Bridge Painting
Lorain County · plans pulled by 14 GCs
Plan pull14 GCsSep 16
Pattern12 prime · 2 sub—
Bid dateThursday, October 22—
Lorain County · plans pulled by 14 GCs
12 primes + 2 subs 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 plans12 primes · 2 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. 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
98 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 |
| 202E98100 | REMOVAL MISC.:I-SECTION JACKING SUPPORT REMOVAL (PER CHORD) NR) | 14 EACH |
| 202E98100 | REMOVAL MISC.:RIVET | 96 EACH |
| 512E10300 | SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 1,639 SY |
| 512E10600 | CONCRETE REPAIR BY EPOXY INJECTION | 288 FT |
| 512E75000 | SPECIAL - SEALINGSEALING EDGES OF ROADWAY | 3,536 FT |
| 513E95030 | STRUCTURAL STEEL, MISC.:BRIDGE RAILING BOLT REPLACEMENT | 38 EACH |
| 513E95030 | STRUCTURAL STEEL, MISC.:NEW BOLT AT SELECT GUSSET PLATE CONNECTIONS | 88 EACH |
| 513E95030 | STRUCTURAL STEEL, MISC.:NEW BOLT IN OPEN HOLE (EAST TRUSS) | 262 EACH |
| 513E95030 | STRUCTURAL STEEL, MISC.:NEW BOLT IN OPEN HOLE (ROADWAY CURB) | 26 EACH |
| 513E95030 | STRUCTURAL STEEL, MISC.:TRUSS GUSSET REPAIR | 7 EACH |
| 514E00100 | SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | Lump sum |
| 514E00200 | FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT | Lump sum |
| 514E00300 | FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | Lump sum |
| 514E00401 | FIELD PAINTING STRUCTURAL STEEL, FINISH COAT, AS PER PLAN | Lump sum |
| 514E00504 | GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL | 407 MNHR |
| 514E10000 | FINAL INSPECTION REPAIR | 174 EACH |
| 514E27700 | FIELD PAINTING, MISC.:EPOXY INTERMEDIATE COAT ON GALVANIZED BRIDGE RAILING AND CURBS | 4,688 SF |
| 514E27700 | FIELD PAINTING, MISC.:HIGH PRESSURE WATER CLEANING OF GALVANIZED STEEL | 15,538 SF |
| 514E27700 | FIELD PAINTING, MISC.:SURFACE PREPARATION OF EXISTING GALVANIZED CURBS | 851 SF |
| 514E27700 | FIELD PAINTING, MISC.:SURFACE PREPARATION OF EXISTING STEEL, SOLVENT CLEANING, SYSTEM OZEU | 15,538 SF |
| 514E27700 | FIELD PAINTING, MISC.:TOP FINISH COAT ON GALVANIZED BRIDGE RAILING AND CURBS | 15,538 SF |
| 514E27710 | FIELD PAINTING, MISC.:CAULKING | 32,144 FT |
| 514E27800 | FIELD PAINTING, MISC.:FIELD PAINTING OF EXISTING STRUCTURAL STEEL WITHIN BOX-SHAPED MEMBERS, PRIME COAT | Lump sum |
| 514E27800 | FIELD PAINTING, MISC.:SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL WITHIN BOX-SHAPED TRUSS MEMBERS | Lump sum |
| 516E01301 | ELASTOMERIC STRIP SEAL WITHOUT STEEL EXTRUSIONS, AS PER PLAN | 134 FT |
| 516E10000 | PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL(1-3/4") | 44 FT |
| 516E10000 | PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL(2-1/2") | 223 FT |
| 516E14600 | STRUCTURAL JOINT OR JOINT SEALER, MISC.:JOINT FOAM BACKUP WITH POURED POLYURETHANE JOINT SEAL | 1,250 FT |
| 516E14600 | STRUCTURAL JOINT OR JOINT SEALER, MISC.:REPAIR DAMAGED DEFLECTION JOINT STEEL FLANGE | 14 FT |
| 516E31001 | JOINT SEALER, AS PER PLAN | 89 FT |
| 516E42600 | ELASTOMERIC BEARING PAD, MISC.:1/8" THICK ELASTOMER PADS AT EXPANSION JOINTS | 178 FT |
| 517E76302 | RAILING, MISC.:REPAIR OF RETAINING WALL PEDESTRIAN RAILING POSTS | 7 EACH |
| 518E62100 | STRUCTURE DRAINAGE, MISC.:EPAIR DAMAGED DECK DRAIN | 7 FT |
| 518E62100 | STRUCTURE DRAINAGE, MISC.:NRNS FLASHING (DECK DRAINS) | 504 FT |
| 518E62100 | STRUCTURE DRAINAGE, MISC.:NRNS FLASHING (DEFLECTION AND EXPANSION JOINTS) | 340 FT |
| 518E62100 | STRUCTURE DRAINAGE, MISC.:NRNS FLASHING (LOWER LATERAL BRACING) | 160 FT |
