|
j'nato:•.9/1.4/20'1`6. C.ity,of.E.verett•;P.ublic..liuorks•°U;epal'trr�'ent. Cutgff,'D'ate:-�8i 6.12015
<br /> •
<br /> 'Tme:: 17.57•AM Contra.ctEstirnate,�Voridh$r
<br /> 'Project:':324 For 1N..stun rder:#t 4"7' ,Contractor, .IN9 ERWEST CONSTRIJCTI0N
<br /> SEWER,"•M' EFLA6.EMENT;.& Estimate#1.9 609:NORTH HILL BOUL5MAIRD •
<br /> •
<br /> • CAPACII.•Tl'.II011OVCItIIENTS .
<br /> W.0•34.70B,'BID:$6,.0574586;00; . BURLINGTONWA.9'82'33.
<br /> TOTAL'SID:$10,975,1.89:68' •
<br /> •
<br /> Unit :Plan Tota/ Previous • Present Total Previous Present:
<br /> n.# npsctaptfon :U,ni,ts Mice 'Qtlarntity' •. Quantity Quantify Quantity Arn.o,unt Amount . Amount
<br /> i4 Concrete Curb,Type'•E-1. I.,F . X2:00 ' 1.1,130;00 13,261.5.000• 1;3251•.5000 :0:0000 20:1433,00• 291,533::00 0.00
<br /> i5 Cement'Cohcrete DriVeway:Enttande,.Type 1 $Y 65:00 •95:.00• 124.8000 124.8000 0:0000 . 6,864.00 6,064:00 0.00
<br /> i6 Cement'Concrete Driveway Entrance,Type 3. $Y 56:00 1,,678:00 65,Q,8000 650:8000 0:.0000 30;794:00• 35,794.00 0.00
<br /> i7 Cement'.Concrete,Side-.w,alk,4.Inch Thick SY 48.00 2;980.00 3,966A000 3;966:4000 0.0000 190,387.20 190,387.20. 0.00
<br /> i8 Concrete Perpendieular•Cprb Ramp EA 1,510.00 4200 .52.0000 52.0000 00000 78,6620;00 78,520:00 0,00
<br /> i9 Concrete.Single•Dlrect-iotrol Curb Ramp• EA 1,.610'.00 3:00 13.0000 13.0000 • 0:0000 19,630.00 19;630:00 0.00
<br /> i0 Concrete Parallel Curb Ramp EA 2,050,00 '25.00 . 26.0000 2e,000q 0,0000 53,300;00 53,800,00 • 0.00
<br /> 161 Survey Monuments EA 1,100:00 25:00 19.0000 10,.0000 0.0000 ' 20,900.00 20,900:00. 0.00
<br /> ig2a Pavernent.Mar•Idng ' LS 5,0.00.00 1.00 1.0000 1.000Q 0.0000 6,000.00 5,000:00 0.00.
<br /> i3 Grass•Seed.&Topsoil Type A SY. 18:00 8;200;00 9,396,0000 9,396.0000 0.0900 ' 169;128.00 169,128.00 0.00
<br /> 14 Storm Drainage Com-ectlon'to•SMH Q13• LS 46000,00 1.00 1..0000 1.0000 0.0000 46,000:00 46,000:00 0:00
<br /> i5 Force•Account FA 1,00' •250,000.00 65,964.5700 '66,:964.570'0 0.0.000 65,964.57 65;064:57 0;00
<br /> i6 84lnch•.Dlameter.Type 3.Manhole LS 16•;886.00 1.00 1.0000 1.00'00 0.0000 16,885.00 16,885,00 0.00
<br />'0 Surveying LS 4,905.00 1.00 1.0000 1.0000 0.000'0 4;905.00 4,905.00 0:00
<br />'•1 Contractor Liaison LS ' 10,000.0.0 • 1.00 1,0000 1,0000 0,0000 ' 10,000,00 10,000:00 0.00.
<br />'2 Mobilization LS 27;600,00 1.00 1.0000 1.0000 0,0000 27,500.00 27,500,00 0:00
<br />'3 Maintain&'Protect Traffic Control LS 13,995.00 1.00 1.0000 • 1.0000 0.0000 13,995.00 13,095.00 0.00
<br />'4 Temporary Sed/mentation.&Eroslon'Control LS 5,423.00 1.00 1.0000' 1.0000 0,0000 .5,423.00 •5;423.00 0:00'
<br />'5 Trench.Excavation.Safe1Y Systems LS 4,770:00 1.00 1.0000 1.0000. 0.0000 •4,770.00 4,770.00 0.00
<br />'6 48-Inch Type 3.Manhole EA 6,578.00 1.00 1.0000 1.0000 0.0000 6,578.00 6;578.00 0;00
<br /> 7 Additional.Height.60-Inch Type 3 Manhole LF 461.50 8.00 8,0000 8.0000 0.0000 3;692.00 3,692.00 0.00
<br />'8 Cement•Concrete 6-Inch Under Asphalt 'Cy' 200.100 16.0.00 120.5000 120.5000 0.0000 24,100.00 24,100.00 0.00
<br /> Pavement I
<br /> Work Order Totals: 6,055,708.99 6,055;708.99 0.0.0 1
<br /> i
<br /> i
<br /> • •
<br /> A
<br />
|