| | | | Section 0001 | | |
| | 100 | 2108-0001 | CONSTRUCTION SCHEDULE | 1.000 | LS |
| | 200 | 2203-0001 | CLASS 1 EXCAVATION | 171.000 | CY |
| | 300 | 2203-0004 | CLASS 1B EXCAVATION | 116.000 | CY |
| | 400 | 4203-2101 | TEMPORARY SHORING, NB, ET-A123.39 | 1.000 | LS |
| | 500 | 4203-2102 | TEMPORARY SHORING, SB, ET-A123.39 | 1.000 | LS |
| | 600 | 2204-1004 | OVER-EXCAVATION AND BACKFILLING, NO. 2A COARSE AGGREGATE | 25.000 | CY |
| | 700 | 2309-0637 | SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 64-22, 10 TO < 30 MILLION ESALS, 25.0 MM MIX | 101.000 | TON |
| | 800 | 0316-0637 | SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64-22, 10 TO < 30 MILLION ESALS, 25.0 MM MIX | 270.000 | TON |
| | 900 | 2350-0121 | SUBBASE (NO. 2A) | 150.000 | TON |
| | 1000 | 4350-4121 | SUBBASE UNDER GUIDE RAIL | 5.000 | TON |
| | 1100 | 2409-0661 | SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG 64-22, 10 TO < 30 MILLION ESALS, 12.5 MM MIX, SRL-E | 283.000 | TON |
| | 1200 | 2409-0761 | SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG 76-22, 10 TO < 30 MILLION ESALS, 12.5 MM MIX, SRL-E | 176.000 | TON |
| | 1300 | 2409-6670 | SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BINDER COURSE, PG 64-22, 10 TO < 30 MILLION ESALS, 19 MM MIX | 77.000 | TON |
| | 1400 | 2491-0064 | MILLING OF BITUMINOUS PAVEMENT SURFACE, 2" DEPTH | 2119.000 | SY |
| | 1500 | 0608-0001 | MOBILIZATION | 1.000 | LS |
| | 1600 | 2610-7002 | 6" PAVEMENT BASE DRAIN | 124.000 | LF |
| | 1700 | 2615-0022 | 6" SUBSURFACE DRAIN OUTLETS | 23.000 | LF |
| | 1800 | 2615-0040 | SUBSURFACE DRAIN OUTLET ENDWALL | 1.000 | EACH |
| | 1900 | 0620-0400 | TERMINAL SECTION, SINGLE | 1.000 | EACH |
| | 2000 | 2620-1600 | TYPE 31-S GUIDE RAIL | 212.500 | LF |
| | 2100 | 2620-1625 | TYPE 31-SC GUIDE RAIL | 25.000 | LF |
| | 2200 | 2620-1635 | TYPE 31-SCC GUIDE RAIL | 125.000 | LF |
| | 2300 | 2620-1660 | TYPE 31 STRONG POST ANCHOR TERMINAL | 1.000 | EACH |
| | 2400 | 2622-0010 | REMOVE CONCRETE GLARE SCREEN | 24.000 | LF |
| | 2500 | 2627-1001 | FURNISH AND INSTALL TEMPORARY CONCRETE BARRIER | 1380.000 | LF |
| | 2600 | 2627-2001 | REMOVE TEMPORARY CONCRETE BARRIER | 1380.000 | LF |
| | 2700 | 2636-0001 | BITUMINOUS CONCRETE CURB | 73.000 | LF |
| | 2800 | 2660-0031 | SONIC NAP ALERT PATTERN (S.N.A.P.) | 314.000 | EACH |
| | 2900 | 2686-0010 | CONSTRUCTION SURVEYING, TYPE A | 1.000 | LS |
| | 3000 | 2686-0050 | CONSTRUCTION SURVEYING, TYPE D | 1.000 | LS |
| | 3100 | 2696-0610 | TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD), TEST LEVEL 3 | 2.000 | EACH |
| | 3200 | 2703-0120 | SHOULDER BACKUP | 26.000 | SY |
| | 3300 | 2802-0006 | TOPSOIL FURNISHED AND PLACED, 4" DEPTH | 1048.000 | SY |
| | 3400 | 2804-0104 | SEEDING AND SOIL SUPPLEMENTS - SALT TOLERANT NATURALIZING MIXTURE | 44.000 | LB |
| | 3500 | 2805-0022 | MULCHING - STRAW | 1.000 | TON |
