1 SP EMERGENCY MOBILIZATION 2 EA 2 545 INCIDENTAL STONE BASE 200 TON 3 607 MILLING ASPH. PVMNT, 0”–3” DEPTH (0 - 1,000 SY) 1,000 SYD 4 607 MILLING ASPH. PVMNT, 0”–3” DEPTH (OVER 1,000 SY) 1,001 SYD 5 607 INCIDENTAL MILLING 250 SYD 6 610 ACBC, TYPE B25.0C (0 TO 500 TONS) 500 TON 7 610 ACIC, TYPE I19.0C (0 TO 500 TONS) 500 TON 8 610 ACSC, TYPE S9.5B OR S9.5C (0 TO 500 TONS) 500 TON 9 610 ACSC, TYPE S9.5D (0 TO 500 TONS) 500 TON 10 650 OPEN-GRADED ASPHALT FRICTION COURSE, TYPE FC-1 MODIFIED (0 TO 500 TONS) 500 TON 11 610 ACBC, TYPE B25.0C (501 TO 1,000 TONS) 1,000 TON 12 610 ACIC, TYPE I19.0C (501 TO 1,000 TONS) 1,000 TON 13 610 ACSC, TYPE S9.5B OR S9.5C (501 TO 1,000 TONS) 1,000 TON 14 610 ACSC, TYPE S9.5D (501 TO 1,000 TONS) 1,000 TON 15 650 OPEN-GRADED ASPHALT FRICTION COURSE, TYPE FC-1 MODIFIED (501 TO 1,000 TONS) 1,000 TON 16 610 ACBC, TYPE B25.0C (1,001 TO 1,500 TONS) 1,500 TON 17 610 ACIC, TYPE I19.0C (1,001 TO 1,500 TONS) 1,500 TON
