Bridge Repair
Lorain County · plans pulled by 9 GCs
Plan pull9 GCsJul 23
Pattern4 prime · 5 sub—
Bid dateThursday, July 30—
Lorain County · plans pulled by 9 GCs
4 primes + 5 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 plans4 primes · 5 subs
Likely also biddingOH bridge regulars · 4
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
101 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 |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | Lump sum |
| 503E21101 | UNCLASSIFIED EXCAVATION, AS PER PLAN | 64 CY |
| 509E10001 | EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 93,146 LB |
| 509E30020 | NO. 4 DEFORMED GFRP REINFORCEMENT | 9,174 FT |
| 510E10001 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN | 412 EACH |
| 511E34447 | CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER PLAN | 211 CY |
| 511E34450 | CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPET) | 90 CY |
| 511E43210 | CLASS QC1 CONCRETE, PIER | 11 CY |
| 511E45710 | CLASS QC1 CONCRETE, ABUTMENT | 31 CY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 939 SY |
| 512E10600 | CONCRETE REPAIR BY EPOXY INJECTION | 55 FT |
| 512E74000 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES | 439 SY |
| 513E10201 | STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 8,200 LB |
| 513E20000 | WELDED STUD SHEAR CONNECTORS | 3,036 EACH |
| 514E00050 | SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 9,407 SF |
| 514E00056 | FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME COAT | 9,407 SF |
| 514E00060 | FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 9,407 SF |
| 514E00066 | FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 9,407 SF |
| 514E00504 | GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTURAL STEEL | 16 MNHR |
| 514E10000 | FINAL INSPECTION REPAIR | 5 EACH |
| 516E11210 | STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC STRIP SEAL | 61 FT |
| 516E44101 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN (14" X 14" X 2 5/8") | 12 EACH |
| 516E44201 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN (12" X 12" X 3 5/8") | 8 EACH |
| 516E47001 | JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, AS PER PLAN | Lump sum |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 52 CY |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 134 FT |
| 518E40010 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | 18 FT |
| 519E00100 | SPECIAL - COMPOSITE FIBER WRAP SYSTEM (SEE PROPOSAL NOTE) | 1,225 SF |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 40 SF |
| 526E30010 | REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=17") | 203 SY |
| 526E90010 | TYPE A INSTALLATION | 61 FT |
| 607E39900 | VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC | 475 FT |
| 625E33001 | STRUCTURE GROUNDING SYSTEM, AS PER PLAN | 1 EACH |
| 846E00110 | POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 25 CF |
| 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 202E22900 | APPROACH SLAB REMOVED | 133 SY |
| 202E23000 | PAVEMENT REMOVED | 165 SY |
| 202E23500 | WEARING COURSE REMOVED (4.25" THICK) | 777 SY |
| 202E32000 | CURB REMOVED | 62 FT |
| 202E38000 | GUARDRAIL REMOVED | 200 FT |
| 202E47000 | BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH |
| 202E70130 | SPECIAL - PIPE CLEANOUT OVER 48" | 448 FT |
| 203E10000 | EXCAVATION | 1,178 CY |
| 203E20000 | EMBANKMENT | 846 CY |
| 204E10000 | SUBGRADE COMPACTION | 387 SY |
| 606E15050 | GUARDRAIL, TYPE MGS | 200 FT |
| 606E35002 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH |
| 606E35102 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH |
| 623E50000 | PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT NR) |
| 410E12000 | TRAFFIC COMPACTED SURFACE, TYPE A OR B | 50 CY |
| 410E13000 | TRAFFIC COMPACTED SURFACE, TYPE C | 50 CY |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 40 HOUR |
| 614E12420 | DETOUR SIGNING | Lump sum |
| 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY |
| 614E13310 | BARRIER REFLECTOR, TYPE 1 (1 WAY) | 29 EACH |
| 614E13312 | BARRIER REFLECTOR, TYPE 2 (1 WAY) | 7 EACH |
| 614E13350 | OBJECT MARKER, ONE WAY | 36 EACH |
| 614E22010 | WORK ZONE EDGE LINE, CLASS I, 6" | 0.34 MILE |
| 614E23010 | WORK ZONE CHANNELIZING LINE, CLASS I, 12" | 770 FT |
| 614E24000 | WORK ZONE DOTTED LINE, CLASS I | 139 FT |
| 616E10000 | WATER | 4 MGAL |
| 601E20010 | CRUSHED AGGREGATE SLOPE PROTECTION | 204 CY |
| 601E21050 | TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY |
| 659E00100 | SOIL ANALYSIS TEST | 2 EACH |
| 659E00300 | TOPSOIL | 430 CY |
| 659E10000 | SEEDING AND MULCHING | 3,719 SY |
| 659E14000 | REPAIR SEEDING AND MULCHING | 36 SY |
| 659E15000 | INTER-SEEDING | 36 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 0.53 TON |
| 659E31000 | LIME | 0.75 ACRE |
| 659E35000 | WATER | 20 MGAL |
| 832E30000 | EROSION CONTROL | 19,500 EACH |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 37 CY |
| 304E20000 | AGGREGATE BASE | 66 CY |
| 407E20000 | NON-TRACKING TACK COAT | 17 GAL |
| 442E22001 | ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (449), AS PER PLAN | 6 CY |
| 442E22301 | ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYPE A (449), AS PER PLAN | 8 CY |
| 609E24000 | CURB, TYPE 4-A | 200 FT |
| 609E26000 | CURB, TYPE 6 | 62 FT |
| 626E00102 | BARRIER REFLECTOR, TYPE 1 (1 WAY) | 8 EACH |
| 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | 21 FT |
| 630E80100 | SIGN, FLAT SHEET | 2.5 SF |
| 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | 2 EACH |
| 646E10010 | EDGE LINE, 6" | 0.14 MILE |
| 646E10100 | LANE LINE, 4" | 0.07 MILE |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 108E30000 | CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 619E16010 | FIELD OFFICE, TYPE B | 12 MNTH |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 623E10001 | CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 602E20000 | CONCRETE MASONRY | 0.21 CY |
| 605E31100 | AGGREGATE DRAINS | 55 FT |
| 611E04600 | 12" CONDUIT, TYPE C | 13 FT |
| 611E98180 | CATCH BASIN, NO. 3A | 1 EACH |
| 611E99710 | PRECAST REINFORCED CONCRETE OUTLET | 2 EACH |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | Lump sum |
| 833E12001 | CONDUIT RENEWAL USING SPRAY APPLIED STRUCTURAL LINER, ARCH, AS PER PLAN(161" SPAN X 101" RISE) | 448 FT |
| Lump sum |