Culvert Replacement
Crawford County · plans pulled by 4 GCs
Plan pull4 GCsJul 1
Pattern2 prime · 2 sub—
Bid dateThursday, July 16—
Crawford County · plans pulled by 4 GCs
2 primes + 2 subs pulled plans · Great Lakes Demolition Company wins 78% of OH drainage 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=9,472 bids) — historical frequency, not a forecast. ODOT's estimate stays sealed until bids open.
Pulled plans2 primes · 2 subs
Likely also biddingOH drainage regulars · 7
Confirmed = pulled plans on this letting (revealed interest, from the agency portal). Likely = firms that bid OH drainagework 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
69 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 202E11001 | STRUCTURE REMOVED, AS PER PLAN | Lump sum |
| 202E23000 | PAVEMENT REMOVED | 193 SY |
| 202E35100 | PIPE REMOVED, 24" DIAMETER AND UNDER | 46 FT |
| 202E38000 | GUARDRAIL REMOVED | 162.5 FT |
| 202E42010 | ANCHOR ASSEMBLY REMOVED, TYPE E | 3 EACH |
| 203E10000 | EXCAVATION | 201 CY |
| 203E20000 | EMBANKMENT | 182 CY |
| 204E10000 | SUBGRADE COMPACTION | 203 SY |
| 606E15050 | GUARDRAIL, TYPE MGS | 225 FT |
| 606E15100 | GUARDRAIL, TYPE MGS WITH LONG POSTS | 37.5 FT |
| 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E(MASH 2016) | 3 EACH |
| 623E38500 | MONUMENT ASSEMBLY, TYPE C | 2 EACH |
| 623E50000 | PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT NR) | Lump sum |
| 623E51000 | POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT | Lump sum |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 503E21300 | UNCLASSIFIED EXCAVATION | Lump sum |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 4,267 LB |
| 511E46010 | CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING | 15 CY |
| 511E46510 | CLASS QC1 CONCRETE, FOOTING | 29 CY |
| 511E46610 | CLASS QC1 CONCRETE, HEADWALL | 2 CY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 48 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 93 SY |
| 512E33010 | TYPE 3 WATERPROOFING | 82 SY |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 29 SF |
| 518E21230 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | Lump sum |
| 602E20000 | CONCRETE MASONRY | 0.67 CY |
| 601E32100 | ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 85 CY |
| 659E00100 | SOIL ANALYSIS TEST | 2 EACH |
| 659E00300 | TOPSOIL | 62 CY |
| 659E10000 | SEEDING AND MULCHING | 555 SY |
| 659E14000 | REPAIR SEEDING AND MULCHING | 28 SY |
| 659E15000 | INTER-SEEDING | 28 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 0.07 TON |
| 659E31000 | LIME | 0.11 ACRE |
| 659E35000 | WATER | 3.08 MGAL |
| 670E00530 | SLOPE EROSION PROTECTION MAT, TYPE C | 232 SY |
| 832E30000 | EROSION CONTROL | 5,000 EACH |
| 614E12384 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (BIDIRECTIONAL) | 2 EACH |
| 614E12420 | DETOUR SIGNING | Lump sum |
| 614E13310 | BARRIER REFLECTOR, TYPE 1 (ONE-WAY) | 6 EACH |
| 614E13350 | OBJECT MARKER, ONE WAY | 6 EACH |
| 614E21200 | WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.19 MILE |
| 614E22110 | WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.05 MILE |
| 614E26400 | WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 25 FT |
| 615E25000 | PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 90 SY |
| 622E41100 | PORTABLE BARRIER, UNANCHORED | 284 FT |
| 621E00100 | RPM | 2 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 2 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 8 EACH |
| 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 4 EACH |
| 642E00104 | EDGE LINE, 6", TYPE 1 | 0.29 MILE |
| 642E00300 | CENTER LINE, TYPE 1 | 0.01 MILE |
| 642E00500 | STOP LINE, TYPE 1 | 24 FT |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE (3.0") | 100 SY |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449)(6") | 33 CY |
| 304E20000 | AGGREGATE BASE | 72 CY |
| 407E10000 | TACK COAT | 15 GAL |
| 408E10001 | PRIME COAT, AS PER PLAN | 46 GAL |
| 442E22001 | ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (449), AS PER PLAN (PG64-22) (3") | 26 CY |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 619E16010 | FIELD OFFICE, TYPE B | 7 MNTH |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 611E04600 | 12" CONDUIT, TYPE C | 11 FT |
| 611E10600 | 24" CONDUIT, TYPE C | 36 FT |
| 611E95200 | 10' X 6' CONDUIT, TYPE A, 706.05 | 54 FT |
| 611E98300 | CATCH BASIN, NO. 5 | 2 EACH |