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Exhibit C <br />DELIVERABLES <br />FM# 431759-2-54-01 <br />ffEm NO. <br />DESCRIPTION <br />UNIT <br />ESTIMATED QTV. <br />---1.011-1 — <br />MOBILIZATIONIDEMOBILIZATION <br />LS <br />1 <br />102-1 <br />- <br />MAINTENANCE OF TRAFFIC . .. . ............. <br />LS <br />I <br />L 4INg. <br />Qk NE [!A <br />LF <br />0707—_16456 <br />191-11 <br />FLOATING TURBIDITY BARRIER <br />LF <br />—.560 <br />-191-j8_ <br />INLET PROTECTION SYSTEM <br />EA <br />69 <br />110-11-1 <br />CLEARING AND GRUBBING <br />I <br />2722_120-1 REGULAR EXCAVATION <br />—Ls <br />CY <br />12656 <br />120-6EMBANKMENT <br />(COMPACTEP IN LP <br />CY <br />5781 <br />160-4 <br />12"STABLIZED SUBGRADE. <br />SY <br />44048 <br />-7 <br />lqfLLO Z_ <br />. ........ . .. <br />9" CEMENTED COQUINA <br />SY <br />40554 <br />. . . ......... . . <br />286-1 <br />TURNOUT CONSTRUCTION, CONCRETE EIE <br />SY <br />1493 <br />6 - <br />.. »__286.2 ... —.— <br />TURNOUT CONSTRUCT10N.ASFIH <br />-- _ALT . . <br />TN <br />21 <br />327-70-1- <br />. . . . <br />MILL EXISTING ASPHALT PAVEMENT <br />SY <br />2944 <br />34-1-13 <br />TYPE SP APSHLATIC CONCRETEOVERBUILD <br />-- 0777 2202TN <br />7200 <br />7200 <br />334:1:13_ <br />SUPERPAVE ASPHALT CONC!jETSP-1 2.5,7RAFFIC C,.1.5" THICK <br />TN <br />4562 <br />337-7-32 <br />APSHALT CONCRETE FRICTION COURSE FC- 5 TRAFFIC P,.RUBBER 1" THICK <br />TN <br />0202 3430 <br />----- 400-1-2 ­ <br />CONCRETE CLASS I ENDWALLS <br />CY <br />6.33 <br />..... ACO -2-2 <br />. . . ....... <br />CONCRETE CLASS 11, ENDWALLS <br />I <br />CY <br />27.4 <br />—AikiLi ------ <br />IREINFORCING-STEEL- ROADWAYL13S <br />1648 <br />425 1311 <br />INLETS qq TtIPELE-j,.�j <br />EA <br />5 <br />j4J2�j <br />!NL;jp�Lj@PEE­_, <br />—425-1331 <br />INLET8 CURB, TYPE P-3 <10' -------- <br />425-1341 .. <br />INLETPSig I!g.F��O <br />EA <br />7272 1 <br />425-1351... <br />INLETpSp!j@ TYPE P-5 <12� <br />EA <br />14 <br />425-1361. <br />........... <br />INLET P 10070—_ <br />EA <br />10 <br />425-1421 ... <br />IN S . ..... --PE J-2 <10' 7070 <br />EA <br />—2722_. <br />3 <br />425-1452-- <br />----LETS <br />LIN ,.g_qRB <br />_,.g_ PE J-5. >IV <br />EA <br />425-1461 <br />425-1521 <br />INLETS1 CURB TYPE J-6 <IW <br />NIK§�QljqH Bq7j0M TYPE C <.l <br />EA <br />EA <br />425-2-41 <br />MANHOLE <br />EA <br />A26-g:j2 <br />MANHOLE, TYPILf-Z,.j 10' <br />M6NE_j _.,_ _ . .. . .............. <br />—EA <br />426-2-43 <br />MANHOLE, TYPE P-7, PARTIALEA <br />425-2-61 <br />MANHOLE TYPE P-8 < 10' <br />EA <br />5 <br />--- 426-2-63 <br />MANHOLE. TYPE P-8. PARTIAL <br />EA <br />2 <br />_125-2-71 <br />MANHOLE IM:L7,.IE <br />EA <br />4 <br />425-2-91 <br />MANHOLE, TYPE J-8. < 10' •-.._........._ <br />. . EA10 <br />425-4 . <br />ADJUST INLETS <br />........ ----------- <br />E A <br />7 <br />425-5 <br />ADJUST MANHOLESEA <br />222...»7.7.7.•••7••......•....._...— — ---------- <br />5 <br />426-6 <br />VALVE BOXES ADJUST__ . .... . ... <br />�A <br />38 <br />430-174115.. <br />alfff <br />6 <br />430-174118 <br />PIPE CULVE T ROUND 18"SD- <br />— <br />LF <br />---------- <br />5 <br />430-1Z�LjjZ4 <br />alPELCL&VEFkT fkqp ROUND. 24- SD <br />,RQ_Q�­­­__ . ..... ... . <br />..... Lf. <br />613 <br />4313-174130 <br />PIPE CULVERTlkQ? <br />,ROUND _VL4p._ <br />LF <br />1591. <br />4300.174136 <br />PIPE CULVERT. RCP. ROUND, 36" SD <br />LF <br />654 <br />430-174142 <br />PIPE CULVERT, ROUND, —AL RCP �L _Q,A <br />811 <br />430-175-215 <br />PIPE CULVERT, <br />0 <br />430-17 226 <br />PIPE CULVER-T RCP. gLh±ljLQ&,A5j <br />50 <br />773-70-3 <br />FRENCH DRAIN 18" <br />LF1434 <br />»2022».----- <br />520-1-10_RETE <br />CURB & GUTTER {TYPE: <br />52D-!i:!l .... <br />Am <br />CONCRETE- <br />TRAFFIC SEPARATOR CONCRETE- TUPE !EWIDE <br />F <br />467 <br />Page 19 <br />P126 <br />