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`` Cutoff Date: 31912018
<br /> City.of Everett-Public Works Department
<br /> Run Date: PM Contract Estimate Voucher
<br /> Time: •
<br /> 1 1:33:33 dor Work Order#3472A
<br /> Project:.333 Contractor MARSHBANK CONSTRUCTION
<br /> Estimate#16 PO BOX 97
<br /> 41ST TO WMVDCORRIDOREINIPRQVEMENTS FREIGHT LAKE STEVENS,WA 98258-0097
<br /> WO 3472A BID'.$3,095,376.03 Present
<br /> TOTAL BID:$3,095,376.03 Present Total Previous Amount
<br /> Unit plan Total Previous Quantity Amount Amount
<br /> Quantity Quantity O,nt
<br /> Units Price Quantify 0:0000 260,000.00 260,000.00
<br /> 0001em# Mobi8i tion 1.00 1,0000 1,0000 0 00 16,300.00 15,300.00
<br /> LS 260,000.00 0,0000 0.9000. -0.9000 0.00
<br /> Removal
<br /> of 17,000.00 ' 1.00 0:9000 16,140.00 16,140.00
<br /> 00.
<br /> LS 3 798,0000 3;798.0000 10,341.50 0,00
<br /> 0002 Removal.of Structure and'Obstruction •
<br /> LF 4 25 1;6DD.DD 0.0000 10,36016
<br /> SawauL 60,000.00 10,360.7600 10,360.76000. 6 10,360.76 0.00
<br /> 00031.00 1,320.6900 • 0.0000 0,00
<br /> 0004 Roadways Materials Ind Haulu and Disposal FA50.00 1;000.00 1,320.6900 0.0000 66,034.50 66,034.00
<br /> CY 13,309.0000 13,309,000035,545.00 0.00
<br /> 0005 Roadway Excavation Incl SY 5 DO 14,00.0.00 0 000,0 35,541,00
<br /> Planing Bid Polyethylene
<br /> Pavement(0 eo er 960.00 646,2000 646,2000
<br /> 0006 55.001,705.00 0.00
<br /> 0007 Corrugated Polyethylene Storm Sewer Plpe LF 30 0000 0.0000 1,705.00
<br /> 23.00 31.0000 2 , 05. 0 21,705.00 0.00
<br /> 121n EA 55.00 0.0000
<br /> inlet StructureeEtlon .2,400:00 473.6200 473.6200 700010 6,009.00 0.00 d'
<br /> 0008 E 55.00 6.0000 0.0000 0.00
<br /> 0009 Earth Wall 7 00 6.0000 18,400.00 18,400.00
<br /> EA 1,300.00 8.0000 8.0000 0.0000 0.00
<br /> 00101 Catch Basin Type 1 2,300.00 10.00 0.0000 5,250.00 5,250.00
<br /> Type 2 481n EA 10,0000 10.0000 525.00 0,00
<br /> 0011 Catch Basin Typ EA 525.00 7.00 0.0000 625.00
<br /> Adjust Manhole 8.00 1.0000 1.0000 2,100.00 0.00
<br /> 0012 EA 520.00 3.0000 0.0000 2,100.00
<br /> 00130014 Count Catch Basin 6.00 3.0000 0.00 0.00 0.00
<br /> 700.00 0.0000 0.0000 0:0.0
<br /> 5 Connection to Drainage Structure 500.00 3:00 o 0000 8,400.00 8,400.00
<br /> EA 21.0000 0.0000 0.00
<br /> 0015 Solid Lid for Catch Basin or'inlet 400,00 1.00 21.0000 0.0000 51,400.30 58,400.00
<br /> EA 1,709_5100 1,709..51000.00 0,00
<br /> 0016 Plugging Existing Pipe TN 30.00 2,400.00 .0.0000 0.00
<br /> Crusace W atacing Top Course $00' 0.0000 0,00002 784 00 0.00
<br /> 0017 EA 46Q.00 0.0000 -2,784.41 0,00
<br /> 'Replace CoststericetarBox 4,000.00 -2,784.4100 -2,784A100 145,884.9574
<br /> 0018 FA 1,00 �.O.Ot)00 145,884.95 0,00
<br /> 0019
<br /> 0 HMA CL.1Price Adjustment 83.00 1,900:00. 1,757.6500. 1;757.6500 0.0000 82,88$.95 95,8 . 5
<br /> TN722.4400 722.44000.00
<br /> 0020 HMA ial IN.PG 64-22 TN 114.00 100.00 0.0000 •45,475:92 45,475.92368.16
<br /> Commercial HMA 87000 928..0900 928.0800. 02,530.00 • 0.00
<br /> 0021 Sy 49:00 0.0000 52,530:0.0 0.00
<br /> 1;751,0000 1•,751:0000 . 7,530:00 7,725.00
<br /> 0022 Cement Concrete Sidewalk •
<br /> 30:p0 • 1;920.00 0:0000
<br /> CementConaP.ede Irian and Gutter LF 250.00, 309,0000 .309.0000 2,300:00 2,300.000 O 0
<br /> '0023 _ LF 25.00 2.0000 � 0:0000
<br /> Cement ConaPedes{Tian Curly 2:00 2.0000 4,400,00 0,00.
<br /> •
<br /> 0024 . EA 1,150,000.0000 4;.00,00
<br /> 0.
<br /> 0025 Type B.C.urb Ramp . 2:00 4,0000. 4.0000
<br /> 0026. Type 0:Curb RemP with 4'Landing
<br /> EA 1,100,00
<br /> r
<br />
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