IR-IR 77-11.41 Major Rehab (PART 1)
Cuyahoga County · plans pulled by 5 GCs
Plan pull5 GCsSep 16
Pattern3 prime · 2 sub—
Bid dateThursday, November 19—
Cuyahoga County · plans pulled by 5 GCs
3 primes + 2 subs pulled plans · Catts Construction INC finishes low on 40% of OH bridge bids it enters
If your number lands…historical low-bid frequency, OH
Share of OH bids over the last 5 years that landed there vs the official estimate and finished low (n=8,848 bids) — historical frequency, not a forecast. ODOT's estimate stays sealed until bids open.
Pulled plans3 primes · 2 subs
Likely also biddingOH bridge regulars · 8
Confirmed = pulled plans on this letting (revealed interest, from the agency portal). Likely = firms that bid OH bridge work in the last 3 years, ranked by where and how recently they bid it — firms most active in this project’s county and ODOT district rank first. Low-bid rate is historical — the share of bids where that firm finished rank one, not a verified award or a prediction of this letting.
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
Bid form · ODOT
785 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 503E21101 | UNCLASSIFIED EXCAVATION, AS PER PLAN | 126 CY |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W16X36 | 235 FT |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W21X48 | 206 FT |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W21X73 | 227 FT |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W24X162 | 810 FT |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W24X94 | 368 FT |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W33X169 | 351 FT |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 30,423 LB |
| 511E46013 | CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL NOT INCLUDING FOOTING, AS PER PLAN | 268 CY |
| 512E10001 | SEALING OF CONCRETE SURFACES, AS PER PLAN | 584 SY |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 584 SY |
| 512E33001 | TYPE 2 WATERPROOFING, AS PER PLAN | 73 SY |
| 513E20001 | WELDED STUD SHEAR CONNECTORS, AS PER PLAN | 1,400 EACH |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 1,832 SF |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 21 SF |
| 518E20000 | PREFABRICATED GEOCOMPOSITE DRAIN | 519 SY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 19 CY |
| 524E94503 | DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PER PLAN | 200 FT |
| 524E94603 | DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PER PLAN | 328 FT |
| 524E94703 | DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PER PLAN | 252 FT |
| 524E94803 | DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PER PLAN | 712 FT |
| 530E51020 | SPECIAL - RETAINING WALL, TIMBER LAGGING | 3,238 SF |
| 202E35100 | PIPE REMOVED, 24" DIAMETER AND UNDER | 112 FT |
| 503E21101 | UNCLASSIFIED EXCAVATION, AS PER PLAN | 36 CY |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W30X211 | 867 FT |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 9,551 LB |
| 511E46013 | CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL NOT INCLUDING FOOTING, AS PER PLAN | 84 CY |
| 512E10001 | SEALING OF CONCRETE SURFACES, AS PER PLAN | 209 SY |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 209 SY |
| 512E33001 | TYPE 2 WATERPROOFING, AS PER PLAN | 21 SY |
| 513E20001 | WELDED STUD SHEAR CONNECTORS, AS PER PLAN | 614 EACH |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 394 SF |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 326 SF |
| 518E20000 | PREFABRICATED GEOCOMPOSITE DRAIN | 216 SY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 4 CY |
| 518E42301 | 8" NON-PERFORATED CORRUGATED STEEL PIPE, INCLUDING SPECIALS, | 123 FT |
| 524E94803 | DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PER PLAN | 560 FT |
| 530E51020 | SPECIAL - RETAINING WALL, TIMBER LAGGING | 887 SF |
| 503E21101 | UNCLASSIFIED EXCAVATION, AS PER PLAN | 131 CY |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W30X211 | 2,567 FT |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 31,192 LB |
| 511E46013 | CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL NOT INCLUDING FOOTING, AS PER PLAN | 271 CY |
| 512E10001 | SEALING OF CONCRETE SURFACES, AS PER PLAN | 665 SY |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 665 SY |
| 512E33001 | TYPE 2 WATERPROOFING, AS PER PLAN | 72 SY |
| 513E20001 | WELDED STUD SHEAR CONNECTORS, AS PER PLAN | 1,768 EACH |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 1,306 SF |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 1,032 SF |
| 518E20000 | PREFABRICATED GEOCOMPOSITE DRAIN | 693 SY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 14 CY |
| 524E94803 | DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PER PLAN | 1,680 FT |
| 530E51020 | SPECIAL - RETAINING WALL, TIMBER LAGGING | 3,369 SF |
| 503E21101 | UNCLASSIFIED EXCAVATION, AS PER PLAN | 224 CY |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W16X36 | 846 FT |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W16X45 | 568 FT |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W21X93 | 275 FT |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W27X114 | 899 FT |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W27X129 | 166 FT |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 36,941 LB |
| 511E46013 | CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL NOT INCLUDING FOOTING, AS PER PLAN | 327 CY |
| 512E10001 | SEALING OF CONCRETE SURFACES, AS PER PLAN | 549 SY |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 549 SY |
| 512E33001 | TYPE 2 WATERPROOFING, AS PER PLAN | 78 SY |
| 513E20001 | WELDED STUD SHEAR CONNECTORS, AS PER PLAN | 1,458 EACH |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 89 SF |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 3,251 SF |
| 518E20000 | PREFABRICATED GEOCOMPOSITE DRAIN | 498 SY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 35 CY |
| 524E94503 | DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PER PLAN | 1,076 FT |
| 524E94603 | DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PER PLAN | 192 FT |
| 524E94703 | DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PER PLAN | 752 FT |
| 530E51020 | SPECIAL - RETAINING WALL, TIMBER LAGGING | 4,716 SF |
| 503E21101 | UNCLASSIFIED EXCAVATION, AS PER PLAN | 9 CY |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W21X48 | 102 FT |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 1,154 LB |
| 511E46012 | CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL NOT INCLUDING FOOTING | 9 CY |
| 512E10001 | SEALING OF CONCRETE SURFACES, AS PER PLAN | 15 SY |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 15 SY |
