Bridge Replacement (1 Bridge)
Ashtabula County · plans pulled by 4 GCs
Plan pull4 GCsJul 14
Pattern1 prime · 3 sub—
Bid dateThursday, July 30—
Ashtabula County · plans pulled by 4 GCs
1 prime + 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 plans1 prime · 3 subs
Likely also biddingOH bridge regulars · 8
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
89 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 | 97 SY |
| 202E23500 | WEARING COURSE REMOVED | 565 SY |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | Lump sum |
| 503E21100 | UNCLASSIFIED EXCAVATION | 798 CY |
| 503E21104 | UNCLASSIFIED EXCAVATION, INCLUDING ROCK | 76 CY |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 64,671 LB |
| 511E31610 | CLASS QC2 CONCRETE, SUPERSTRUCTURE | 156 CY |
| 511E40510 | CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS | 89 CY |
| 511E43511 | CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING, AS PER PLAN | 259 CY |
| 511E46510 | CLASS QC1 CONCRETE, FOOTING | 47 CY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 623 SY |
| 515E12070 | PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB27-48 (80'-0") | 16 EACH |
| 516E14020 | SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 64 FT |
| 516E44100 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE(2"x 7" x 15.5" PAD & 8" x 16.5" LOAD PLATE) | 64 EACH |
| 517E70000 | RAILING (TWIN STEEL TUBE) | 167.67 FT |
| 517E75120 | RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING) | 165.5 FT |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 102 CY |
| 518E22300 | SPECIAL - STEEL DRIP STRIP | 199 FT |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 136 FT |
| 518E40010 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | 53 FT |
| 524E94704 | DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 20 FT |
| 524E94802 | DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK | 27 FT |
| 526E25001 | REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER PLAN | 122 SY |
| 526E90030 | TYPE C INSTALLATION | 62 FT |
| 894E10000 | THERMAL INTEGRITY PROFILING (TIP) TEST | 1 EACH |
| 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 202E23000 | PAVEMENT REMOVED | 478 SY |
| 202E38000 | GUARDRAIL REMOVED | 164 FT |
| 202E58000 | MANHOLE REMOVED | 1 EACH |
| 202E98100 | REMOVAL MISC.: CONCRETE BLOCK | 5 EACH |
| 203E10000 | EXCAVATION | 51 CY |
| 203E20000 | EMBANKMENT | 211 CY |
| 204E10000 | SUBGRADE COMPACTION | 643 SY |
| 204E13000 | EXCAVATION OF SUBGRADE | 260 CY |
| 204E30010 | GRANULAR MATERIAL, TYPE B | 260 CY |
| 204E50000 | GEOTEXTILE FABRIC | 388 SY |
| 606E15050 | GUARDRAIL, TYPE MGS | 75 FT |
| 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E, MASH 2106 | 2 EACH |
| 606E35002 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH |
| 690E91000 | SPECIAL - AS-BUILT CONSTRUCTION PLANS | Lump sum |
| 626E00110 | BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 10 EACH |
| 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | 42 FT |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | 61.5 FT |
| 630E08600 | SIGN POST REFLECTOR | 1 EACH |
| 630E80100 | SIGN, FLAT SHEET | 30.3 SF |
| 630E80100 | SIGN, FLAT SHEET, 730.20 | 2 SF |
| 630E80101 | SIGN, FLAT SHEET, AS PER PLAN | 8 SF |
| 630E85200 | REMOVAL OF GROUND MOUNTED SIGN AND DELIVERY | 5 EACH |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | 5 EACH |
| 646E10010 | EDGE LINE, 6" | 0.14 MILE |
| 646E10200 | CENTER LINE | 0.07 MILE |
| 646E10400 | STOP LINE | 12 FT |
| 646E20000 | RAILROAD SYMBOL MARKING | 1 EACH |
| 601E21050 | TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 11 SY |
| 601E32004 | ROCK CHANNEL PROTECTION, TYPE A WITH GEOTEXTILE FABRIC | 360 CY |
| 659E00100 | SOIL ANALYSIS TEST | 2 EACH |
| 659E00300 | TOPSOIL | 93 CY |
| 659E10000 | SEEDING AND MULCHING | 836 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 0.11 TON |
| 659E31000 | LIME | 0.17 ACRE |
| 659E35000 | WATER | 5 MGAL |
| 670E00500 | SLOPE EROSION PROTECTION | 140 SY |
| 832E30000 | EROSION CONTROL | 20,000 EACH |
| 602E20000 | CONCRETE MASONRY | 0.4 CY |
| 605E31100 | AGGREGATE DRAINS | 184 FT |
| 611E07600 | 18" CONDUIT, TYPE C, 706.02 | 20 FT |
| 611E10400 | 24" CONDUIT, TYPE B, 706.02 | 20 FT |
| 611E97400 | CONDUIT, MISC.:TYPE B FOR DRAINAGE DISCHARGE CONTINUANCE | 10 FT |
| 611E97400 | CONDUIT, MISC.:TYPE C FOR DRAINAGE DISCHARGE CONTINUANCE | 10 FT |
| 611E97400 | CONDUIT, MISC.:TYPE F FOR DRAINAGE DISCHARGE CONTINUANCE | 10 FT |
| 611E99720 | INSPECTION WELL | 1 EACH |
| 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 | 18 MNTH |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 63 CY |
| 304E20000 | AGGREGATE BASE | 102 CY |
| 407E20000 | NON-TRACKING TACK COAT | 53 GAL |
| 411E10000 | STABILIZED CRUSHED AGGREGATE | 8 CY |
| 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 | 37 CY |
| 614E12420 | DETOUR SIGNING | Lump sum |
| 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 20 CY |
| 616E10000 | WATER | 6 MGAL |
| 625E75401 | LIGHT POLE REMOVED, AS PER PLAN | 4 EACH |
| 690E98400 | SPECIAL - SURVEY CONTROL VERIFICATION | Lump sum |