Bridge Repair
Hamilton County · plans pulled by 4 GCs
Plan pull4 GCsAug 21
Pattern1 prime · 3 sub—
Bid dateThursday, October 1—
Hamilton County · plans pulled by 4 GCs
1 prime + 3 subs pulled plans · BCC Ohio INC wins 54% of OH bridge bids it enters
If your number lands…historical win odds, OH
Share of OH bids over the last 5 years that landed there vs the official estimate and won (n=9,164 bids) — historical frequency, not a forecast. ODOT's estimate stays sealed until bids open.
Pulled plans1 prime · 3 subs
Likely also biddingOH bridge regulars · 7
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. Win rate is historical — the share of bids that firm entered and won, not 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
93 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 201E11001 | CLEARING AND GRUBBING, AS PER PLAN | Lump sum |
| 202E30001 | WALK REMOVED, AS PER PLAN | 150 SF |
| 511E81100 | CONCRETE, MISC.: CURB REPAIR | 3 FT |
| 512E10401 | TREATING OF CONCRETE BRIDGE DECK WITH SRS, AS PER PLAN | 1,549 SY |
| 512E10600 | CONCRETE REPAIR BY EPOXY INJECTION | 80 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 2,089 SY |
| 512E74000 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES | 1,590 SY |
| 514E00051 | SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL, AS PER PLAN | 34,051 SF |
| 514E00056 | FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT | 34,051 SF |
| 514E00060 | FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 34,051 SF |
| 514E00066 | FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 34,051 SF |
| 514E00504 | GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL | 35 MNHR |
| 514E10000 | FINAL INSPECTION REPAIR | 11 EACH |
| 516E47001 | JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN | Lump sum |
| 518E12500 | SCUPPER, MISC.: GRATE REPLACEMENT | 1 EACH |
| 518E63300 | STRUCTURE DRAINAGE, MISC.: BRIDGE DRAINAGE SYSTEM REPLACEMENT | Lump sum |
| 518E63300 | STRUCTURE DRAINAGE, MISC.: SCUPPER AND DRAINAGE PIPE CLEANOUT | Lump sum |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 132 SF |
| 519E12300 | PATCHING CONCRETE BRIDGE DECK - TYPE B | 39 SY |
| 526E98200 | APPROACH SLABS, MISC.: JOINT SEALER | 144 FT |
| 530E00200 | SPECIAL - STRUCTURES: SIDEWALK JOINT REPAIR | Lump sum |
| 607E98100 | FENCE, MISC.: FENCE REPAIRS | 125 EACH |
| 608E10001 | 4" CONCRETE WALK, AS PER PLAN | 150 SF |
| 201E11001 | CLEARING AND GRUBBING, AS PER PLAN | Lump sum |
| 202E11201 | PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | Lump sum |
| 202E30001 | WALK REMOVED, AS PER PLAN | 213 SF |
| 202E98000 | REMOVAL MISC.: SIGN SUPPORT ATTACHMENTS, ELECTRICAL CONDUIT AND SUPPORTS | Lump sum |
| 202E98000 | REMOVAL MISC.: UTILITY CONDUITS | Lump sum |
| 511E81100 | CONCRETE, MISC.: CURB REPAIR | 5 FT |
| 512E10401 | TREATING OF CONCRETE BRIDGE DECK WITH SRS, AS PER PLAN | 1,591 SY |
| 512E10600 | CONCRETE REPAIR BY EPOXY INJECTION | 46 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 1,497 SY |
| 512E74000 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES | 1,477 SY |
| 514E00051 | SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL, AS PER PLAN | 32,456 SF |
| 514E00056 | FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT | 32,456 SF |
| 514E00060 | FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 32,456 SF |
| 514E00066 | FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 32,456 SF |
| 514E00504 | GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL | 31 MNHR |
| 514E10000 | FINAL INSPECTION REPAIR | 9 EACH |
| 516E44301 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN, 4 1/2" x 1'-3" x 1'-5" w/ 2" x 1'-4" x 1'-6" LOAD PLATE | 12 EACH |