| 513E20001 | WELDED STUD SHEAR CONNECTORS, AS PER PLAN | 44 EACH |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 53 SF |
| 516E13800 | 1-1/2" PREFORMED EXPANSION JOINT FILLER | 53 SF |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 8 SF |
| 518E20000 | PREFABRICATED GEOCOMPOSITE DRAIN | 15 SY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 2 CY |
| 524E94603 | DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PER PLAN | 80 FT |
| 530E51020 | SPECIAL - RETAINING WALL, TIMBER LAGGING | 129 SF |
| 503E21101 | UNCLASSIFIED EXCAVATION, AS PER PLAN | 102 CY |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W33X169 | 1,915 FT |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 28,633 LB |
| 511E46013 | CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL NOT INCLUDING FOOTING, AS PER PLAN | 232 CY |
| 512E10001 | SEALING OF CONCRETE SURFACES, AS PER PLAN | 591 SY |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 591 SY |
| 512E33001 | TYPE 2 WATERPROOFING, AS PER PLAN | 63 SY |
| 513E20001 | WELDED STUD SHEAR CONNECTORS, AS PER PLAN | 1,508 EACH |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 265 SF |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 790 SF |
| 518E20000 | PREFABRICATED GEOCOMPOSITE DRAIN | 589 SY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 12 CY |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 318 FT |
| 518E40010 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | 3 FT |
| 524E94903 | DRILLED SHAFTS, 48" DIAMETER ABOVE BEDROCK, AS PER PLAN | 1,161 FT |
| 530E51020 | SPECIAL - RETAINING WALL, TIMBER LAGGING | 2,629 SF |
| 203E20000 | EMBANKMENT | 598 CY |
| 503E21100 | UNCLASSIFIED EXCAVATION | 1,565 CY |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 50,453 LB |
| 511E46012 | CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL NOT INCLUDING FOOTING | 206 CY |
| 511E46512 | CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 520 CY |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 227 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 40 SY |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 1,881 SF |
| 518E20000 | PREFABRICATED GEOCOMPOSITE DRAIN | 369 SY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 75 CY |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 505 FT |
| 518E40010 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | 9 FT |
| 203E20000 | EMBANKMENT | 260 CY |
| 503E21100 | UNCLASSIFIED EXCAVATION | 672 CY |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 20,105 LB |
| 511E46012 | CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL NOT INCLUDING FOOTING | 82 CY |
| 511E46512 | CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 120 CY |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 84 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 14 SY |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 797 SF |
| 518E20000 | PREFABRICATED GEOCOMPOSITE DRAIN | 117 SY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 32 CY |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 210 FT |
| 518E40010 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | 76 FT |
| 601E21050 | TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY |
| 611E99710 | PRECAST REINFORCED CONCRETE OUTLET | 1 EACH |
| 202E11201 | PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | Lump sum |
| 203E35120 | GRANULAR MATERIAL, TYPE C | 5,040 CY |
| 503E21100 | UNCLASSIFIED EXCAVATION | 1,986 CY |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 200,196 LB |
| 511E46013 | CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL NOT INCLUDING FOOTING, AS PER PLAN | 905 CY |
| 511E46512 | CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 770 CY |
| 511E53012 | CLASS QC2 CONCRETE, MISC.: WITH QC/QA, BARRIER ON WALL STEM | 109 CY |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 1,681 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 129 SY |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 325 SF |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 70 SF |
| 518E20000 | PREFABRICATED GEOCOMPOSITE DRAIN | 997 SY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 107 CY |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 700 FT |
| 518E40010 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | 74 FT |
| 601E21050 | TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY |
| 607E39901 | VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC, AS PER PLAN | 720 FT |
| 611E99710 | PRECAST REINFORCED CONCRETE OUTLET | 1 EACH |
| 203E98000 | ROADWAY, MISC.: EPS GEOFOAM FILL, TYPE EPS22 | 713 CY |
| 203E98000 | ROADWAY, MISC.: EPS GEOFOAM FILL, TYPE EPS29 | 340 CY |
| 503E21101 | UNCLASSIFIED EXCAVATION, AS PER PLAN | 1,452 CY |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W36X256 | 4,365 FT |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 604 SF |
| 524E94903 | DRILLED SHAFTS, 48" DIAMETER ABOVE BEDROCK, AS PER PLAN | 2,720 FT |
| 530E51010 | SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 9,540 SF |
| 601E21000 | CONCRETE SLOPE PROTECTION | 6 SY |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W36X194 | 248 FT |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 26 SF |
| 524E94903 | DRILLED SHAFTS, 48" DIAMETER ABOVE BEDROCK, AS PER PLAN | 175 FT |
| 530E51010 | SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 318 SF |
| 601E21000 | CONCRETE SLOPE PROTECTION | 5 SY |
| 203E20000 | EMBANKMENT | 563 CY |
| 503E21100 | UNCLASSIFIED EXCAVATION | 1,334 CY |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 40,644 LB |
| 511E46012 | CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL NOT INCLUDING FOOTING | 94 CY |
| 511E46512 | CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 297 CY |
| 511E53012 | CLASS QC2 CONCRETE, MISC.: WITH QC/QA, BARRIER ON STEM WALL | 84 CY |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 367 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 18 SY |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 96 SF |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 5 SF |
| 518E20000 | PREFABRICATED GEOCOMPOSITE DRAIN | 176 SY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 82 CY |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 550 FT |
| 518E40010 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | 49 FT |
| 607E39901 | VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC, AS PER PLAN | 549 FT |
| 202E11201 | PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | Lump sum |
| 203E35120 | GRANULAR MATERIAL, TYPE C | 378 CY |
| 203E98000 | ROADWAY, MISC.: EPS GEOFOAM FILL, TYPE EPS22 | 99 CY |
