Bridge Repair
Allen County · plans pulled by 6 GCs
Plan pull6 GCsJul 8
Pattern3 prime · 3 sub—
Bid dateThursday, July 30—
Allen County · plans pulled by 6 GCs
3 primes + 3 subs 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=9,410 bids) — historical frequency, not a forecast. ODOT's estimate stays sealed until bids open.
Pulled plans3 primes · 3 subs
Likely also biddingOH bridge regulars · 6
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
82 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 202E11203 | PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | Lump sum |
| 202E22900 | APPROACH SLAB REMOVED | 189 SY |
| 503E21300 | UNCLASSIFIED EXCAVATION | Lump sum |
| 509E10001 | EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 92,049 LB |
| 509E30020 | NO. 4 DEFORMED GFRP REINFORCEMENT | 7,854 FT |
| 510E10000 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 100 EACH |
| 511E33500 | SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH |
| 511E34446 | CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 305 CY |
| 511E34450 | CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) | 82 CY |
| 511E45710 | CLASS QC1 CONCRETE, ABUTMENT | 20 CY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 953 SY |
| 513E10201 | STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 2,375 LB |
| 513E20000 | WELDED STUD SHEAR CONNECTORS | 3,255 EACH |
| 514E00050 | SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 12,722 SF |
| 514E00056 | FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT | 12,722 SF |
| 514E00060 | FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 12,722 SF |
| 514E00066 | FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 12,722 SF |
| 514E00504 | GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL | 20 MNHR |
| 514E10000 | FINAL INSPECTION REPAIR | 11 EACH |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 20 SF |
| 516E25000 | NYLON REINFORCED NEOPRENE SHEETING | 262 SF |
| 516E44101 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN (10"X12"X2.043") | 10 EACH |
| 516E44101 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN (18"X14"X3.023") | 15 EACH |
| 516E47001 | JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN | Lump sum |
| 518E21230 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | Lump sum |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 10 SF |
| 526E25011 | REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=15"), AS PER PLAN | 190 SY |
| 526E90031 | TYPE C INSTALLATION, AS PER PLAN | 68 FT |
| 607E39901 | VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC, AS PER PLAN | 370 FT |
| 843E50000 | PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR | 10 SF |
| 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 202E23000 | PAVEMENT REMOVED | 690 SY |
| 202E38000 | GUARDRAIL REMOVED | 600 FT |
| 203E10000 | EXCAVATION | 159 CY |
| 203E20000 | EMBANKMENT | 60 CY |
| 204E10000 | SUBGRADE COMPACTION | 797 SY |
| 209E15050 | RESHAPING UNDER GUARDRAIL | 0.1 MILE |
| 606E15051 | GUARDRAIL, TYPE MGS, AS PER PLAN | 450 FT |
| 606E35003 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 4 EACH |
| 609E24510 | CURB, TYPE 4-C | 105 FT |
| 623E39500 | MONUMENT ASSEMBLY ADJUSTED TO GRADE | 2 EACH |
| 623E50000 | PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT NR) | Lump sum |
| 623E51000 | POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT | Lump sum |
| 621E00100 | RPM | 3 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 3 EACH |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | 72 FT |
| 630E08600 | SIGN POST REFLECTOR | 4 EACH |
| 630E80100 | SIGN, FLAT SHEET | 9 SF |
| 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 3 EACH |
| 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 6 EACH |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | 6 EACH |
| 642E00104 | EDGE LINE, 6", TYPE 1 | 0.18 MILE |
| 642E00300 | CENTER LINE, TYPE 1 | 0.09 MILE |
| 253E02000 | PAVEMENT REPAIR | 20 CY |
| 407E10000 | TACK COAT | 20 GAL |
| 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 | 10 CY |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 64 HOUR |
| 614E12500 | REPLACEMENT SIGN | 2 EACH |
| 614E12600 | REPLACEMENT DRUM | 20 EACH |
| 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 8 SNMT |
| 617E10100 | COMPACTED AGGREGATE | 50 CY |
| 601E21060 | TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 198 SY |
| 601E32204 | ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC | 3 CY |
| 602E20000 | CONCRETE MASONRY | 0.4 CY |
| 659E10000 | SEEDING AND MULCHING | 530 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 0.07 TON |
| 659E35000 | WATER | 2.86 MGAL |
| 832E30000 | EROSION CONTROL | 10,000 EACH |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 619E16010 | FIELD OFFICE, TYPE B | 4 MNTH |
| 623E10001 | CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 605E31100 | AGGREGATE DRAINS | 102.3 FT |
| 611E04400 | 12" CONDUIT, TYPE B | 56 FT |
| 611E05200 | 12" CONDUIT, TYPE F, 707.05 TYPE C, 707.21, OR 707.33 | 160 FT |
| 611E98180 | CATCH BASIN, NO. 3A | 4 EACH |
| 302E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 159 CY |
| 304E20000 | AGGREGATE BASE | 164 CY |
| 407E20000 | NON-TRACKING TACK COAT | 99 GAL |
| 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 | 46 CY |
| 625E33000 | STRUCTURE GROUNDING SYSTEM | 1 EACH |