SR 546-04.98
Richland County · plans pulled by 3 GCs
Richland County · plans pulled by 3 GCs
2 primes + 1 sub pulled plans · Bcc Ohio INC wins 53% 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=9,593 bids) — historical frequency, not a forecast. ODOT's estimate stays sealed until bids open.
Pulled plans2 primes · 1 sub
Likely also biddingOH bridge regulars · 7
Confirmed = pulled plans on this letting (revealed interest, from the agency portal). Likely = firms that bid OH bridgework 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
29 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 509E10001 | EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 50 LB |
| 516E31200 | SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE JOINTS | 67 FT |
| 517E75600 | DEEP BEAM BRIDGE RETROFIT RAILING | 262.5 FT |
| 517E76300 | RAILING, MISC.: DEEP BEAM RAILING PANELS | 262.5 FT |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 51 SF |
| 625E33001 | STRUCTURE GROUNDING SYSTEM, AS PER PLAN | 1 EACH |
| 847E10101 | LATEX MODIFIED CONCRETE OVERLAY, AS PER PLAN, 2.25" THICK | 445 SY |
| 847E20101 | LATEX MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN | 4 CY |
| 847E30000 | TEST SLAB | Lump sum |
| 847E30200 | FULL DEPTH REPAIR | 3 CY |
| 847E30301 | WEARING COURSE REMOVED, ASPHALT, AS PER PLAN | 89 SY |
| 847E30401 | EXISTING CONCRETE OVERLAY REMOVED, AS PER PLAN (SDC, 2.00" NOMINAL THICKNESS) | 356 SY |
| 847E50000 | HAND CHIPPING | 44 SY |
| 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 203E10001 | EXCAVATION, AS PER PLAN | 3 CY |
| 203E20001 | EMBANKMENT, AS PER PLAN | 3 CY |
| 606E35150 | BRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 4 | 1 EACH |
| 202E23500 | WEARING COURSE REMOVED (1.00" NOMINAL DEPTH) | 18 SY |
| 251E01031 | PARTIAL DEPTH PAVEMENT REPAIR (442), AS PER PLAN | 1 CY |
| 407E10000 | TACK COAT (0.08 GAL/SY) | 2 GAL |
| 442E22001 | ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (449), AS PER PLAN (1.00") | 1 CY |
| 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 |
| 646E10010 | EDGE LINE, 6", WHITE | 0.06 MILE |
| 646E10200 | CENTER LINE | 0.03 MILE |
| 832E30000 | EROSION CONTROL | 1,000 EACH |
| 614E12420 | DETOUR SIGNING | Lump sum |