| 203E98000 | ROADWAY, MISC.: EPS GEOFOAM FILL, TYPE EPS29 | 37 CY |
| 507E00400 | STEEL PILES, MISC.: SOLDIER PILES, W36X256 | 466 FT |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 7,385 LB |
| 510E10000 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 34 EACH |
| 511E46013 | CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL NOT INCLUDING FOOTING, AS PER PLAN | 63 CY |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 166 SY |
| 512E33001 | TYPE 2 WATERPROOFING, AS PER PLAN | 17 SY |
| 513E20001 | WELDED STUD SHEAR CONNECTORS, AS PER PLAN | 386 EACH |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 59 SF |
| 518E20000 | PREFABRICATED GEOCOMPOSITE DRAIN | 124 SY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 3 CY |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 63 FT |
| 518E40010 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | 19 FT |
| 524E94903 | DRILLED SHAFTS, 48" DIAMETER ABOVE BEDROCK, AS PER PLAN | 280 FT |
| 201E11001 | CLEARING AND GRUBBING, AS PER PLAN | Lump sum |
| 202E75001 | FENCE REMOVED, AS PER PLAN | 1,430 FT |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 22,457 LB |
| 510E10001 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN | 3,632 EACH |
| 511E46010 | CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING | 93 CY |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 1,405 SY |
| 512E74001 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES, AS PER PLAN | 1,333 SY |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 650 SF |
| 201E11001 | CLEARING AND GRUBBING, AS PER PLAN | Lump sum |
| 202E38501 | BRIDGE RAILING REMOVED, AS PER PLAN | 784 FT |
| 202E75001 | FENCE REMOVED, AS PER PLAN | 411 FT |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 4,700 SY |
| 512E10601 | CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN | 60 FT |
| 512E74001 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES, AS PER PLAN | 4,538 SY |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 1,460 SF |
| 607E39901 | VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC, AS PER PLAN | 411 FT |
| 607E39911 | VANDAL PROTECTION FENCE, 8' STRAIGHT, COATED FABRIC, AS PER PLAN | 784 FT |
| 602E20000 | CONCRETE MASONRY | 0.81 CY |
| 605E11110 | 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 92,543 FT |
| 605E13300 | 6" UNCLASSIFIED PIPE UNDERDRAINS | 1,470 FT |
| 611E00400 | 4" CONDUIT, TYPE E | 620 FT |
| 611E00510 | 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 3,857 FT |
| 611E00901 | 6" CONDUIT, TYPE B, AS PER PLAN 1, 706.02 | 9 FT |
| 611E00901 | 6" CONDUIT, TYPE B, AS PER PLAN 1, 707.65 | 35 FT |
| 611E01101 | 6" CONDUIT, TYPE C, AS PER PLAN 1, 707.65 | 5 FT |
| 611E01801 | 8" CONDUIT, TYPE B, AS PER PLAN 1, 706.02 | 8 FT |
| 611E02001 | 8" CONDUIT, TYPE C, AS PER PLAN 1 | 20 FT |
| 611E04401 | 12" CONDUIT, TYPE B, AS PER PLAN 1, 706.02 | 92 FT |
| 611E05901 | 15" CONDUIT, TYPE B, AS PER PLAN 1 | 5,065 FT |
| 611E05901 | 15" CONDUIT, TYPE B, AS PER PLAN 1, 706.02 | 56 FT |
| 611E05901 | 15" CONDUIT, TYPE B, AS PER PLAN 1, 707.65 |
| 201E11001 | CLEARING AND GRUBBING, AS PER PLAN | Lump sum |
| 202E11201 | PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | Lump sum |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 4,697 LB |
| 510E10001 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN | 196 EACH |
| 511E34450 | CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) | 6 CY |
| 511E51512 | CLASS QC2 CONCRETE WITH QC/QA, SIDEWALK | 16 CY |
| 512E10050 | SEALING OF CONCRETE SURFACES (NON-EPOXY) | 53 SY |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 350 SY |
| 512E10601 | CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN | 50 FT |
| 512E74001 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES, AS PER PLAN | 288 SY |
| 516E10010 | ARMORLESS PREFORMED JOINT SEAL | 28 FT |
| 516E12310 | SIDEWALK COVER PLATE | 632 LB |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 119 SF |
| 519E11101 |
| 621E00100 | RPM | 1,102 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 1,102 EACH |
| 625E32000 | GROUND ROD | 35 EACH |
| 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | 424 FT |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | 976 FT |
| 630E04100 | GROUND MOUNTED SUPPORT, NO. 4 POST | 565 FT |
| 630E06100 | GROUND MOUNTED SUPPORT, NO. 6 POST | 234 FT |
| 630E06400 | GROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 | 110 FT |
| 630E06500 | GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 | 141 FT |
| 630E07000 | GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W8X18 | 40 FT |
| 630E07600 | GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 | 38 FT |
| 630E08000 | GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W12X30 | 54 FT |
| 630E08004 | ONE WAY SUPPORT, NO. 3 POST | 356 FT |
| 630E08600 | SIGN POST REFLECTOR | 159 EACH |
| 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 202E23000 | PAVEMENT REMOVED | 192,047 SY |
| 202E23500 | WEARING COURSE REMOVED | 7,109 SY |
| 202E30000 | WALK REMOVED | 4,068 SF |
| 202E30200 | STEPS REMOVED | 11 FT |
| 202E30700 | CONCRETE BARRIER REMOVED | 15,947 FT |
| 202E30800 | TRAFFIC ISLAND REMOVED | 221 SY |
| 202E32000 | CURB REMOVED | 36,794 FT |
| 202E35100 | PIPE REMOVED, 24" DIAMETER AND UNDER | 11,297 FT |
| 202E35200 | PIPE REMOVED, OVER 24" DIAMETER | 2,629 FT |
| 202E38000 | GUARDRAIL REMOVED | 14,427 FT |
| 202E38500 | BRIDGE RAILING REMOVED | 329 FT |
| 202E47800 | IMPACT ATTENUATOR REMOVED | 2 EACH |
| 202E58000 | MANHOLE REMOVED | 73 EACH |
| 202E58100 | CATCH BASIN REMOVED | 145 EACH |
| 202E23500 | WEARING COURSE REMOVED | 1,834 SY |
| 202E58400 | INLET ABANDONED | 3 EACH |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, T=1.5" | 129,435 SY |
| 407E20000 | NON-TRACKING TACK COAT | 11,341 GAL |
| 441E70101 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS PER PLAN, PG64- | 4,680 CY |
| 611E05900 | 15" CONDUIT, TYPE B | 575 FT |
| 611E10400 | 24" CONDUIT, TYPE B | 34 FT |
| 611E97010 | SLOTTED DRAIN, TYPE 2, 15" | 947 FT |
| 611E98470 | CATCH BASIN, NO. 2-2B | 9 EACH |
| 611E99150 | INLET ADJUSTED TO GRADE | 6 EACH |
| 611E99154 | INLET RECONSTRUCTED TO GRADE | 3 EACH |
| 611E99574 | MANHOLE, NO. 3 | 1 EACH |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 1,490 HOUR |
| 614E11630 | INCREASED BARRIER DELINEATION | 27,114 FT |
| 625E22900 | NO. 1/0 AWG 2400 VOLT DISTRIBUTION CABLE | 4,245 FT |
| 625E23300 | NO. 2 AWG 2400 VOLT DISTRIBUTION CABLE | 492 FT |
| 625E25507 | CONDUIT, 3", 725.052, AS PER PLAN | 1,679 FT |
| 625E25803 | CONDUIT, CONCRETE ENCASED, AS PER PLAN, 2" | 355 FT |
