Bridge Replacement (1 Bridge)
Wood County · plans pulled by 3 GCs
Plan pull3 GCsSep 16
Pattern2 prime · 1 sub—
Bid dateThursday, October 15—
Wood County · plans pulled by 3 GCs
2 primes + 1 sub pulled plans · BCC Ohio INC finishes low on 56% 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 plans2 primes · 1 sub
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
72 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 202E11002 | STRUCTURE REMOVED, OVER 20 FOOT SPAN | Lump sum |
| 202E22900 | APPROACH SLAB REMOVED | 84 SY |
| 503E21100 | UNCLASSIFIED EXCAVATION | 207 CY |
| 503E21104 | UNCLASSIFIED EXCAVATION, INCLUDING ROCK | 22 CY |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 16,452 LB |
| 511E31611 | CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 50 CY |
| 511E43510 | CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 122 CY |
| 512E10050 | SEALING OF CONCRETE SURFACES (NON-EPOXY) | 61 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 9 SY |
| 515E12030 | PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB17-48 (LENGTH = 54'-0") | 8 EACH |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 28 SF |
| 516E14020 | SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 80 FT |
| 516E41100 | 1/8" PREFORMED BEARING PAD, TYPE CDP | 32 EACH |
| 516E44000 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (8" x | 32 EACH |
| 517E70100 | RAILING (THREE STEEL TUBE BRIDGE RAILING) | 127 FT |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 48 CY |
| 518E22300 | SPECIAL - STEEL DRIP STRIP | 134 FT |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 94 FT |
| 518E40010 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | 80 FT |
| 526E15000 | REINFORCED CONCRETE APPROACH SLABS (T=13") | 143 SY |
| 526E90010 | TYPE A INSTALLATION | 64 FT |
| 601E32204 | ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC | 172 CY |
| 846E00111 | POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM, AS PER PLAN | 27 CF |
| 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 202E23000 | PAVEMENT REMOVED | 1,484 SY |
| 202E38000 | GUARDRAIL REMOVED | 419 FT |
| 203E10000 | EXCAVATION | 616 CY |
| 203E10001 | EXCAVATION, AS PER PLAN | 115 CY |
| 203E20000 | EMBANKMENT | 478 CY |
| 203E20001 | EMBANKMENT, AS PER PLAN | 115 CY |
| 203E35120 | GRANULAR MATERIAL, TYPE C | 554 CY |
| 204E10000 | SUBGRADE COMPACTION | 1,806 SY |
| 204E13000 | EXCAVATION OF SUBGRADE | 554 CY |
| 204E45000 | PROOF ROLLING | 2 HOUR |
| 204E50000 | GEOTEXTILE FABRIC | 1,661 SY |
| 606E15100 | GUARDRAIL, TYPE MGS WITH LONG POSTS | 332 FT |
| 606E26151 | ANCHOR ASSEMBLY, MGS TYPE E, AS PER PLAN | 3 EACH |
| 606E26551 | ANCHOR ASSEMBLY, MGS TYPE T, AS PER PLAN | 1 EACH |
| 601E21060 | TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 2 SY |
| 601E32204 | ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC | 14 CY |
| 659E00300 | TOPSOIL | 119 CY |
| 659E10000 | SEEDING AND MULCHING | 1,071 SY |
| 659E14000 | REPAIR SEEDING AND MULCHING | 54 SY |
| 659E15000 | INTER-SEEDING | 54 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 0.14 TON |
| 659E31000 | LIME | 0.22 ACRE |
| 659E35000 | WATER | 7.04 MGAL |
| 832E30000 | EROSION CONTROL | 10,000 EACH |
| 602E20000 | CONCRETE MASONRY | 2 CY |
| 605E13300 | 6" UNCLASSIFIED PIPE UNDERDRAINS | 448 FT |
| 605E14000 | 6" BASE PIPE UNDERDRAINS | 378 FT |
| 611E00510 | 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 74 FT |
| 611E00900 | 6" CONDUIT, TYPE B FOR UNDERDRAIN OUTLET | 42 FT |
| 611E13600 | 30" CONDUIT, TYPE C | 257 FT |
| 611E99710 | PRECAST REINFORCED CONCRETE OUTLET | 2 EACH |
| 621E00100 | RPM | 6 EACH |
| 630E84900 | REMOVAL OF GROUND MOUNTED SIGN | 3 EACH |
| 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 7 EACH |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT | 1 EACH |
| 630E86010 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION | 6 EACH |
| 644E00104 | EDGE LINE, 6" | 0.22 MILE |
| 644E00300 | CENTER LINE | 0.11 MILE |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE,1.75" | 194 SY |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 406 CY |
| 304E20000 | AGGREGATE BASE | 322 CY |
| 407E10000 | TACK COAT | 311 GAL |
| 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 | 148 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 |
| 606E34601 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2, AS PER PLAN | 4 EACH |