| | 3600 | 0806-0103 | TEMPORARY ULTRA SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 1D | 275.000 | SY |
| | 3700 | 2845-0001 | EROSION AND SEDIMENTATION CONTROL DURING CONSTRUCTION | 1.000 | PDA |
| | 3800 | 2849-0001 | ROCK CONSTRUCTION ENTRANCE | 1.000 | EACH |
| | 3900 | 2850-0032 | DUMP ROCK, CLASS R-4 | 48.000 | CY |
| | 4000 | 2858-0010 | SEDIMENT FILTER BAG | 2.000 | EACH |
| | 4100 | 2860-0003 | INLET FILTER BAG FOR TYPE M OR TYPE S INLET | 1.000 | EACH |
| | 4200 | 0867-0012 | COMPOST FILTER SOCK, 12" DIAMETER | 247.000 | LF |
| | 4300 | 0867-0018 | COMPOST FILTER SOCK, 18" DIAMETER | 106.000 | LF |
| | 4400 | 2901-0001 | MAINTENANCE AND PROTECTION OF TRAFFIC | 1.000 | LS |
| | 4500 | 2901-0202 | CONSTRUCTION LIGHTING | 8.000 | EACH |
| | 4600 | 2901-0203 | ARROW PANEL | 2.000 | EACH |
| | 4700 | 2901-0320 | 4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW | 520.000 | LF |
| | 4800 | 2901-0330 | 4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE | 650.000 | LF |
| | 4900 | 2901-0498 | PORTABLE CHANGEABLE MESSAGE SIGNS, 3 LINES, 8 CHARACTERS PER LINE | 4.000 | EACH |
| | 5000 | 2901-0499 | PORTABLE CHANGEABLE MESSAGE SIGNS, 3 LINES, 12 CHARACTERS PER LINE | 2.000 | EACH |
| | 5100 | 2901-0501 | SHADOW VEHICLE WITH TRUCK MOUNTED ATTENUATOR (TMA) | 2.000 | EACH |
| | 5200 | 3910-0004 | JUNCTION BOXES J.B.-11, MODIFIED | 9.000 | EACH |
| | 5300 | 3910-0048 | 48" ROUND PULL BOX | 1.000 | EACH |
| | 5400 | 2910-5005 | HDPE CONDUIT | 135.000 | LF |
| | 5500 | 2932-0001 | POST MOUNTED SIGNS, TYPE C | 30.000 | SF |
| | 5600 | 3954-0013 | 3 INCH CONDUIT | 557.000 | LF |
| | 5700 | 3954-0014 | 4 INCH CONDUIT | 274.000 | LF |
| | 5800 | 3954-0015 | 5 INCH CONDUIT | 681.000 | LF |
| | 5900 | 3954-0016 | 6 INCH CONDUIT | 155.000 | LF |
| | 6000 | 3954-0034 | 3/4 INCH CONDUIT | 412.000 | LF |
| | 6100 | 3954-0112 | 1 1/2 INCH CONDUIT | 60.000 | LF |
| | 6200 | 0954-0151 | TRENCH AND BACKFILL, TYPE I | 2139.000 | LF |
| | 6300 | 2964-0025 | 6" WHITE HIGHLY REFLECTORIZED POLYUREA PAVEMENT MARKINGS | 678.000 | LF |
| | 6400 | 4964-0025 | 6" WHITE HIGHLY REFLECTORIZED POLYUREA PAVEMENT MARKINGS MODIFIED | 60.000 | LF |
| | 6500 | 2964-0026 | 6" YELLOW HIGHLY REFLECTORIZED POLYUREA PAVEMENT MARKINGS | 492.000 | LF |
| | 6600 | 4964-0026 | 6" YELLOW HIGHLY REFLECTORIZED POLYUREA PAVEMENT MARKINGS MODIFIED | 30.000 | LF |
| | 6700 | 2001-0800 | AESTHETIC CONCRETE COATING | 1.000 | LS |
| | 6800 | 1002-0052 | REINFORCEMENT BARS, EPOXY COATED | 13100.000 | LB |
| | 6900 | 1006-0209 | 48" DIAMETER DRILLED CAISSONS, SHAFT SECTION IN SOIL | 40.000 | LF |
| | 7000 | 4000-0001 | ORT CASHLESS FACILITY | 1.000 | LS |
| | 7100 | 4000-0002 | CONCRETE GLARE SCREEN WITH HOOD PLATES | 2.000 | EACH |
| | 7200 | 4000-0003 | READER BOX CABINET | 1.000 | EACH |
| | 7300 | 4000-0005 | ELECTRIC SERVICE | 1.000 | LS |
| | 7400 | 4000-0020 | CONCRETE WASHOUT | 2.000 | EACH |