| 625E25909 | CONDUIT, JACKED OR DRILLED, 725.052, AS PER PLAN, 2" | 812 FT |
| 625E25909 | CONDUIT, JACKED OR DRILLED, 725.052, AS PER PLAN, 3" | 1,026 FT |
| 625E25920 | CONDUIT, MISC.: CONDUIT REMOVED | 197 FT |
| 625E29000 | TRENCH | 1,677 FT |
| 625E30700 | PULL BOX, 725.08, 18" | 5 EACH |
| 625E31510 | PULL BOX REMOVED | 5 EACH |
| 625E31600 | PULL BOX, MISC.: ENCOMPASSING WORK PAD FOR ITS INSTALLATION | 1 EACH |
| 625E31600 | PULL BOX, MISC.: PULL BOX ADJUSTED TO GRADE | 2 EACH |
| 625E32000 | GROUND ROD | 9 EACH |
| 625E75510 | POWER SERVICE REMOVED | 1 EACH |
| 202E11002 | STRUCTURE REMOVED, OVER 20 FOOT SPAN | Lump sum |
| 202E11203 | PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | Lump sum |
| 202E22900 | APPROACH SLAB REMOVED | 260 SY |
| 203E35120 | GRANULAR MATERIAL, TYPE C | 65 CY |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 503E21100 | UNCLASSIFIED EXCAVATION | 1,475 CY |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 103,897 LB |
| 511E46013 | CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL NOT INCLUDING FOOTING, AS PER PLAN | 73 CY |
| 511E46512 | CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 387 CY |
| 511E46612 | CLASS QC1 CONCRETE WITH QC/QA, HEADWALL | 21 CY |
| 511E47012 | CLASS QC1 CONCRETE WITH QC/QA, CULVERT | 353 CY |
| 511E53012 | CLASS QC2 CONCRETE, MISC.: BARRIER ON HEADWALL/WINGWALL, WITH QC/QA | 10 CY |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 922 SY |
| 625E00450 | CONNECTION, FUSED PULL APART | 230 EACH |
| 625E00480 | CONNECTION, UNFUSED PERMANENT | 96 EACH |
| 625E10490 | LIGHT POLE, CONVENTIONAL, A12B40 | 46 EACH |
| 625E10494 | LIGHT POLE, LOW MAST, ALM 41.25 | 63 EACH |
| 625E10620 | LIGHT POLE ANCHOR BOLTS, MISC.: MEDIAN MOUNTED ALM 41.25 | 252 EACH |
| 625E14100 | LIGHT POLE FOUNDATION, 24" X 8' DEEP | 46 EACH |
| 625E14306 | MEDIAN LIGHT POLE FOUNDATION, 10' DEEP | 63 EACH |
| 625E23200 | NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 46,815 FT |
| 625E23400 | NO. 10 AWG POLE AND BRACKET CABLE | 14,988 FT |
| 625E24320 | 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT CABLES | 13,230 FT |
| 625E25600 | CONDUIT, 4", 725.04 | 740 FT |
| 625E25902 | CONDUIT, JACKED OR DRILLED, 725.04, 4" | 630 FT |
| 625E26253 | LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLAN (IES-II, LED, | 46 EACH |
| 625E26273 | LUMINAIRE, LOW MAST, SOLID STATE (LED), AS PER PLAN (IES-V, LED, 480V, |
| 601E11000 | RIPRAP, TYPE D | 8 SY |
| 601E21050 | TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 9.4 SY |
| 601E32200 | ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 70 CY |
| 601E37500 | PAVED GUTTER, TYPE 1-2 | 300 FT |
| 659E00100 | SOIL ANALYSIS TEST | 2 EACH |
| 659E00300 | TOPSOIL | 13,724 CY |
| 659E10000 | SEEDING AND MULCHING | 107,499 SY |
| 659E14000 | REPAIR SEEDING AND MULCHING | 5,319 SY |
| 659E15000 | INTER-SEEDING | 5,319 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 493 TON |
| 659E31000 | LIME | 22 ACRE |
| 659E35000 | WATER | 589 MGAL |
| 659E40000 | MOWING | 239 MSF |
| 670E00500 | SLOPE EROSION PROTECTION | 13,406 SY |
| 670E00720 | DITCH EROSION PROTECTION MAT, TYPE B | 7,916 SY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 712 SY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 3.25" | 9,697 SY |
| 254E01001 | PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 3.4" AVG. | 5,105 SY |
| 302E56001 | ASPHALT CONCRETE BASE, (449), AS PER PLAN, 25.0 MM GYRATORY MIX | 47,124 CY |
| 302E56001 | ASPHALT CONCRETE BASE, (449), AS PER PLAN, PG64-22 | 255 CY |
| 304E20000 | AGGREGATE BASE | 38,242 CY |
| 407E13900 | TACK COAT, 702.13 | 1,036 GAL |
| 407E20000 | NON-TRACKING TACK COAT | 35,231 GAL |
| 441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 | 257 CY |
| 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) | 356 CY |
| 441E70801 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (449), (UNDER GUARDRAIL), AS PER PLAN | 358 CY |
| 442E10080 | ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYPE A (446) | 10,700 CY |
| 442E10301 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (447), AS PER PLAN | 8,940 CY |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 52,915 LB |
| 511E53012 | CLASS QC2 CONCRETE, MISC.: BARRIER ON MOMENT SLAB, WITH QC/QA | 154 CY |
| 511E53012 | CLASS QC2 CONCRETE, MISC.: MOMENT SLAB, WITH QC/QA | 250 CY |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 901 SY |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 233 SF |
| 516E31000 | JOINT SEALER | 46 FT |
| 607E39901 | VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC, AS PER PLAN | 924 FT |
| 202E11001 | STRUCTURE REMOVED, AS PER PLAN A | Lump sum |
| 202E11001 | STRUCTURE REMOVED, AS PER PLAN B | Lump sum |
| 202E11001 | STRUCTURE REMOVED, AS PER PLAN C | Lump sum |
| 202E11001 | STRUCTURE REMOVED, AS PER PLAN D | Lump sum |
| 202E11201 | PORTIONS OF STRUCTURE REMOVED, AS PER PLAN A | Lump sum |
| 202E11201 | PORTIONS OF STRUCTURE REMOVED, AS PER PLAN B | Lump sum |
| 202E11201 |
| 625E25408 | CONDUIT, 2", 725.051 | 80 FT |
| 625E29000 | TRENCH | 70 FT |
| 625E29400 | TRENCH IN PAVED AREA | 10 FT |
| 625E30706 | PULL BOX, 725.08, 24" | 2 EACH |
| 625E32000 | GROUND ROD | 1 EACH |
| 630E79500 | SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 2 EACH |
| 630E80100 | SIGN, FLAT SHEET | 7.5 SF |
| 632E20731 | PEDESTRIAN SIGNAL HEAD (LED), TYPE D2, COUNTDOWN, AS PER PLAN (A) | 1 EACH |
| 632E20731 | PEDESTRIAN SIGNAL HEAD (LED), TYPE D2, COUNTDOWN, AS PER PLAN (B) | 1 EACH |
| 632E40500 | SIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG | 600 FT |
| 632E64020 | PEDESTAL FOUNDATION | 1 EACH |
| 632E89920 | PEDESTAL, 10.7' TALL, TRANSFORMER BASE | 1 EACH |
| 638E02601 | 12" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, BOLTLESS- RESTRAINED JOINTS AND FITTINGS, AS PER PLAN | 302 FT |
| 638E08101 | 12" GATE VALVE AND VALVE BOX, AS PER PLAN | 2 EACH |
| 638E09201 | 12" CUTTING-IN SLEEVE, VALVE AND VALVE BOX, AS PER PLAN | 2 EACH |
| 638E20460 | SPECIAL - 20" STEEL PIPE ENCASEMENT, BORED OR JACKED, CWD | 121 FT |
| 638E20484 | SPECIAL - 56" STEEL PIPE ENCASEMENT, BORED OR JACKED, CWD | 120 FT |
| 638E98000 | WATER WORK, MISC.: 4" DRAIN ASSEMBLY | 1 EACH |
| 638E98000 | WATER WORK, MISC.: CHLORINATION PIT | 2 EACH |
| 638E98000 | WATER WORK, MISC.: POTHOLING | 10 EACH |
| 638E98100 | WATER WORK, MISC.: AS-BUILT DRAWINGS | Lump sum |
| 638E98100 | WATER WORK, MISC.: CITY OF CLEVELAND WATER DEPARTMENT CHARGES | Lump sum |
| 638E98600 | WATER WORK, MISC.: 36" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, BOLTLESS RESTRAINED JOINTS AND FITTINGS, AS PER PLAN | 318 FT |
