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PRELIMINARY ENGINEER'S ESTIMATE - NEIGHBORHOOD RECONSTRUCT
<br />(OXFORD STREET, NORFOLK STREET, LOWELL STREET, 192ND AVENUE, 194TH CIRCLE, 194TH AVENUE, IRVING
<br />STREET, IRVING CIRCLE, 193RD LANE, LOVELL CIRCLE, 193RD AVENUE, KING CIRCLE)
<br />2017 STREET IMPROVEMENT PROJECT
<br />OCTOBER 27, 2016
<br />ITEM ESTIMATED ESTIMATED ESTIMATED
<br />NO.ITEM DESCRIPTIONUNITUNIT COSTQUANTITYCOST
<br />1MOBILIZATIONLUMP SUM$68,000.001$68,000
<br />2CLEARINGTREE$130.0048$6,240
<br />3GRUBBINGTREE$26.2548$1,260
<br />4REMOVE CASTINGEACH$100.001$100
<br />5REMOVE CONCRETE PAVEMENTSQ FT$0.899,421$8,385
<br />6FULL DEPTH RECLAMATIONSQ YD$1.5037,255$55,883
<br />7REMOVE BITUMINOUS PAVEMENT - DRIVEWAYSQ YD$3.152,696$8,492
<br />8SAWING CONCRETE PAVEMENT - FULL DEPTHLIN FT$5.30679$3,599
<br />9SAWING BITUMINOUS PAVEMENT - FULL DEPTHLIN FT$3.001,827$5,481
<br />10LANDSCAPE RESTORATIONALLOWANCE$30,000.001.00$30,000
<br />11COMMON EXCAVATION (EV)CU YD$9.008,429$75,861
<br />12TOPSOIL BORROW (LV)CU YD$28.002,600$72,800
<br />13SUBGRADE PREPARATIONROAD STATION$189.00109.1$20,620
<br />14AGGREGATE BASE CLASS 7TON$5.0013,602$68,010
<br />15MILL BITUMINOUS SURFACE (2")SQ YD$11.5543$497
<br />16BITUMINOUS MATERIAL FOR TACK COATGALLONS$2.402,107$5,057
<br />17TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) TON$62.003,186$197,532
<br />18TYPE SP 12.5 NON WEARING COURSE MIXTURE (2,B) TON$57.005,308$302,556
<br />19TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 2.5" THICKSQ YD$18.002,078$37,404
<br />20CONCRETE CURB & GUTTER DESIGN B412LIN FT$9.5021,838$207,461
<br />216" CONCRETE DRIVEWAY PAVEMENTSQ FT$4.9515,417$76,314
<br />22TRAFFIC CONTROL LUMP SUM$16,800.001.00$16,800
<br />23STORM DRAIN INLET PROTECTIONEACH$100.0018$1,800
<br />24TEMPORARY ROCK CONSTRUCTION ENTRANCEEACH$500.0011$5,500
<br />25SODDING TYPE MINERALSQ YD$4.7012,510$58,797
<br />26FERTILIZER TYPE 1POUND$0.851,001$851
<br />27REMOVE SEWER PIPE (STORM)LIN FT$2.50389$973
<br />28REMOVE MANHOLE OR CATCH BASINEACH$300.004$1,200
<br />2915" RC PIPE APRONEACH$1,000.003$3,000
<br />3024" RC PIPE APRONEACH$1,300.002$2,600
<br />3115" RC PIPE SEWER DESIGN 3006 CL VLIN FT$60.00266$15,960
<br />3224" RC PIPE CULVERT DESIGN 3006 CL IIILIN FT$33.6080$2,688
<br />33ADJUST FRAME AND RING CASTINGEACH$500.001$500
<br />34CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020EACH$2,200.007$15,400
<br />35CONSTRUCT DRAINAGE STRUCTURE DESIGN 2'X3'EACH$1,500.005$7,500
<br />36CASTING ASSEMBLY-STORMEACH$600.0012$7,200
<br />37CASTING ASSEMBLY-SANITARYEACH$500.001$500
<br />38SILT FENCE, TYPE MACHINE SLICEDLIN FT$1.752,600$4,550
<br />39RANDOM RIPRAP CLASS IICU YD$110.0020$2,200
<br />TOTAL ESTIMATED CONSTRUCTION COST$1,399,571
<br />CONSTRUCTION CONTINGENCY$139,957
<br />INDIRECT COSTS$139,957
<br />TOTAL ESTIMATED PROJECT COSTS$1,679,485
<br />S:\\Municipal\\Aelkriver\\ER303\\FEASIBILITY\\ER303-Reconstruct Area Engineers Estimate
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