Bridge Repair
Shelby County · plans pulled by 2 GCs
Plan pull2 GCsAug 21
Pattern2 sub—
Bid dateThursday, October 1—
Shelby County · plans pulled by 2 GCs
2 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 plans2 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. 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
53 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 |
| 202E23500 | WEARING COURSE REMOVED | 265 SY |
| 202E38500 | BRIDGE RAILING REMOVED | 125 FT |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 503E21300 | UNCLASSIFIED EXCAVATION | Lump sum |
| 507E71200 | SPECIAL - PILE ENCASEMENT | 140 FT |
| 509E20001 | CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CONCRETE REINFORCEMENT, AS PER PLAN | 100 LB |
| 509E25000 | UNCOATED STEEL REINFORCEMENT | 4,367 LB |
| 510E10000 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 112 EACH |
| 511E34410 | CLASS QC2 CONCRETE, SUPERSTRUCTURE | 20 CY |
| 516E13200 | 1/2" PREFORMED EXPANSION JOINT FILLER | 40 SF |
| 516E31011 | 2" DEEP JOINT SEALER, AS PER PLAN | 83 FT |
| 517E70100 | RAILING (THREE STEEL TUBE BRIDGE RAILING) | 128 FT |
| 518E22300 | SPECIAL - STEEL DRIP STRIP | 144 FT |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 12 SF |
| 530E00600 | SPECIAL - STRUCTURES -ABUTMENT REFACING WITH GALVANIC ANODE PROTECTION | 186 SF |
| 625E33000 | STRUCTURE GROUNDING SYSTEM | 1 EACH |
| 844E20001 | GALVANIC ANODE PROTECTION, AS PER PLAN | 112 EACH |
| 848E10200 | SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION, 2 1/4" | 266 SY |
| 848E20001 | SURFACE PREPARATION USING HYDRODEMOLITION, AS PER PLAN | 227 SY |
| 848E30200 | SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY | 10 CY |
| 848E50000 | HAND CHIPPING | 10 SY |
| 848E50100 | TEST SLAB | Lump sum |
| 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 202E23000 | PAVEMENT REMOVED | 200 SY |
| 202E23500 | WEARING COURSE REMOVED | 1,160 SY |
| 202E38001 | GUARDRAIL REMOVED, AS PER PLAN | 625 FT |
| 202E98100 | REMOVAL MISC.: REMOVAL OF BRIDGE ID SIGN AND REERECTION | 1 EACH |
| 204E10000 | SUBGRADE COMPACTION | 216 SY |
| 209E60200 | LINEAR GRADING | 8 STA |
| 606E15050 | GUARDRAIL, TYPE MGS | 200 FT |
| 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E | 4 EACH |
| 606E34600 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH |
| 659E10000 | SEEDING AND MULCHING | 678 SY |
| 659E14000 | REPAIR SEEDING AND MULCHING | 34 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 0.09 TON |
| 659E35000 | WATER | 4 MGAL |
| 832E30000 | EROSION CONTROL | 5,000 EACH |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 34 CY |
| 304E20000 | AGGREGATE BASE | 32 CY |
| 407E10000 | TACK COAT | 149 GAL |
| 441E70100 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG70-22M | 65 CY |
| 617E10100 | COMPACTED AGGREGATE | 30 CY |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 5 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2, (BI-DIRECTIONAL) | 8 EACH |
| 630E80101 | SIGN, FLAT SHEET, AS PER PLAN | 1 SF |
| 646E10010 | EDGE LINE, 6" | 0.18 MILE |
| 646E10200 | CENTER LINE | 0.09 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 |
| 614E12420 | DETOUR SIGNING | Lump sum |