| 100E00300 | PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE | Lump sum |
| 100E51100 | DEPARTMENT'S SHARE OF THE DISPUTE RESOLUTION BOARD | 525,000 EACH |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 108E10000 | CPM PROGRESS SCHEDULE | Lump sum |
| 111E10100 | SPECIAL - DEPARTMENTS SHARE FACILITATED PARTNERING COSTS | 38,125 EACH |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 619E16021 | FIELD OFFICE, TYPE C, AS PER PLAN | 60 MNTH |
| 623E10001 | CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 611E10401 | 24" CONDUIT, TYPE B, AS PER PLAN, 748.01 | 279 FT |
| 611E99574 | MANHOLE, NO. 3 | 4 EACH |
| 611E99654 | MANHOLE ADJUSTED TO GRADE | 5 EACH |
| 611E99660 | MANHOLE RECONSTRUCTED TO GRADE | 5 EACH |
| 611E99690 | MANHOLE, MISC.: MANHOLE ADJUSTED TO GRADE WITH BOLTED COVER | 4 EACH |
| 611E99690 | MANHOLE, MISC.: MANHOLE ADJUSTED TO GRADE, BURIED MANHOLES | 2 EACH |
| 611E99690 | MANHOLE, MISC.: MANHOLE RECONSTRUCTED TO GRADE WITH BOLTED COVER | 6 EACH |
| 611E99690 | MANHOLE, MISC.: MANHOLE RECONSTRUCTED TO GRADE, BURIED MANHOLES | 4 EACH |
| 30 FT |
| 611E05901 | 15" CONDUIT, TYPE B, AS PER PLAN 3 | 180 FT |
| 611E05901 | 15" CONDUIT, TYPE B, AS PER PLAN 5 | 3 FT |
| 611E06101 | 15" CONDUIT, TYPE C, AS PER PLAN 1 | 721 FT |
| 611E06101 | 15" CONDUIT, TYPE C, AS PER PLAN 1, 706.02 | 283 FT |
| 611E06101 | 15" CONDUIT, TYPE C, AS PER PLAN 1, 707.65 | 16 FT |
| 611E06101 | 15" CONDUIT, TYPE C, AS PER PLAN 3 | 26 FT |
| 611E06101 | 15" CONDUIT, TYPE C, AS PER PLAN 4 | 226 FT |
| 611E07401 | 18" CONDUIT, TYPE B, AS PER PLAN 1 | 1,815 FT |
| 611E07401 | 18" CONDUIT, TYPE B, AS PER PLAN 1, 706.02 | 6 FT |
| 611E07401 | 18" CONDUIT, TYPE B, AS PER PLAN 1, 707.65 | 10 FT |
| 611E07401 | 18" CONDUIT, TYPE B, AS PER PLAN 2 | 458 FT |
| 611E07601 | 18" CONDUIT, TYPE C, AS PER PLAN 1 | 714 FT |
| 611E07601 | 18" CONDUIT, TYPE C, AS PER PLAN 1, 706.02 | 299 FT |
| 611E08901 | 21" CONDUIT, TYPE B, AS PER PLAN 1 | 317 FT |
| 611E08901 | 21" CONDUIT, TYPE B, AS PER PLAN 3 | 11 FT |
| 611E09101 | 21" CONDUIT, TYPE C, AS PER PLAN 1 | 371 FT |
| 611E10401 | 24" CONDUIT, TYPE B, AS PER PLAN 1 | 87 FT |
| 611E10601 | 24" CONDUIT, TYPE C, AS PER PLAN 1 | 259 FT |
| 611E10601 | 24" CONDUIT, TYPE C, AS PER PLAN 1, 706.02 | 224 FT |
| 611E10601 | 24" CONDUIT, TYPE C, AS PER PLAN 1, 707.01 | 5 FT |
| 611E11901 | 27" CONDUIT, TYPE B, AS PER PLAN 1 | 98 FT |
| 611E12101 | 27" CONDUIT, TYPE C, AS PER PLAN 1 | 189 FT |
| 611E13401 | 30" CONDUIT, TYPE B, AS PER PLAN 1 | 831 FT |
| 611E13401 | 30" CONDUIT, TYPE B, AS PER PLAN 2 | 211 FT |
| 611E13601 | 30" CONDUIT, TYPE C, AS PER PLAN 5 | 88 FT |
| 611E16601 | 36" CONDUIT, TYPE C, AS PER PLAN 1 | 30 FT |
| 611E16601 | 36" CONDUIT, TYPE C, AS PER PLAN 1, 706.02 | 8 FT |
| 611E19601 | 42" CONDUIT, TYPE C, AS PER PLAN 1, 706.02 | 18 FT |
| 611E20901 | 48" CONDUIT, TYPE B, AS PER PLAN 1 | 410 FT |
| 611E21101 | 48" CONDUIT, TYPE C, AS PER PLAN 1 | 1,830 FT |
| 611E21101 | 48" CONDUIT, TYPE C, AS PER PLAN 1, 706.02 | 8 FT |
| 611E22401 | 54" CONDUIT, TYPE B, AS PER PLAN 1 | 550 FT |
| 611E22601 | 54" CONDUIT, TYPE C, AS PER PLAN 1 | 444 FT |
| 611E23801 | 60" CONDUIT, TYPE B, AS PER PLAN 1 | 4,427 FT |
| 611E25201 | 66" CONDUIT, TYPE B, AS PER PLAN 1, 706.02 | 132 FT |
| 611E52203 | 14" X 23" CONDUIT, TYPE B, 706.04, AS PER PLAN 1 | 133 FT |
| 611E52303 | 19" X 30" CONDUIT, TYPE B, 706.04, AS PER PLAN 1 | 269 FT |
| 611E53003 | 38" X 60" CONDUIT, TYPE B, 706.04, AS PER PLAN 1 | 231 FT |
| 611E96601 | CONDUIT, BORED OR JACKED, AS PER PLAN 1, 14" X 23", TYPE B, 706.04 | 54 FT |
| 611E96601 | CONDUIT, BORED OR JACKED, AS PER PLAN 1, 15", TYPE B | 1,293 FT |
| 611E96601 | CONDUIT, BORED OR JACKED, AS PER PLAN 1, 18", TYPE B | 45 FT |
| 611E96601 | CONDUIT, BORED OR JACKED, AS PER PLAN 1, 21", TYPE B | 133 FT |
| 611E96601 | CONDUIT, BORED OR JACKED, AS PER PLAN 1, 24", TYPE B | 224 FT |
| 611E96601 | CONDUIT, BORED OR JACKED, AS PER PLAN 1, 27", TYPE B | 134 FT |
| 611E96601 | CONDUIT, BORED OR JACKED, AS PER PLAN 1, 30", TYPE B | 183 FT |
| 611E96601 | CONDUIT, BORED OR JACKED, AS PER PLAN 1, 36", TYPE B | 117 FT |
| 611E96601 | CONDUIT, BORED OR JACKED, AS PER PLAN 1, 60", TYPE B | 165 FT |
| 611E97400 | CONDUIT, MISC.: 14" X 23" CONDUIT, TYPE C, 706.04, AS PER PLAN 1 | 64 FT |
| 611E97400 | CONDUIT, MISC.: 24" X 38" CONDUIT, TYPE C, 706.04, AS PER PLAN 1 | 51 FT |
| 611E98180 | CATCH BASIN, NO. 3A | 3 EACH |
| 611E98300 | CATCH BASIN, NO. 5 | 9 EACH |
| 611E98301 | CATCH BASIN, NO. 5, AS PER PLAN | 1 EACH |
| 611E98371 | CATCH BASIN, NO. 6, AS PER PLAN | 5 EACH |
| 611E98430 | CATCH BASIN, NO. 8 WITHOUT APRON | 1 EACH |
| 611E98510 | CATCH BASIN, NO. 2-3 | 7 EACH |
| 611E98520 | CATCH BASIN, NO. 2-3 WITH BICYCLE SAFE GRATE | 4 EACH |
| 611E98580 | CATCH BASIN, NO. 2-5 WITH BICYCLE SAFE GRATE | 4 EACH |
| 611E98610 | CATCH BASIN, NO. 2-6 WITH BICYCLE SAFE GRATE | 2 EACH |
| 611E98630 | CATCH BASIN ADJUSTED TO GRADE | 13 EACH |
| 611E98634 | CATCH BASIN RECONSTRUCTED TO GRADE | 2 EACH |
| 611E98840 | INLET, NO. 2-A-6 | 8 EACH |
| 611E98850 | INLET, NO. 2-A-8 | 15 EACH |
| 611E98860 | INLET, NO. 2-A-10 | 25 EACH |
| 611E98870 | INLET, NO. 2-A-12 | 9 EACH |
| 611E98890 | INLET, NO. 2-A-16 | 1 EACH |
| 611E99100 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE B1 | 8 EACH |
| 611E99110 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE C1 | 20 EACH |
| 611E99111 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE C1, AS PER PLAN | 2 EACH |
| 611E99114 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE D | 26 EACH |
| 611E99115 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE D, AS PER PLAN1 | 1 EACH |
| 611E99115 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE D, AS PER PLAN2 | 2 EACH |
| 611E99500 | INLET, MISC.: BARRIER INLET SCREEN | 59 EACH |
| 611E99574 | MANHOLE, NO. 3 | 19 EACH |
| 611E99574 | MANHOLE, NO. 3 WITH 108" BASE I.D. | 1 EACH |
| 611E99574 | MANHOLE, NO. 3 WITH 60" BASE I.D. | 12 EACH |
| 611E99574 | MANHOLE, NO. 3 WITH 72" BASE I.D. | 2 EACH |
| 611E99574 | MANHOLE, NO. 3 WITH 84" BASE I.D. | 7 EACH |
| 611E99574 | MANHOLE, NO. 3 WITH 90" BASE I.D. | 1 EACH |
| 611E99574 | MANHOLE, NO. 3 WITH 96" BASE I.D. | 1 EACH |
| 611E99575 | MANHOLE, NO. 3, AS PER PLAN | 1 EACH |
| 611E99575 | MANHOLE, NO. 3, AS PER PLAN WITH 72" BASE I.D. | 1 EACH |
| 611E99575 | MANHOLE, NO. 3, AS PER PLAN WITH 84" BASE I.D. | 1 EACH |
| 611E99575 | MANHOLE, NO. 3, AS PER PLANWITH 96" BASE I.D. | 1 EACH |
| 611E99621 | MANHOLE, NO. 5, AS PER PLAN | 1 EACH |
| 611E99654 | MANHOLE ADJUSTED TO GRADE | 6 EACH |