| 516E47001 | JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN | Lump sum |
| 518E63300 | STRUCTURE DRAINAGE, MISC.: SCUPPER AND DRAINAGE PIPE CLEANOUT | Lump sum |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 254 SF |
| 519E12300 | PATCHING CONCRETE BRIDGE DECK - TYPE B | 4 SY |
| 601E20010 | CRUSHED AGGREGATE SLOPE PROTECTION | 100 CY |
| 608E10001 | 4" CONCRETE WALK, AS PER PLAN | 213 SF |
| 690E71000 | SPECIAL - ASBESTOS ABATEMENT: WORK INVOLVING ASBESTOS CONTAINING MATERIALS | Lump sum |
| 201E11001 | CLEARING AND GRUBBING, AS PER PLAN | Lump sum |
| 202E11201 | PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | Lump sum |
| 202E30001 | WALK REMOVED, AS PER PLAN | 661 SF |
| 512E10401 | TREATING OF CONCRETE BRIDGE DECK WITH SRS, AS PER PLAN | 1,565 SY |
| 512E10600 | CONCRETE REPAIR BY EPOXY INJECTION | 48 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 1,529 SY |
| 512E74000 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES | 942 SY |
| 514E00051 | SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL, AS PER PLAN | 30,170 SF |
| 514E00056 | FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT | 30,170 SF |
| 514E00060 | FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 30,170 SF |
| 514E00066 | FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 30,170 SF |
| 514E00504 | GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL | 30 MNHR |
| 514E10000 | FINAL INSPECTION REPAIR | 9 EACH |
| 516E44201 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN, 3 1/4" x 1'-2" x 1'-2" w/ 1 1/2" x 1'-3" x 1'-3" LOAD PLATE | 7 EACH |
| 516E44201 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN, 3 1/4" x 1'-1 1/4" x 1'-7 3/4" w/ 2" x 1'-2 1/4" x 1'-8 3/4" LOAD PLATE | 7 EACH |
| 516E46700 | RESET BEARING | 1 EACH |
| 516E47001 | JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN | Lump sum |
| 518E63300 | STRUCTURE DRAINAGE, MISC.: BRIDGE DRAINAGE SYSTEM REPLACEMENT | Lump sum |
| 518E63300 | STRUCTURE DRAINAGE, MISC.: SCUPPER AND DRAINAGE PIPE CLEANOUT | Lump sum |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 442 SF |
| 519E12300 | PATCHING CONCRETE BRIDGE DECK - TYPE B | 14 SY |
| 607E98100 | FENCE, MISC.: FENCE REPAIR | 320 EACH |
| 608E10001 | 4" CONCRETE WALK, AS PER PLAN | 661 SF |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 960 HOUR |
| 614E11630 | INCREASED BARRIER DELINEATION | 560 FT |
| 614E12380 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (UNIDIRECTIONAL) | 5 EACH |
| 614E12381 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (UNIDIRECTIONAL), AS PER PLAN | 1 EACH |
| 614E13310 | BARRIER REFLECTOR, TYPE 1, ONE-WAY | 36 EACH |
| 614E13350 | OBJECT MARKER, ONE WAY | 36 EACH |
| 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 36 SNMT |
| 614E20200 | WORK ZONE LANE LINE, CLASS I, 4", 740.06, TYPE I | 0.06 MILE |
| 614E21200 | WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.06 MILE |
| 614E22200 | WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 0.07 MILE |
| 614E22210 | WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.48 MILE |
| 614E24400 | WORK ZONE DOTTED LINE, CLASS I, 4", 740.06, TYPE I | 722 FT |
| 622E41100 | PORTABLE BARRIER, UNANCHORED | 1,530 FT |
| 642E00104 | EDGE LINE, 6", TYPE 1 | 0.54 MILE |
| 642E00200 | LANE LINE, 4", TYPE 1 | 0.75 MILE |
| 642E00300 | CENTER LINE, TYPE 1 | 0.19 MILE |
| 642E00400 | CHANNELIZING LINE, 8", TYPE 1 | 200 FT |
| 642E30030 | REMOVAL OF PAVEMENT MARKING | 1.15 MILE |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 832E30000 | EROSION CONTROL | 1,000 EACH |