Bridge Repair
plans pulled by 2 GCs
Plan pull2 GCsJul 14
Pattern2 sub—
Bid dateThursday, July 30—
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=9,410 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 5 years, ranked by frequency. 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
129 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 886 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 747 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 2,257 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 1,638 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 1,062 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 869 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 2,060 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 1,391 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 2,015 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 1,391 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 325 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 244 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 325 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 244 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 1,081 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 729 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 869 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 733 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 762 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 735 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 1,590 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 1,101 FT |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 4 SY |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 1,591 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 1,101 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 775 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 403 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 775 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 403 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 877 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 550 FT |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 3 SY |
| 516E45305 | REFURBISH BEARING DEVICE, AS PER PLAN | 1 EACH |
| 516E47001 | JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN | Lump sum |
| 530E00800 | SPECIAL - STRUCTURES: CONCRETE SPALL REMOVAL WITH ZINC RICH PRIMER APPLIED | 75 SY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 3 SY |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 3 SY |
| 519E10000 | PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO-SILICA MODIFIED CONCRETE | 2 SY |
| 530E00800 | SPECIAL - STRUCTURES: CONCRETE SPALL REMOVAL WITH ZINC RICH PRIMER APPLIED | 25 SY |
| 509E20001 | CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CONCRETE REINFORCEMENT, AS PER PLAN | 100 LB |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 3 SY |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 100 SY |
| 519E10000 | PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO-SILICA MODIFIED CONCRETE | 30 SY |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 25 SF |
| 843E50000 | PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR | 10 SF |
| 848E10001 | MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION, AS PER PLAN (T = 1 1/2") | 1,546 SY |
| 848E20001 | SURFACE PREPARATION USING HYDRODEMOLITION, AS PER PLAN | 1,546 SY |
| 848E30001 | MICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN | 39 CY |
| 848E50000 | HAND CHIPPING | 47 SY |
| 848E50100 | TEST SLAB | Lump sum |
| 848E50201 | FULL DEPTH REPAIR, AS PER PLAN | 1 CY |
| 848E50321 | EXISTING CONCRETE OVERLAY REMOVED, AS PER PLAN (T = 1 1/4") | 1,546 SY |
| 848E50340 | REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY | 464 SY |
| 512E10400 | TREATING OF CONCRETE BRIDGE DECK WITH SRS | 3,243 SY |
| 512E10400 | TREATING OF CONCRETE BRIDGE DECK WITH SRS | 3,028 SY |
| 512E10400 | TREATING OF CONCRETE BRIDGE DECK WITH SRS | 2,328 SY |
| 512E10400 | TREATING OF CONCRETE BRIDGE DECK WITH SRS | 2,733 SY |
| 512E10400 | TREATING OF CONCRETE BRIDGE DECK WITH SRS | 4,885 SY |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 693 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 463 FT |
| 512E10400 | TREATING OF CONCRETE BRIDGE DECK WITH SRS | 549 SY |
| 512E10400 | TREATING OF CONCRETE BRIDGE DECK WITH SRS | 2,113 SY |
| 512E10400 | TREATING OF CONCRETE BRIDGE DECK WITH SRS | 3,113 SY |
| 512E10400 | TREATING OF CONCRETE BRIDGE DECK WITH SRS | 6,603 SY |
| 512E10400 | TREATING OF CONCRETE BRIDGE DECK WITH SRS | 2,860 SY |
| 202E11201 | PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | Lump sum |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 383 LB |
| 509E20001 | CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CONCRETE REINFORCEMENT, AS PER PLAN | 100 LB |
| 511E31610 | CLASS QC2 CONCRETE, SUPERSTRUCTURE | 6 CY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 12 SY |
| 516E10901 | ELASTOMERIC COMPRESSION SEAL, AS PER PLAN | 42 FT |
| 516E45305 | REFURBISH BEARING DEVICE, AS PER PLAN | 5 EACH |
| 516E47001 | JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN | Lump sum |
| 519E10000 | PATCHING CONCRETE BRIDGE DECK OVERLAY WITH MICRO-SILICA MODIFIED CONCRETE | 20 SY |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 100 SF |
| 530E00800 | SPECIAL - STRUCTURES: CONCRETE SPALL REMOVAL WITH ZINC RICH PRIMER APPLIED | 350 SY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 196 SY |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 662 SY |
| 512E74000 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES | 196 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 459 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 1,338 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 801 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 1,317 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 808 FT |
| 509E20001 | CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CONCRETE REINFORCEMENT, AS PER PLAN | 100 LB |
| 511E71100 | CONCRETE, MISC.: BACKWALL REPAIR | 8 CY |
| 512E10050 | SEALING OF CONCRETE SURFACES (NON-EPOXY) | 804 SY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 273 SY |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 1,115 SY |
| 512E74000 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES | 1,077 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 359 FT |
| 626E00102 | BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 38 EACH |
| 626E00102 | BARRIER REFLECTOR, TYPE 1 (ONE-WAY) | 306 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 60 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2 (ONE-WAY) | 260 EACH |
| 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | 867 FT |
| 630E80100 | SIGN, FLAT SHEET | 207 SF |
| 630E80100 | SIGN, FLAT SHEET, 730.20 | 57 SF |
| 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 80 EACH |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | 55 EACH |
| 646E10010 | EDGE LINE, 6" | 3.89 MILE |
| 646E10110 | LANE LINE, 6" | 2.28 MILE |
| 646E10200 | CENTER LINE | 0.42 MILE |
| 646E10310 | CHANNELIZING LINE, 12" | 2,103 FT |
| 646E10400 | STOP LINE | 14 FT |
| 646E20504 |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 150 HOUR |
| 614E12420 | DETOUR SIGNING | Lump sum |
| 614E12460 | WORK ZONE MARKING SIGN | 20 EACH |
| 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY |
| 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 42 SNMT |
| 614E20560 | WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 2.28 MILE |
| 614E21550 | WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.51 MILE |
| 614E22360 | WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 3.67 MILE |
| 614E23680 | WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PAINT | 2,010 FT |
| 614E23690 | WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 PAINT | 2,101.65 FT |
| 614E24612 | WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 525 FT |
| 614E26610 | WORK ZONE STOP LINE, CLASS III, 642 PAINT | 14 FT |
| 808E18700 | DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 1 SNMT |
| 100E00300 | PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE | Lump sum |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 619E16010 | FIELD OFFICE, TYPE B | 6 MNTH |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 202E98100 | REMOVAL MISC.: BARRIER REFLECTOR | 532 EACH |
| 690E91000 | SPECIAL - AS-BUILT CONSTRUCTION PLANS | Lump sum |
| 832E30000 | EROSION CONTROL | 3,000 EACH |
| 618E40601 | RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE), AS PER PLAN | 0.18 MILE |
| DOTTED LINE, 6" |
| 525 FT |