0010 305SP20-0003 AGR. BASE MAT. TY.I OR II NO. 21A OR 21B TON 290.530 _________._____ _________._____ ATTD 0020 310SD20-0001 TACK COAT GAL 7,718.000 _________._____ _________._____ 310 0030 315SP20-0006 PAVEMENT SHOULDER WEDGE PREP. CONST LF 14,784.000 _________._____ _________._____ ATTD 0040 315SP20-0051 ASPH. CONC. BMD P+VO SM12.5D TON 8,622.660 _________._____ _________._____ 315 0050 512SD20-0027 FLAGGER SERVICE HR 140.000 _________._____ _________._____ 512 0060 512SD20-0046 TEMP. PVMT MRKG TY. A, 4" LF 42,830.000 _________._____ _________._____ 512 0070 512SD20-0047 TEMP. PVMT MRKG TY. A, 6" LF 36,810.000 _________._____ _________._____ 512 0080 512SD20-0048 TEMP. PVMT MRKG TY. A, 8" LF 2,535.000 _________._____ _________._____ 512 0090 512SD20-0049 TEMP. PVMT MRKG TY. A, 12" LF 2,535.000 _________._____ _________._____ 512 0100 512SP20-0002 MAINTENANCE OF TRAFFIC PLANT MIX LUMP SUM LUMP SUM _________._____ ATTD 0110 512SX20-0005 TEMP. PVMT MRKG TEMP. PAVE. MESS. MARK (STOP BAR 12") LF 327.000 _________._____ _________._____ ATTD 0120 515SD20-0011 FLEX. PAVE. TIE-IN PLANING 0"-2" SY 539.730 _________._____ _________._____ 515 0130 515SD20-0013 FLEXIBLE PAVE.PLANING 0"- 2" SY 68,655.970
