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.~/DUIJ~ "D" - SUNFISH I3%KE DR. (SAP 199-104-02) <br /> Estimated <br />~m/Description Quantity <br /> <br /> Used <br />To Date <br /> <br />2105.501 Common Excavation <br />2112.501 Subgrade Preparation <br />2211.501 Aggregate Base, CL5 <br />2331.508 Type41 Wearing Course Mix. <br />2331.514 Type 31 Base Course Mix. <br />2501.573 Install 18" ~M Culvert <br />2501.573 Install 18" C~4 Aprons <br />2503.511 15" RC Pipe C15 <br />2503.511 21" RC Pipe CL5 <br />2506.508 Construct Std. Manhole(48") <br />2506.509 Construct Std. Catchbasin <br />2531.501 B-618 Conc. Curb & Gutter <br />2554.602 Furn. &Install Perm. Barricade <br />2564.602 Furn. & Install Stop Sign <br />2564.602 Furn.& Install Dead End Sign <br />2564. 602 Film. &Install R/ghtTurn Ln. Sign <br />2564.602 Furn.&Install Speed Limit Sign <br />2564.602 Furn. &Install Stop Ahead Sign <br />2564.602 Pavement Mark(right turn arrow) <br />2564.603 Edge of Travel Lane Striping <br />2564.603 Centerline Striping <br />2575.555 Turf Est~blisb3nent <br />Spec. Concrete Valley Gutter <br />Spec. Triangular Valley Gutter Section <br /> <br />2-2]DULE "E" - STORM SEWER - IMP. PROJ. 92-17 <br /> <br />~=.m/Description <br /> <br /> 2OO CY <br /> 12 RS <br />1,435 T <br /> 550 T <br /> 730 T <br /> 80 LF <br /> 2EA <br /> 75 LF <br /> 95 LF <br /> 2EA <br /> 2 FA <br />2,250 LF <br />iFA <br />iFA <br />1FA <br />lEA <br />2 EA <br />1FA <br />lEA <br />1,910 LF <br />1,166 LF <br /> 1.1 AC <br /> 55 SY <br /> 100 SY <br /> <br />Estimated <br />Quantity <br /> <br /> 0 CY <br /> ORS <br /> 0T <br /> 0T <br /> 0T <br /> 80 LF <br /> 2 FA <br /> 45 LF <br />110 LF <br /> 3 FA <br /> lEA <br /> 0LF <br /> 0 FA <br /> 0EA <br /> 0EA <br /> 0EA <br /> 0EA <br /> 0 FA <br /> 0EA <br /> 0LF <br /> 0LF <br /> 0 AC <br /> 0 SY <br /> 0 SY <br /> <br /> Used <br />To Date <br /> <br /> $5. oo /cY <br />$1o2. oo /RS <br /> $5.81 /T <br /> $22.19 /T <br /> $19.84 /T <br /> $16.00 <br />$1oo. oo /FA <br /> $19. oo <br /> $26.00 /LF <br /> $83o. oo /FA <br /> $6oo. oo /FA <br /> $4.79 /LF <br />$500.00 /FA <br /> $78.00 /FA <br /> $82. oo /FA <br /> $82. oo /FA <br /> $71. oo /FA <br /> $82. oo /FA <br /> $36.00 /FA <br /> $o. 45 /LF <br /> $o. 90 <br />$970.00 /AC <br /> $27.54 /SY <br /> $25.50 /sY <br /> <br /> $0.0( <br /> $0. O0 <br /> $o. oo <br /> $o.oo <br /> $o. oc <br />$1,280.00 <br /> $200.00 <br /> $810.00 <br /> $2,860.00 <br /> $2,490.00 <br /> $600. oo <br /> $o.oo <br /> $o. oo <br /> $o.oo <br /> $o. oo <br /> $o.oo <br /> $o. oo <br /> $o. oo <br /> $o. oo <br /> $o. oo <br /> $o. oo <br /> $o. oo <br /> $o. oo <br /> $o. oo <br /> <br />$8,240.00 <br /> <br />Extension <br /> <br /> 2621.5H 15" RCP CL5 <br /> 2621.5/4 18" RCP CL3 <br /> 2621.5H 21" RCP CL3 <br />~.* 2621.5=6 15" RCP Apron w/Trashguard <br /> 2621.5H 18" RCP Apron w/Trashguard <br /> 2621.5H 21" RCP Apron w/Trashguard <br /> 2621.5B Standard Manhole - 48" <br /> 2621.5B Standard Catchbasi~ <br /> 262t.5I Riprap C13 w/Geotextile Fabric <br /> <br />205 LF <br />398 LF <br />327 LF <br />4EA <br />lEA <br />lEA <br />4EA <br />ifa <br />8.2 CY <br /> <br />213 LF <br />376 LF <br />318 LF <br />2 fa <br />lEA <br />1fa <br />4 fa <br />1fa <br />9.1CY <br /> <br />$17.oo /LF <br />$19.oo /LF <br />$22.00 /LF <br />$5o0.oo /fa <br />$575.00 /FA <br />$705.00 /Fa <br />$83o.oo /fa <br />$600.00 /Fa <br />$50.00 /cY <br /> <br />$3,621.00 <br />$7,144.00 <br />$6,996.00 <br />$1,000.00 <br />$575.00 <br />$705.00 <br />$3,320.00 <br /> $6oo.oo <br /> $455.oo <br /> <br />$24,416.00 <br /> <br /> <br />