| Number | Item | Units | Quantity |
|---|
| 2016.601 | QUALITY MANAGEMENT | LUMP SUM | 1.00 |
| 2021.501 | MOBILIZATION | LUMP SUM | 1.00 |
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 48.00 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 466.00 |
| 2105.504 | GEOTEXTILE FABRIC TYPE 6 | SQ YD | 1,708.00 |
| 2106.507 | EXCAVATION - COMMON | CU YD | 1,689.00 |
| 2106.507 | SELECT GRANULAR EMBANKMENT MOD 7% (CV) | CU YD | 1,267.00 |
| 2118.509 | AGGREGATE SURFACING CLASS 5 | TON | 889.00 |
| 2123.510 | 0.5 CU YD SHOVEL | HOUR | 9.00 |
| 2123.510 | 8 TON STEEL-WHEELED ROLLER | HOUR | 33.00 |
| 2123.510 | MOTOR GRADER | HOUR | 33.00 |
| 2130.523 | WATER | M GALLON | 109.00 |
| 2131.506 | CALCIUM CHLORIDE SOLUTION | GALLON | 5,120.00 |
| 2211.509 | AGGREGATE BASE CLASS 5 | TON | 1,660.00 |
| 2211.604 | AGGREGATE BASE STABILIZATION | SQ YD | 29,867.00 |
| 2215.504 | FULL DEPTH RECLAMATION | SQ YD | 29,867.00 |
| 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 1,408.00 |
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (2;C) | TON | 3,388.00 |
| 2360.509 | TYPE SP 9.5 WEARING COURSE MIX (2;C) | TON | 2,283.00 |
| 2540.602 | MAIL BOX SUPPORT | EACH | 16.00 |
| 2554.502 | END TREATMENT-ENERGY ABSORBING TERMINAL | EACH | 2.00 |
| 2554.503 | TRAFFIC BARRIER DESIGN B8307 | LIN FT | 200.00 |
| 2554.603 | RAISE GUARDRAIL | LIN FT | 660.00 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 1.00 |
| 2575.504 | RAPID STABILIZATION METHOD 4 | SQ YD | 1,389.00 |
| 2580.503 | INTERIM PAVEMENT MARKING | LIN FT | 38,400.00 |
| 2582.503 | 24" SOLID LINE PREF TAPE GR IN | LIN FT | 12.00 |
| 2582.503 | 4" DBLE SOLID LINE MULTI COMP | LIN FT | 9,600.00 |
| 2582.503 | 6" SOLID LINE MULTI COMP | LIN FT | 19,200.00 |
