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I <br /> <br />iS~MIDI/LE "D" - SUNFISH LAKE DR. (SAP 199-104-02) <br /> Estimated <br /> Itam/Description Quantity <br /> <br />,I1. <br /> <br /> Used <br />To Date <br /> <br />lkd~ensior <br /> <br /> 2105.501 Common Excavation <br /> 2112. 501 Sub, de Preparation <br /> 2211.501 Aggregate Base, CT.5 <br /> 2331.508 Type41 Wearing Course Mix. <br /> 2331.514 Type 31 Base Course FLi>.'. <br /> 6. 2501.573 Install 18" C~4 Culverd2 <br /> 7. 2501.573 Install 18" CfM Aprons <br /> 8. 2503.511 15" RC Pipe C15 <br /> 9. 2503.511 21" RC Pipe CL5 .' <br /> 10. 2506.508 Construct Std. Manhole(48") <br />I ll. 2506. 509 Cor~%lmaot Std. Cat--in <br />12. 2531.501 B-618 Conc. Oarb & GLrtter <br />13. 2554. 602 Furn. &Install Perm. Bar%icade <br /> <br />i 14. 2564.602 ~urn. & Install Stop Sign <br />15. 2564. 602 Furn.& Install Dead Er~ sign <br />16. 2564. 602 ~%L~n. &Install RightTul-n Ln. Sign <br />i?. 2564. 602 FErn. &lnst~ll Speed Limit Sign <br />18. 2564. 602 Furn. &Install Stop Ahead Sign <br />19. 2564. 602 Pavemeant Mark(right turn al-rc~) <br />20. 2564. 603 Edge of Travel Lane Stripipg <br />2io 2564. 603 Centerline S%ripipg <br />22. 2575.555 Turf Establ~t <br />23. Spe~. Concrete Valley Gutter <br /> <br />i24. Spec. Triangular Valley Gutter Section <br /> <br /> TOTAL SCHIDULE "D": <br /> <br /> 2OO CY <br /> 12 RS <br />1,435 T <br /> 550 T <br /> 730 T <br /> 80 T..~ <br /> 2 EA <br /> 75 LF <br /> 95 LF <br /> 2 EA <br /> 2 EA <br />2,250 I~ <br /> lEA <br /> lEA <br /> 1 EA <br /> iEA <br /> 2 EA <br /> lEA <br /> lEA <br /> 1,910 LF <br /> 1,166 T..~ <br /> 1.1 AC <br /> 55 SY <br /> 100 SY <br /> <br /> 0 CY <br />11.6 RS <br />1875 T <br /> 521 T <br /> 585 T <br /> 8O LF <br /> 2EA <br /> 45LF <br /> 110 LF <br /> 3 FA <br /> iFA <br />2067 LF <br /> 2 FA <br /> 0EA <br /> 0EA <br /> iFA <br /> 2 EA <br /> iFA <br /> iFA <br /> 2290 <br /> 1810 LF <br /> 0.8 AC <br /> 32 SY <br /> 9O SY <br /> <br /> $5. oo /cY <br />$1o2. oo /RS <br /> $5.81 /T <br /> $22.19 /T <br /> $19.84 /T. <br /> $16.00 /LF <br />$1oo. oo <br />$18. oo /~ <br />$26.00 /LF <br />$83o. oo <br />$6oo. oo <br /> $4.79 /LF <br />85oo. oo /FA <br /> $78. oo /FA <br /> Ss2. oo /FA <br /> 882. oo /EA <br /> $71.00 /FA <br /> $82. oo /FA <br /> $36.00 /EA <br /> SO.45 /~ <br /> $o. 90 /L~ <br />$97o. oo /Ac <br /> $27.54 /SY <br /> $25.50 /sY' <br /> <br />I S~mEEDULE "E" - STORM SEWER - I]~P. t~. 92-17 <br /> Item/Description <br />Il.2621.5H !5" RCP ¢TL5 <br /> <br />Estimated <br />Quantity <br /> <br />2O5 LF <br /> <br />221 LF <br /> <br />$17. oo /~ <br /> <br />$0.0( <br />$1,183.2[ <br />$10,893.7[ <br />$11,560.9~ <br />$11,606.4£ <br />$1,280.0[ <br />$200. oc <br />$810. OC <br />$2,860. OC <br />$2,490.0C <br />$600. OC <br />$9,900.92 <br />$1,000.0C <br /> $o.oc <br /> So. oc <br /> $82. oc <br /> $142. OC <br /> $82. oc <br /> $36.0C <br /> $1,030.5C <br /> $1,629.0C <br /> $776.0C <br /> $881.28 <br /> $2,295.0C <br /> <br />$61,339.05 <br /> <br />Extension <br /> <br />$3,757.00 <br /> <br /> 2. 2621.SH 18" R~~ CL3 <br /> 3. 2621.5H 21" RCP CTLq <br />13~-.* 2621.5H 15" RCP Apron w/Tr~h~ <br /> 4. 2621.5H 18" REID Apron w/T~-~-~hguard <br /> 5. 2621.5H 21" RCP Apron w/Tl-ashguard <br />I 6. 2621.5B Star~ Manhole - 48" <br />7. 2621.5B St~ C~tc~ja% <br />8. 2621.5I Rip,ap C13 w/Geot~ile Fabric <br /> <br />I%~J]2AL ~ "E": <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />398 <br />327 LF <br /> 4 EA <br /> 1El <br /> lEA <br /> 4 FA <br /> lEA <br />8.2 CY <br /> <br />376 LF <br />318 LF <br /> <br /> iFA <br /> <br /> 4EA <br /> lEA <br />9.1CY <br /> <br />Szg.oo <br />$22.oo /L~ <br />$5oo.oo /FA <br />$575.oo /EA <br />$7o5.oo <br />883o.oo /FA <br />$6oo.oo /EA <br /> $5o.oo /cz <br /> <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. oo <br /> <br />$25,552.00 <br /> <br />51 <br /> <br /> <br />