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Run Date: '9114.12015 City of Everett-•Public Warks Department Cutoff Date: 8/26120116
<br /> Time: 9:25 AM Contract Estimate Voucher
<br /> Project '330
<br /> For Work'Order,#3'5980
<br /> Esthete#7 Contractor •ALLIED'CONSTRUCTION
<br /> WATER:MAIN REPLACEMENT"P" 3120 HEWITT AVE
<br /> WO.3598A'BID:$230,330;0'0 'EVERETT WA 98201
<br /> TOTAL BED:$918,:087:00
<br /> Uni# Plan Total Previous Present Total Previous Present
<br /> Item Description • Units Price Quantity Quantity Quantity Quantity Amount. A.'mount Amount
<br /> 0001 Mobilization L'S 21,000.00 1.00' 1:0000. 1.0000 0.0000, '21.,000:00 211;00,0,00 0:00
<br /> 0002 Surveying. LS .3,000.00 1:00 1.0000 1.0000 0.0000 3,000.00' 3,000.00 0:00
<br /> 0003 SPCC Plan LS 500.00. 1.00 1:0000 1.0000 0:0000 •500.00 500.00 0:00
<br /> 0004 Force Account FA 1.00 16,000.00 8,383.7800 6,846:6200 1,537.1600 6,383:78 6,846.62 1,537.16
<br /> 0005 Traffic Control,Labor HR 60:00 200.00 290.2500 290.2500 0.0000 1',7,415.00 17,415.00 0:00
<br /> ' 0006 Maintain&Protect Traffic Control LS 500.00 1.00 1.0000 1.0000. 0.0000 500:00 500.00: 0;00 •
<br /> 0007 Trench•Excavation Safety Systems LS 100,00 1.00 1.0000 1.0000 0.0000 100:00 100:000.00'
<br /> 0008 Street Cleaning&Sweeping 'HR , 600:00 10.00 12.0000 12.0000 0.0000 6,000.00 6,000.00 •0.00
<br /> atet09 Eroslon/Water•Pollution Control FA 1.00, 4,000.00 501.0200 487.6500 103.3700 '591.02 487.65 1103.37 .
<br /> (dm Sawcut ACP,Final Joint Cut to 6-in. ,LF 3.00 1.,300.00 1,400.0000 1.,400.0000• 0.0000 '4,200:00 4,200.00 '0.00
<br /> 0011 SawcutACP,Final Joint Cut Additional 1-in. LF 0:75 1,000.00 . 1,075.0000 1,075.0000 0.0000 806.25 806.25 0.00.
<br /> 0012 Foundation'Material.,Class A or B TN 30.00 70,00' 9.5600 9.5600 .0.0000 286.80 286:80 0.00
<br /> 0013 Gravel Borrow TN 22.00 350.00 365.5500 365.5500 . 0.0000 8,042.10 8,042.10 0.00
<br /> • 0014 Comtoolled Density Fill CY 200.00 10.00 7.0000 7.0060. 0.0000. 1,400:00 1,400:00 0.00
<br /> 001,5 Temp.Pavement Patch SY 75.00 30.00 , 16.5000 16.5000 0:0000 ' 1„237.50 1,237.60 0.00
<br /> 0016 Ductile Iron Pipe,8-in LF • 50:00 960.00 956.0000 , 956.0,000 0.0000 47,800.00 47,800.00 0.00
<br /> 0017 Gate Valve,8-in. EA 1,200;00 1,•00 ,1.0000 1.0000• 0.0000 1,200.00 1,200.00 0:00
<br /> 0018 Fire Hydrant Assembly EA 3,500:00' '2.00• . 3.0000 3.0000 0.0000 10,500.00 10,5Q0:00 0.00
<br /> 0019 Connect•to Existing 8-in.Water Main. . EA. 3,000:00 1:00 1.0000 1..0000 0.0000 3,000.00 3;000.00 0.00.
<br /> 0020 Corporation.Stop.w/Service Saddle,3/4 in. EA 400:00 1.9.00 20:0000. 20.0000 0:0000 8,000.00 8;000.00 0:00
<br /> 0021 Water Servide RE,374-in. LF , 14:00 220:0.0 267.0000 '267:0000 0:0000 '3,738.00 3;738.00 0:00
<br /> 0022 Water Meter Box,314-1n. EA 600:00 16:06 .20.0000 20.0000 0:0000 12,000.00 . 12,000.00 0.00
<br /> 0023 Air Vacuum Valve Assembly,171n. ' EA ' 2,500:00 1.00 2.0000 2.0000 0.0000 5;000:90' 5,000.00 0.00
<br /> 0024 Crushed,Surfacing.Top Course TN 40.00 ' 130.00 118.7400 118.7400 0.0000 .4,749.60 4,749:00 0.00
<br /> 0026 HMA,CL 1/2"PG 64-22 Perm.Trench Patch TN 160.00 130.00 1.59:7100 159:7100 0.0000 25,553:60 25,553:60' 0:00 !I
<br /> 0026 HMP,,CL 1/2"PG 64-22 Overlay TN 20000 •80.00 100.0000 100.0000 .0.0000 20;000:00 20,000.00 0.00•
<br /> 0027 Cement Monolithic Curb,&'Concrete'Sidewaik SY 110.00 50':00 47.0000 47.0000 ' '0:0000 '5,170.00 5,170.00 0;00
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