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<br /> .,-,� Cutoff Date: 3/912018
<br /> • City of'Everett-Public Works Department
<br /> Run Date': Contract Estimate Voucher
<br /> Tfme: 1:333/27/2018
<br /> 1:33 For Work Order#3472A Contractor; MARSHBANK CONSTRUCTION
<br /> Pro
<br /> ject: 333
<br /> Estimate#16 PO BOX 97
<br /> 41ST STREET TO WMVD FREIGHT LAKE STEVENS,WA 98258-0097
<br /> CORRIDOR IMPROVEMENTS •
<br /> WO 3472A BID:$3,095,378,03 •
<br /> TOTAL BID:$3,095,376.03 • Total Previous Present
<br /> •
<br /> Total Previous Present Amountsrase Amount
<br /> Unit Plan Quantity Quantity Amount
<br /> Units Price Quantity Quantity Q 14 094;nt0 14,09 0.00
<br /> 0063em# Description 0,0000 0.00
<br /> 2.00 7,200.00 7,047,0000 7,047.0000 0.0000 4,665.00 4,665.00
<br /> LF 1,556.0000 1,555.0000 0.00
<br /> Piastic Line 3.00 800.00 0.0040 3,190.00 3,190.00
<br /> •
<br /> Plastic Wide LArrow 4 F 22.0000 22.00000.00 0.00
<br /> 0054 EA 145.00 16.00 0.0000. 0.00
<br /> 0055 Pante Trak Arrow 0.0000 0.0000 0.00
<br /> LF 1.00 1,600.00 0.0000 199,588.67 199,588.67
<br /> 0057 Painted pv Curb 1.00 50,000.00 199,588.6700 199,588.6700 80 588 68 80,788.68 0.00
<br /> Private Improvement Restoration&Other Mod FA 80 774.6800 80,774.6800 0.0000 0.00
<br /> 0057FA 1.00 50,000.00 0.0000 5,000,00 5,000.00
<br /> 0058 PTothole Progressem 1.00 1.0000 1.0000 500,00 0.00
<br /> LS 5,000.00 1.0000 0.0000 609.00
<br /> 0069 Record Drawin Schedule 500.00 1.00 • 1.00000.00 0.00 • 0.00
<br /> LS 0.0000 0.0000 0.0000 0.00 '-
<br /> 0061 Account
<br /> L FA 1.00 10,000.00 . 32,442.50 32,442.50 t1]
<br /> 170.7500 170.7500 0,00000.00
<br /> 0061 Force Account Lean Concrete. HR 190.00 200:00 0.0000 2,936.23 2,936.23
<br /> 0062 Roadside
<br /> Cleaning 6,000.00 2,935.2300 2,936.2300 62 0'.00
<br /> FA 1.00 64'1.3200 0.0000
<br /> 00634 Cement oncreuP 62 00 240,00 641.3200 39,761.847,660.40 39,761,847,660.40 • 0.00
<br /> SY 19,151.0000 19,151,0000 0.00000.00
<br /> 0064 Cement Concrete Pavement Base 0.40 10,000.00 21,534. ,534.29
<br /> Temp Pavement Excavation Classa Short Duration LF 448.6310 448,6310 0.0000 0.00
<br /> 006548.00 230.00 0.0000 • 4,365.31 4,355,31
<br /> 0067 Structure orExtra
<br /> B Incl Haul CY 1,000.00 2,903,5400 2,903,5400 g p35.30 0.00
<br /> SF 1,60 64:5000• 0.0000
<br /> 0067 Shoring Dena ty Excavation Class B CY 140.00 150.00 64.5000 10,924.62 10,924.62 0.00
<br /> Controlled Density Fill EA 3.0000 3.0000 0.00000.00
<br /> 0068 EA 3,641.54 3.000.0000 1,360.00 1,360.
<br /> 0069 CCCTetCom Camera Replaceepl Cotchst 4 00 4.0000 4.0000 • 9,493.68 36 0.00
<br /> 340,00 14.0000 0.0000 9,493.68
<br /> 0070 Additional
<br /> TrafficLoop Stub Work
<br /> EA 678.12 13.00 14.0000 2g 493 61 29,763.41 0.00
<br /> AdditionalPolice
<br /> Work 29,763.4100 . 29,763.4100 0.00000.00
<br /> 0071FA 1.00 7&,000:00 0.0000 8,050.69 8,050,69
<br /> . 073 Class 4,0 Pollee Officer75.00 146.8300 . 146.83008,04 .69 8,050,69 0.00
<br /> 64.83SY 241.5000 0.0000
<br /> 0073 CTlass 2 Cement Cement Conc Sidewalk 6-in thick LF 31.64 . 115.00 241.5000 3,341.06 3,6 1.40 •0.00
<br /> 104.00,Ob • 1'04:0000 0.0000 0:.00
<br /> 0074 Class
<br /> 4,000 Cementconn rte C3 Day Mix LF 31,85 .200.00 4,168.1332,40 3, 12, 0
<br /> Class hBla eons Cfrb&Gutter A-1 LF 86.5000 85..5000 0.00000.00
<br /> X07548,T5 90.00 26,050.00 26,00.00
<br /> 0077 42=inah elAd1U8t entfor Utility
<br /> Dela s LF 1.0000 • 1.0000 . .0.00000 00
<br /> 26.,050:00 1.00 O,000D 15,708.00 15,708.00
<br /> • 007 . Equitable hVehicle
<br /> A p Det a for In talla Delays • LS 22,00 17.0000' 17.0000 0.0".0
<br /> Eq •924.00 0.000'0, • 41,451,69 41,451:69.
<br /> 0078 HMA'G is op.2" G 4 22t Pavement •-•127,25 250.00 '325,7500. 325,7500
<br /> OD79 HMA Glass 112"PO 64-22Patch TN.
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