| 518E63300 | STRUCTURE DRAINAGE, MISC.:FORWARD ABUTMENT DRAINAGE TROUGH | Lump sum |
| 519E11100 | PATCHING CONCRETE STRUCTURE | 489 SF |
| 526E98200 | APPROACH SLABS, MISC.:REPLACE CURB | 35 FT |
| 530E00200 | SPECIAL - STRUCTURESPILASTER WALL RECONSTRUCTION | Lump sum |
| 530E00200 | SPECIAL - STRUCTURESSTEEL MESH REMOVED AND REPLACED | Lump sum |
| 530E00400 | SPECIAL - STRUCTURESPIGEON DOORS REMOVED AND REINSTALLED | 1,452 EACH |
| 530E00400 | SPECIAL - STRUCTURESPLYWOOD PIGEON DOORS | 300 EACH |
| 530E00400 | SPECIAL - STRUCTURESRE-TENSIONING POST TENSION ROD | 2 EACH |
| 530E00400 | SPECIAL - STRUCTURESSTEEL PIGEON DOORS | 5 EACH |
| 601E20010 | CRUSHED AGGREGATE SLOPE PROTECTION | 283 CY |
| 625E33001 | STRUCTURE GROUNDING SYSTEM, AS PER PLAN | 3 EACH |
| 843E50001 | PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR, AS PER PLAN | 10 SF |
| 847E10101 | LATEX MODIFIED CONCRETE OVERLAY, AS PER PLAN(1-1/2" THICK) | 8,741 SY |
| 847E20101 | LATEX MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY, AS PER PLAN | 49 CY |
| 847E30000 | TEST SLAB | Lump sum |
| 847E50000 | HAND CHIPPING | 89 SY |
| 201E11001 | CLEARING AND GRUBBING, AS PER PLAN | Lump sum |
| 202E30000 | WALK REMOVED | 220 SF |
| 202E38000 | GUARDRAIL REMOVED | 144 FT |
| 202E47000 | BRIDGE TERMINAL ASSEMBLY REMOVED | 3 EACH |
| 202E75000 | FENCE REMOVED | 400 FT |
| 202E75250 | GATE REMOVED | 2 EACH |
| 606E15050 | GUARDRAIL, TYPE MGS | 100 FT |
| 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH |
| 606E35002 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 1 EACH |
| 607E23000 | FENCE, TYPE CLT | 565 FT |
| 607E61200 | GATE, TYPE CLT | 2 EACH |
| 607E70000 | FENCELINE SEEDING AND MULCHING | 565 FT |
| 608E10000 | 4" CONCRETE WALK | 220 SF |
| 690E50600 | SPECIAL - BOLLARD | 10 EACH |
| 625E26253 | LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER PLANTYPE III (6K- | 17 EACH |
| 625E40000 | SPECIAL - MAINTAIN EXISTING LIGHTING | Lump sum |
| 625E75506 | LUMINAIRE REMOVED | 23 EACH |
| 625E76000 | ARC FLASH CALCULATIONS AND LABEL(EX. CC-1) | 1 EACH |
| 625E98000 | LIGHTING, MISC.:BRIDGE-MOUNTED MARINE NAVIGATION LIGHTING, LED | 6 EACH |
| 625E98000 | LIGHTING, MISC.:REPLACE JUNCTION BOX | 2 EACH |
| 625E98000 | LIGHTING, MISC.:REPLACE LIGHTING CONTROL CENTER | 1 EACH |
| 690E98400 | SPECIAL - MAINTAIN EXISTING NAVIGATION LIGHTING | Lump sum |
| 614E11111 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE, AS PER PLAN | 50 HOUR |
| 614E12380 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (UNIDIRECTIONAL) | 8 EACH |
| 614E13310 | BARRIER REFLECTOR, TYPE 1ONE WAY | 248 EACH |
| 614E13350 | OBJECT MARKER, ONE WAY | 248 EACH |
| 614E21050 | WORK ZONE CENTER LINE, CLASS I, 807 PAINT | 1.4 MILE |
| 614E22056 | WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 4.3 MILE |
| 614E27010 | WORK ZONE CROSSWALK LINE, CLASS I, 12" | 60 FT |
| 622E41100 | PORTABLE BARRIER, UNANCHORED | 12,295 FT |
| 100E51200 | DEPARTMENT'S SHARE OF THE DISPUTE RESOLUTION ADVISOR | 30,000 EACH |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 108E10000 | CPM PROGRESS SCHEDULE | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 646E10010 | EDGE LINE, 6" | 2.1 MILE |
| 646E10200 | CENTER LINE | 0.34 MILE |
| 646E10600 | TRANSVERSE/DIAGONAL LINE | 584 FT |
| 646E20600 | BIKE LANE SYMBOL MARKING | 14 EACH |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE(T=1.5") | 245 SY |
| 407E20000 | NON-TRACKING TACK COAT | 22 GAL |
| 442E22000 | ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (449) | 12 CY |
| 832E30000 | EROSION CONTROL | 1,000 EACH |
| 611E98651 | CATCH BASIN FRAME AND GRATE, AS PER PLAN | 3 EACH |