,760.00 $187,119.50 $900,595.80
<br /> ' UrACONTINGFNCY S48.971.63 522.376.00 $18.711.95 590.059.58
<br /> SUBTOTAL 553807.97 1 $246.136.00 I 5205.831.45 S990.655.38
<br /> 3055 INDIRECT COSTS
<br /> $161,606.38 1 577.840.80 561,749.44 I 5297,1 96.61
<br /> TOTAL 5700,294.31 I S319,976.901 1 5267,580.89 51.287,8579
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