| 611E99655 | MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 1 EACH |
| 611E99660 | MANHOLE RECONSTRUCTED TO GRADE | 3 EACH |
| 611E99690 | MANHOLE, MISC.: MANHOLE ADJUSTED TO GRADE WITH BOLTED COVER | 5 EACH |
| 611E99690 | MANHOLE, MISC.: MANHOLE NO. 3 WITH 60" BASE I.D. WITH BOLTED COVER | 3 EACH |
| 611E99690 | MANHOLE, MISC.: MANHOLE NO. 3 WITH 72" BASE I.D. WITH BOLTED COVER | 1 EACH |
| 611E99690 | MANHOLE, MISC.: MANHOLE NO. 3 WITH 90" BASE I.D. WITH BOLTED COVER | 8 EACH |
| 611E99690 | MANHOLE, MISC.: MANHOLE NO. 3 WITH 96" BASE I.D. WITH BOLTED COVER | 11 EACH |
| 611E99690 | MANHOLE, MISC.: MANHOLE NO. 3 WITH BOLTED COVER | 8 EACH |
| 611E99710 | PRECAST REINFORCED CONCRETE OUTLET | 3 EACH |
| 611E99820 | SPECIAL - MISCELLANEOUS METAL | 15,000 LB |
| 611E99900 | DRAINAGE STRUCTURE, MISC.: RESHAPE AND REESTABLISH EXISTING CONNECTION | 1 EACH |
| PATCHING CONCRETE STRUCTURE, AS PER PLAN |
| 10 SF |
| 530E00400 | SPECIAL - STRUCTURES,MISC.:REMOVE AND REPLACE MAN DOOR | 2 EACH |
| 100E00300 | PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE | Lump sum |
| 201E11001 | CLEARING AND GRUBBING, AS PER PLAN | Lump sum |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 420 SY |
| 512E10601 | CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN | 100 FT |
| 512E74001 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES, AS PER PLAN | 420 SY |
| 514E00050 | SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 14,513 SF |
| 514E00056 | FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT | 14,513 SF |
| 514E00060 | FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 14,513 SF |
| 514E00066 | FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 14,513 SF |
| 514E00504 | GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL | 22 MNHR |
| 514E10000 | FINAL INSPECTION REPAIR | 6 EACH |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 10 SF |
| 201E11001 | CLEARING AND GRUBBING, AS PER PLAN | Lump sum |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 404 SY |
| 512E10601 | CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN | 110 FT |
| 512E74001 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES, AS PER PLAN | 404 SY |
| 514E00050 | SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 16,207 SF |
| 514E00056 | FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT | 16,207 SF |
| 514E00060 | FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 16,207 SF |
| 514E00066 | FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 16,207 SF |
| 514E00504 | GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL | 23 MNHR |
| 514E10000 | FINAL INSPECTION REPAIR | 6 EACH |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 30 SF |
| 201E11001 | CLEARING AND GRUBBING, AS PER PLAN | Lump sum |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 489 SY |
| 512E10601 | CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN | 110 FT |
| 512E74001 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES, AS PER PLAN | 489 SY |
| 514E00050 | SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 19,969 SF |
| 514E00056 | FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT | 19,969 SF |
| 514E00060 | FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 19,969 SF |
| 514E00066 | FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 19,969 SF |
| 514E00504 | GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL | 28 MNHR |
| 514E10000 | FINAL INSPECTION REPAIR | 8 EACH |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 25 SF |
| 201E11001 | CLEARING AND GRUBBING, AS PER PLAN | Lump sum |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 422 SY |
| 512E10601 | CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN | 90 FT |
| 512E74001 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES, AS PER PLAN | 422 SY |
| 514E00050 | SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 10,507 SF |
| 514E00056 | FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT | 10,507 SF |
| 514E00060 | FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 10,507 SF |
| 514E00066 | FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 10,507 SF |
| 514E00504 | GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL | 11 MNHR |
| 514E10000 | FINAL INSPECTION REPAIR | 5 EACH |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 10 SF |
| 201E11001 | CLEARING AND GRUBBING, AS PER PLAN | Lump sum |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 817 SY |
| 512E10601 | CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN | 80 FT |
| 512E74001 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES, AS PER PLAN | 817 SY |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 45 SF |
| 201E11001 | CLEARING AND GRUBBING, AS PER PLAN | Lump sum |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 797 SY |
| 512E10601 | CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN | 60 FT |
| 512E74001 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES, AS PER PLAN | 797 SY |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 10 SF |
| 630E09000 | BREAKAWAY STRUCTURAL BEAM CONNECTION | 22 EACH |
| 630E72320 | OVERHEAD SIGN SUPPORT, TYPE TC-12.31, DESIGN 6 | 1 EACH |
| 630E72330 | OVERHEAD SIGN SUPPORT, TYPE TC-12.31, DESIGN 10 | 4 EACH |
| 630E72340 | OVERHEAD SIGN SUPPORT, TYPE TC-12.31, DESIGN 12 | 3 EACH |
| 630E72410 | OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN 1 | 4 EACH |
| 630E72420 | OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN 2 | 5 EACH |
| 630E72540 | OVERHEAD SIGN SUPPORT, TYPE TC-16.22, DESIGN 12 | 2 EACH |
| 630E75000 | SIGN ATTACHMENT ASSEMBLY | 26 EACH |
| 630E79100 | SIGN HANGER ASSEMBLY, MAST ARM | 6 EACH |
| 630E79500 | SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 3 EACH |
| 630E79610 | SIGN SUPPORT ASSEMBLY, BARRIER MOUNTED | 8 EACH |
| 630E80100 | SIGN, FLAT SHEET | 1,831 SF |
| 630E80200 | SIGN, GROUND MOUNTED EXTRUSHEET | 846 SF |
| 630E80224 | SIGN, OVERHEAD EXTRUSHEET | 5,248 SF |
| 630E80300 | SIGN, OVERLAY | 9 SF |
| 630E80600 | SIGN, DOUBLE FACED, MILE MARKER | 16 EACH |
| 630E81000 | MAINLINE REFERENCE MARKER | 2 EACH |
| 630E81010 | RAMP REFERENCE MARKER | 6 EACH |
| 630E81020 | CONCRETE MEDIAN BARRIER SIGN BRACKET | 15 EACH |
| 630E82000 | SIGN BACKING ASSEMBLY | 31 EACH |
| 630E84010 | CONCRETE BARRIER MEDIAN OVERHEAD SIGN SUPPORT FOUNDATION, TYPE TC-21.50 | 9 EACH |
| 630E84500 | GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 18 EACH |
| 630E84510 | RIGID OVERHEAD SIGN SUPPORT FOUNDATION | 22 EACH |
| 630E84900 | REMOVAL OF GROUND MOUNTED SIGN | 176 EACH |
| 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH |
