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HtI)ULE "D" - SXJNFISH lAKE DR. (SAP 199-104-02) <br /> Estimated <br />em/Description Quantity <br /> <br /> Used <br />To Date <br /> <br />Unit Price <br /> <br />Extension <br /> <br />2105.501 Common Excavation <br />2112.501 Subgrade Preparation <br />2211.501 Aggregate Base, CL5 <br />2331.508 Type41 We~rir~ Course Mix. <br />2331.514 Type 31 Base Course Mix. <br />2501.573 I~stall 18" (/M Culvert <br />2501.573 Install 18" ~M Aprons <br />2503.511 15" RC Pipe C15 <br />2503.511 21" RC Pipe CL5 <br />2506.508 Construct St~.Manhole(48") <br />2506.509 Construct Std. Catchk~sin <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.& Insr~ll Dead EDd Sign <br />2564. 602 Furn. &Install RightTurn 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 Esta_hlishment <br />Spec. Concrete Valley Gutter <br />Spec. Triangular Valley Gutter Section <br /> <br />SCHEDULE "D": <br /> <br />7~IDULE "E" - STORM SEWS!R - IMP. PRO3. 92-17 <br /> <br />.=-m/Description <br /> <br /> 2O0 CY <br /> 12 RS <br />1,435 T <br /> 550 T <br /> 730 T <br /> 8O LF <br /> 2 EA <br /> 75 LF <br /> 95 LF <br /> 2 EA <br /> 2 EA <br />2,250 LF <br /> lEA <br /> <br /> 1 EA <br /> 2 EA <br /> <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 /> 0CY <br />11.6 RS <br />1148 T <br /> 0T <br /> 0T <br /> 8O LF <br /> 2 EA <br /> 45 LF <br /> i10 LF <br /> 3 EA <br /> 1 EA <br />2067 LF <br /> 0EA <br /> 0 EA <br /> 0EA <br /> 0EA <br /> <br /> 0EA <br /> 0EA <br /> 0LF <br /> 0LF <br /> 0 AC <br /> 28 SY <br /> 9O SY <br /> <br /> Used <br />To Date <br /> <br /> $5. oo /cY <br />$102. oo /~s <br /> $5.81 /T <br /> $22.19 /T <br /> $19.84 /T <br /> $16. oo <br />$1oo. oo <br /> $18. oo /LF <br /> $26.00 /LF <br />$83o. oo /FA <br />$6oo. oo /EA <br /> $4.79 /LF <br />$500. oo /FA <br /> $Ts. oo <br /> Ss2. oo /EA <br /> SS2. oo /FA <br /> $71. oo <br /> $82. oo /EA <br /> $36.00 /EA <br /> $o. 45 /LF <br /> So. 90 /~F <br />$970.00 /AC <br />$27.54 /SY <br /> S25.50 /sY <br /> <br />Unit Price <br /> <br /> $0.00 <br />$1,183.20 <br />$6,669.88 <br /> $o.oo <br /> So.oo <br />$1,280.00 <br /> $2OO.OO <br /> $81o.oo <br />$2,860.00 <br />$2,490.00 <br /> $600.00 <br />$9,900.93 <br /> $o.oo <br /> So.oo <br /> So.oo <br /> So.oo <br /> $o.oo <br /> So.oo <br /> So.oo <br /> So.oo <br /> So. oo <br /> $o. oo <br /> $771.12 <br />$2,295.00 <br /> <br />$29,060.13 <br /> <br />Extens ion <br /> <br /> 2621.5H 15" RCP CTL6 <br /> 262i.5H 18" RCP CT,'{ <br /> 2621.5H 21" RCP CL3 <br />· * 2621.5H 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 Catchbasin <br /> 2621.5I Riprap C13 w/Geotextile Fabric <br /> <br />TAL SCKEDULE "E": <br /> <br />205 LF <br />398 LF <br />327 L~ <br />4 EA <br />lEA <br />lEA <br />4 EA <br />lEA <br />8.2CY <br /> <br />221 LF <br />376 LF <br />318 LF <br />4EA <br />lEA <br />lEA <br />4 EA <br />lEA <br />9.1CY <br /> <br /> $17.00 /LF <br /> $19.00 /LF <br /> $22.00 /LF <br />$500.0o <br />$575.oo /FA <br />$7o5.oo /EA <br />$83o.oo /FA <br />S6oo.oo /FA <br /> $50.00 /cY <br /> <br />$2,757.00 <br />$7,144.00 <br />$6,996.00 <br />$2,000.00 <br />$575.00 <br /> $7o5.oo <br />$3,320.00 <br /> $600.00 <br /> $455.00 <br /> <br />$25,552.00 <br /> <br /> <br />