Bridge Replacement (1 Bridge)
Coshocton County · plans pulled by 5 GCs
Plan pull5 GCsJun 10
Pattern3 prime · 2 sub—
Bid dateThursday, June 25—
Coshocton County · plans pulled by 5 GCs
3 primes + 2 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=9,593 bids) — historical frequency, not a forecast. ODOT's estimate stays sealed until bids open.
Pulled plans3 primes · 2 subs
Likely also biddingOH bridge regulars · 7
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
80 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 202E11002 | STRUCTURE REMOVED, OVER 20 FOOT SPAN | Lump sum |
| 202E22900 | APPROACH SLAB REMOVED | 67 SY |
| 202E38500 | BRIDGE RAILING REMOVED | 200 FT |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 503E21301 | UNCLASSIFIED EXCAVATION, AS PER PLAN | Lump sum |
| 505E11100 | PILE DRIVING EQUIPMENT MOBILIZATION | Lump sum |
| 507E00100 | STEEL PILES HP10X42, FURNISHED | 945 FT |
| 507E00150 | STEEL PILES HP10X42, DRIVEN | 855 FT |
| 507E00200 | STEEL PILES HP12X53, FURNISHED | 720 FT |
| 507E00250 | STEEL PILES HP12X53, DRIVEN | 660 FT |
| 507E71200 | SPECIAL - PILE ENCASEMENT | 216 FT |
| 507E93300 | STEEL POINTS OR SHOES | 30 EACH |
| 509E26000 | GALVANIZED STEEL REINFORCEMENT | 65,152 LB |
| 511E33312 | CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 250 CY |
| 511E44110 | CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 46 CY |
| 511E46510 | CLASS QC1 CONCRETE, FOOTING | 39 CY |
| 512E10050 | SEALING OF CONCRETE SURFACES (NON-EPOXY) | 123 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 13 SY |
| 516E13201 | 1/2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 60 SF |
| 516E13601 | 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 86 SF |
| 516E14014 | INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 95 FT |
| 516E14600 | STRUCTURAL JOINT OR JOINT SEALER, MISC.:WATERSTOP WITH SLEEPER SLAB | 73 FT |
| 516E31011 | 2" DEEP JOINT SEALER, AS PER PLAN | 73 FT |
| 517E70100 | RAILING (THREE STEEL TUBE BRIDGE RAILING) | 214 FT |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 63 CY |
| 518E22300 | SPECIAL - STEEL DRIP STRIP | 244 FT |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 118 FT |
| 518E40010 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | 60 FT |
| 526E15001 | REINFORCED CONCRETE APPROACH SLABS (T=13"), AS PER PLAN | 160 SY |
| 530E14000 | SPECIAL - STRUCTURAL SURVEY AND MONITORING OF VIBRATION | Lump sum |
| 625E33000 | STRUCTURE GROUNDING SYSTEM | 4 EACH |
| 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 202E23000 | PAVEMENT REMOVED | 377 SY |
| 202E23500 | WEARING COURSE REMOVED | 67 SY |
| 202E38000 | GUARDRAIL REMOVED | 675 FT |
| 203E10001 | EXCAVATION, AS PER PLAN | 446 CY |
| 203E20000 | EMBANKMENT | 1,197 CY |
| 204E10000 | SUBGRADE COMPACTION | 819 SY |
| 209E15000 | RESHAPING UNDER GUARDRAIL | 7.4 STA |
| 209E70000 | BORROW | 20 CY |
| 606E15050 | GUARDRAIL, TYPE MGS | 750 FT |
| 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 3 EACH |
| 606E26500 | ANCHOR ASSEMBLY, TYPE T | 1 EACH |
| 606E34600 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH |
| 623E50000 | PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT NR) | Lump sum |
| 623E51000 | POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 9 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 19 EACH |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | 50 FT |
| 630E80100 | SIGN, FLAT SHEET | 14 SF |
| 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH |
| 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | 2 EACH |
| 646E10010 | EDGE LINE, 6" | 0.18 MILE |
| 646E10200 | CENTER LINE | 0.09 MILE |
| 601E21050 | TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 7 SY |
| 601E32204 | ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC | 667 CY |
| 611E99710 | PRECAST REINFORCED CONCRETE OUTLET | 4 EACH |
| 659E00510 | SEEDING AND MULCHING, CLASS 2 | 3,672 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 0.5 TON |
| 659E31000 | LIME | 0.8 ACRE |
| 659E35000 | WATER | 20 MGAL |
| 832E30000 | EROSION CONTROL | 4,000 EACH |
| 252E01500 | FULL DEPTH PAVEMENT SAWING | 725 FT |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 3 1/4" | 1,070 SY |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 122 CY |
| 304E20000 | AGGREGATE BASE | 97 CY |
| 407E20000 | NON-TRACKING TACK COAT | 165 GAL |
| 441E70100 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG70-22M | 45 CY |
| 441E70300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (449) | 52 CY |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 619E16000 | FIELD OFFICE, TYPE A | 3 MNTH |
| 623E10001 | CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 410E13000 | TRAFFIC COMPACTED SURFACE, TYPE C | 10 CY |
| 614E12420 | DETOUR SIGNING | Lump sum |
| 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 20 CY |
| 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT |
| 614E15000 | SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENING TO TRAFFIC (UNIT PRICE FIELD SHOULD REFLECT NUMBER OF DAYS BID) | 2,500 DLR |
| Lump sum |