| 630E85400 | REMOVAL OF GROUND MOUNTED MAJOR SIGN | 14 EACH |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT | 179 EACH |
| 630E86102 | REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 28 EACH |
| 630E87400 | REMOVAL OF OVERHEAD MOUNTED SIGN | 46 EACH |
| 630E87500 | REMOVAL OF POLE MOUNTED SIGN | 14 EACH |
| 630E89706 | REMOVAL OF OVERHEAD SIGN SUPPORT, DUAL ARM CANTILEVER | 12 EACH |
| 630E89804 | REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC-15.115 | 13 EACH |
| 630E89902 | REMOVAL OF MISCELLANEOUS TRAFFIC CONTROL ITEM, MEDIAN FOUNDATION | 2 EACH |
| 646E10400 | STOP LINE | 311 FT |
| 646E10510 | CROSSWALK LINE, 12" | 1,177 FT |
| 646E10520 | CROSSWALK LINE, 24" | 41 FT |
| 646E10600 | TRANSVERSE/DIAGONAL LINE, WHITE | 10 FT |
| 646E10620 | CHEVRON MARKING | 881 FT |
| 646E10800 | ISLAND MARKING,WHITE | 1,940 SF |
| 646E20300 | LANE ARROW | 34 EACH |
| 646E20320 | WRONG WAY ARROW | 13 EACH |
| 646E20502 | DOTTED LINE, 4", WHITE (2' LINE, 4' GAP) | 832 FT |
| 646E20504 | DOTTED LINE, 6", YELLOW (3' DASH, 9' GAP) | 5,210 FT |
| 807E10010 | WET REFLECTIVE TRAFFIC PAINT, EDGE LINE, 6", WHITE | 9.39 MILE |
| 807E10010 | WET REFLECTIVE TRAFFIC PAINT, EDGE LINE, 6", YELLOW | 9.39 MILE |
| 807E10110 | WET REFLECTIVE TRAFFIC PAINT, LANE LINE, 6" | 15.76 MILE |
| 807E10310 | WET REFLECTIVE TRAFFIC PAINT, CHANNELIZING LINE, 12" | 13,478 FT |
| 807E10410 | WET REFLECTIVE TRAFFIC PAINT, DOTTED LINE, 6", WHITE (3' DASH, | 12,402 FT |
| 807E10430 | WET REFLECTIVE TRAFFIC PAINT, DOTTED LINE, 12", WHITE (3' DASH, 9' GAP) | 495 FT |
| 850E10010 | GROOVING FOR 6" RECESSED PAVEMENT MARKING, (ASPHALT) | 35.2 MILE |
| 850E10110 | GROOVING FOR 6" RECESSED PAVEMENT MARKING, (ASPHALT) | 8,902 FT |
| 850E10130 | GROOVING FOR 12" RECESSED PAVEMENT MARKING, (ASPHALT) | 13,973 FT |
| 202E58200 | INLET REMOVED | 72 EACH |
| 202E58401 | INLET ABANDONED, AS PER PLAN | 1 EACH |
| 202E58700 | MANHOLE ABANDONED | 6 EACH |
| 202E70000 | SPECIAL - FILL AND PLUG EXISTING CONDUIT, 12" WATER MAIN | 528 FT |
| 202E70000 | SPECIAL - FILL AND PLUG EXISTING CONDUIT, 24" AND UNDER | 11,812 FT |
| 202E70000 | SPECIAL - FILL AND PLUG EXISTING CONDUIT, 27" TO 48" | 7,450 FT |
| 202E70000 | SPECIAL - FILL AND PLUG EXISTING CONDUIT, 36" WATER MAIN | 281 FT |
| 202E70110 | SPECIAL - PIPE CLEANOUT, 24" AND UNDER | 1,933 FT |
| 202E70120 | SPECIAL - PIPE CLEANOUT, 27" TO 48" | 499 FT |
| 202E75000 | FENCE REMOVED | 23,469 FT |
| 202E75250 | GATE REMOVED | 3 EACH |
| 202E98100 | REMOVAL MISC.: MANUFACTURED SYSTEM, TYPE 1 REMOVED | 1 EACH |
| 202E98200 | REMOVAL MISC.: RAILROAD RAILS AND TIES | 1,724 FT |
| 202E98200 | REMOVAL MISC.: TRENCH DRAIN REMOVED | 466 FT |
| 203E10000 | EXCAVATION | 151,877 CY |
| 203E20000 | EMBANKMENT | 48,459 CY |
| 204E10000 | SUBGRADE COMPACTION | 7,419 SY |
| 204E45000 | PROOF ROLLING | 123 HOUR |
| 206E10500 | CEMENT | 7,246 TON |
| 206E11000 | CURING COAT | 220,208 SY |
| 206E15020 | CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 220,208 SY |
| 206E30000 | MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS | Lump sum |
| 209E15051 | RESHAPING UNDER GUARDRAIL, AS PER PLAN | 2.1 MILE |
| 606E15050 | GUARDRAIL, TYPE MGS | 10,825 FT |
| 606E26100 | ANCHOR ASSEMBLY, TYPE E | 16 EACH |
| 606E26500 | ANCHOR ASSEMBLY, TYPE T | 11 EACH |
| 606E35002 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 24 EACH |
| 606E60022 | IMPACT ATTENUATOR, TYPE 2 (UNIDIRECTIONAL) (65MPH/34") | 2 EACH |
| 607E23000 | FENCE, TYPE CLT | 21,110 FT |
| 607E23001 | FENCE, TYPE CLT, AS PER PLAN, A | 992 FT |
| 607E23001 | FENCE, TYPE CLT, AS PER PLAN, B | 2,213 FT |
| 607E23001 | FENCE, TYPE CLT, AS PER PLAN, C | 1,621 FT |
| 607E61200 | GATE, TYPE CLT | 3 EACH |
| 608E10000 | 4" CONCRETE WALK | 1,027 SF |
| 608E52000 | CURB RAMP | 3,457 SF |
| 622E10100 | CONCRETE BARRIER, SINGLE SLOPE, TYPE B1 | 3,683 FT |
| 622E10120 | CONCRETE BARRIER, SINGLE SLOPE, TYPE C | 271 FT |
| 622E10140 | CONCRETE BARRIER, SINGLE SLOPE, TYPE C1 | 11,661 FT |
| 622E10160 | CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 7,269 FT |
| 622E10200 | BARRIER TRANSITION | 1 EACH |
| 622E25000 | CONCRETE BARRIER END SECTION, TYPE D | 16 EACH |
| 622E25006 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE B1 | 24 EACH |
| 622E25008 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE C | 7 EACH |
| 622E25014 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE C1 | 81 EACH |
| 622E25050 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE D | 64 EACH |
| 622E90000 | BARRIER, MISC.: CONCRETE BARRIER END SECTION, TYPE C | 5 FT |
| 623E38501 | MONUMENT ASSEMBLY, TYPE C, AS PER PLAN | 8 EACH |
| 623E40900 | MONUMENT, MISC.: MONUMENT REFERENCING | 8 EACH |
| 625E32000 | GROUND ROD | 3 EACH |
| 614E12380 |
| WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (UNIDIRECTIONAL) |
| 51 EACH |
| 614E12400 | WORK ZONE IMPACT ATTENUATOR, MISC.: 48" WIDE HAZARD (UNIDIRECTIONAL) | 16 EACH |
| 614E12420 | DETOUR SIGNING | Lump sum |
| 614E12484 | WORK ZONE INCREASED PENALTIES SIGN | 42 EACH |
| 614E12500 | REPLACEMENT SIGN | 40 EACH |
| 614E12756 | WORK ZONE CROSSOVER LIGHTING SYSTEM | 2 EACH |
| 614E12801 | WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 2,260 EACH |
| 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 1,083 CY |
| 614E13310 | BARRIER REFLECTOR, TYPE 1, 1 WAY | 2,077 EACH |
| 614E13310 | BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 1,410 EACH |
| 614E13312 | BARRIER REFLECTOR, TYPE 2, 1 WAY | 58 EACH |
| 614E13350 | OBJECT MARKER, ONE WAY | 2,847 EACH |
| 614E13360 | OBJECT MARKER, TWO WAY | 607 EACH |
| 614E18000 | MAINTAINING TRAFFIC, MISC.: BURIAL OF EXISTING MANHOLES FOR MOT | 15 EACH |
| 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 480 SNMT |
| 614E20011 | WORK ZONE LANE LINE, CLASS I, 6", AS PER PLAN | 8.99 MILE |
| 614E20056 | WORK ZONE LANE LINE, CLASS I, 6", 807 PAINT | 35.7 MILE |
| 614E22011 | WORK ZONE EDGE LINE, CLASS I, 6", AS PER PLAN | 30.31 MILE |
| 614E22056 | WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 102.78 MILE |
| 614E23011 | WORK ZONE CHANNELIZING LINE, CLASS I, 12", AS PER PLAN | 30,176 FT |
| 614E23110 | WORK ZONE CHANNELIZING LINE, CLASS I, 12", 807 PAINT | 76,549 FT |
| 614E24001 | WORK ZONE DOTTED LINE, CLASS I, AS PER PLAN | 9,892 FT |
| 614E24102 | WORK ZONE DOTTED LINE, CLASS I, 6", 807 PAINT | 48,835 FT |
| 614E26001 | WORK ZONE STOP LINE, CLASS I, AS PER PLAN | 72 FT |
| 614E26200 | WORK ZONE STOP LINE, CLASS I, 642 PAINT | 810 FT |
| 614E27050 | WORK ZONE CROSSWALK LINE, CLASS I, 12", 642 PAINT | 1,070 FT |
| 614E28400 | WORK ZONE GORE MARKING, CLASS II, 740.06, TYPE I | 500 FT |
