0010 302SD20-0013 ENDWALL EW-12 EA 11.000 _________._____ _________._____ 302 0020 302SD20-0018 12" PIPE LF 82.000 _________._____ _________._____ 302 0030 302SD20-0037 24" PIPE LF 5.000 _________._____ _________._____ 302 0040 302SD20-0196 12" END SECTION ES-1 OR 2 EA 6.000 _________._____ _________._____ 302 0050 302SD20-0204 24" END SECTION ES-1 OR 2 EA 1.000 _________._____ _________._____ 302 0060 303SD20-0004 GRADING LUMP SUM LUMP SUM _________._____ 303 0070 303SD20-0007 BORROW EXCAVATION MIN CBR 5 CY 758.000 _________._____ _________._____ 303 0080 303SD20-0022 CHECK DAM ROCK TY. I EA 11.000 _________._____ _________._____ 303 0090 303SD20-0023 CHECK DAM ROCK TY. II EA 35.000 _________._____ _________._____ 303 0100 303SD20-0029 SILTATION CONTROL EXCAVATION CY 765.000 _________._____ _________._____ 303 0110 303SD20-0034 TEMP. SILT FENCE TYPE A LF 4,102.000 _________._____ _________._____ 303 0120 305SX20-0006 SELECT MATERIAL OPEN GRADED BASE TON 2,387.000 _________._____ _________._____ ATTD 0130 308SD20-0012 AGGR. BASE MATL. TY. I NO. 21B TON 2,860.000