| 614E30001 | WORK ZONE ARROW, CLASS I, AS PER PLAN | 23 EACH |
| 614E30200 | WORK ZONE ARROW, CLASS I, 642 PAINT | 77 EACH |
| 615E10000 | ROADS FOR MAINTAINING TRAFFIC | Lump sum |
| 615E20000 | PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 4,292 SY |
| 616E10000 | WATER | 870 MGAL |
| 622E41011 | PORTABLE BARRIER, 50", AS PER PLAN A | 25,450 FT |
| 622E41011 | PORTABLE BARRIER, 50", AS PER PLAN B | 7,300 FT |
| 622E41100 | PORTABLE BARRIER, UNANCHORED | 92,350 FT |
| 622E41110 | PORTABLE BARRIER, ANCHORED | 2,330 FT |
| 630E80300 | SIGN, OVERLAY | 716 SF |
| 642E30000 | REMOVAL OF PAVEMENT MARKING | 8,974 FT |
| 642E30020 | REMOVAL OF PAVEMENT MARKING | 6 EACH |
| 642E30030 | REMOVAL OF PAVEMENT MARKING | 24.77 MILE |
| 808E18700 | DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 480 SNMT |
| 829E00100 | WORK ZONE EGRESS WARNING SYSTEM | 144 SNMT |
| 896E00010 | PORTABLE NON-INTRUSIVE TRAFFIC SENSOR, CLASS I | 216 SNMT |
| 896E00021 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 216 SNMT |
| 630E70044 | OVERHEAD SIGN SUPPORT, DMS PEDESTAL | 1 EACH |
| 630E70060 | CATWALK, DMS PEDESTAL | 1 EACH |
| 630E70082 | OVERHEAD DMS SUPPORT FOUNDATION, TYPE ITS-30.12 | 1 EACH |
| 633E67100 | CABINET FOUNDATION | 3 EACH |
| 809E00530 | ITS JUNCTION BOX, 17x24x6 INCHES | 19 EACH |
| 809E01900 | ITS PULL BOX WITH PAD AND STANDARD LID ASSEMBLY, 32" WIDE, TYPE 1 | 6 EACH |
| 809E01920 | ITS PULL BOX WITH PAD AND HINGED LID ASSEMBLY, 32" WIDE, TYPE 1 | 2 EACH |
| 809E02000 | 32" ITS PULL BOX WITH PAD AND STANDARD LID ASSEMBLY, TYPE 2 | 1 EACH |
| 809E02002 | 32" ITS PULL BOX WITH PAD AND HINGED LID ASSEMBLY, TYPE 2 | 1 EACH |
| 809E23100 | MICRO-DUCT INNERDUCT, 14/10 | 61,144 FT |
| 809E23900 | CONDUIT, 2" DIAMETER, HDPE | 60 FT |
| 809E24000 | CONDUIT, MULTICELL, JACKED OR DRILLED, 4" | 586 FT |
| 809E24500 | CONDUIT, 4", MULTICELL, HDPE WITH 4 - 1” INNERDUCTS | 1,257 FT |
| 809E56100 | ITS POWER SERVICE, POLE MOUNTED, 240/480V, 100 AMP | 1 EACH |
| 809E60000 | CCTV IP-CAMERA SYSTEM, PTZ | 2 EACH |
| 809E61040 | CCTV POLE, 70' TALL | 1 EACH |
| 809E61090 | CCTV LOWERING UNIT | 2 EACH |
| 809E63000 | DYNAMIC MESSAGE SIGN (DMS), FULL-SIZE WALK-IN | 1 EACH |
| 809E64550 | ETHERNET CABLE, OUTDOOR-RATED | 300 FT |
| 809E65000 | ITS CABINET - GROUND MOUNTED | 2 EACH |
| 809E65040 | ITS CABINET - DMS | 1 EACH |
| 809E65110 | STEP-DOWN TRANSFORMER, 7.5KVA | 1 EACH |
| 809E65990 | ITS DEVICE, MISC.: REMOVAL AND DELIVERY OF CCTV AND LOWERING UNIT | 2 EACH |
| 809E65990 | ITS DEVICE, MISC.: REMOVAL AND DELIVERY OF DYNAMIC MESSAGE SIGN | 1 EACH |
| 809E65990 | ITS DEVICE, MISC.: REMOVAL OF CCTV POLE, CAMERA, FOUNDATION, AND CABINET ASSEMBLY | 1 EACH |
| 809E65990 | ITS DEVICE, MISC.: REMOVAL OF DMS SUPPORT STRUCTURE, FOUNDATIONS, AND CABINET ASSEMBLY | 1 EACH |
| 809E65990 | ITS DEVICE, MISC.: REMOVAL OF ITS CABINET | 1 EACH |
| 809E70000 | MAINTAINING ITS DURING CONSTRUCTION | Lump sum |
| 809E70050 | AS-BUILT CONSTRUCTION PLANS | Lump sum |
| 512E33000 |
| TYPE 2 WATERPROOFING |
| 20 SY |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 198 SF |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 111 SF |
| 516E25001 | NYLON REINFORCED NEOPRENE SHEETING, AS PER PLAN | 78 SF |
| 518E20000 | PREFABRICATED GEOCOMPOSITE DRAIN | 100 SY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 165 CY |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 356 FT |
| 607E39901 | VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC, AS PER PLAN | 58 FT |
| 611E71000 | CONDUIT, TYPE A, PRECAST REINFORCED CONCRETE ARCH SECTIONS (20'- | 112 FT |
| 867E00100 | TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH WALL | Lump sum |
| 202E11201 | PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | Lump sum |
| 202E22900 | APPROACH SLAB REMOVED | 240 SY |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 3,236 LB |
| 509E25000 | UNCOATED STEEL REINFORCEMENT | 641 LB |
| 510E10000 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 62 EACH |
| 510E10001 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN | 40 EACH |
| 511E46613 | CLASS QC1 CONCRETE WITH QC/QA, HEADWALL, AS PER PLAN | 39 CY |
| 512E10101 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS PER PLAN | 66 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 10 SY |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 54 SF |
| 516E13901 | 2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 78 SF |
| 518E20000 | PREFABRICATED GEOCOMPOSITE DRAIN | 27 SY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 3 CY |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 16 FT |
| 518E40012 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 6 FT |
| 63 EACH |
| 625E27503 | LUMINAIRE, UNDERPASS, SOLID STATE (LED), AS PER PLAN (LED, 120V, 4,000- | 5 EACH |
| 625E29000 | TRENCH | 13,120 FT |
| 625E29910 | TRANSITION JUNCTION BOX | 4 EACH |
| 625E29930 | MEDIAN JUNCTION BOX | 66 EACH |
| 625E30700 | PULL BOX, 725.08, 18" | 28 EACH |
| 625E30706 | PULL BOX, 725.08, 24" | 3 EACH |
| 625E31510 | PULL BOX REMOVED | 20 EACH |
| 625E32000 | GROUND ROD | 109 EACH |
| 625E34001 | POWER SERVICE, AS PER PLAN | 5 EACH |
| 625E36010 | UNDERGROUND WARNING MARKING TAPE | 13,120 FT |
| 625E37101 | SERVICE TO UNDERPASS LIGHTING, AS PER PLAN | 2 EACH |
| 625E39520 | PULL BOX CLEANED | 1 EACH |
| 625E40000 | SPECIAL - MAINTAIN EXISTING LIGHTING | Lump sum |
| 625E75400 | LIGHT POLE REMOVED | 198 EACH |
| 625E75500 | LIGHT POLE FOUNDATION REMOVED | 396 EACH |
| 625E75510 | POWER SERVICE REMOVED | 5 EACH |
| 625E75800 | DISCONNECT CIRCUIT | 5 EACH |
| 625E98000 | LIGHTING, MISC.: ARC FLASH CALCULATIONS AND LABEL | 5 EACH |
| 832E15000 | STORM WATER POLLUTION PREVENTION PLAN | Lump sum |
| 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | Lump sum |
| 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE | Lump sum |
| 832E30000 | EROSION CONTROL | 700,000 EACH |
| 836E10000 | SEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 1 | 215 SY |
| 442E22401 | ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (449), AS PER PLAN | 429 CY |
| 452E15010 | 12" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 17,551 SY |
| 609E14000 | CURB, TYPE 2-A | 4,376 FT |
| 609E24510 | CURB, TYPE 4-C | 9,800 FT |
| 609E26000 | CURB, TYPE 6 | 275 FT |
| 609E50000 | 4" CONCRETE TRAFFIC ISLAND | 591 SY |
| 618E40601 | RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE), AS PER PLAN | 11.43 MILE |
| PORTIONS OF STRUCTURE REMOVED, AS PER PLAN C |
| Lump sum |
| 202E11201 | PORTIONS OF STRUCTURE REMOVED, AS PER PLAN D | Lump sum |
| 202E11201 | PORTIONS OF STRUCTURE REMOVED, AS PER PLAN E | Lump sum |