Culvert Replacement
Morgan County · plans pulled by 4 GCs
Plan pull4 GCsJul 1
Pattern1 prime · 3 sub—
Bid dateThursday, July 16—
Morgan County · plans pulled by 4 GCs
1 prime + 3 subs pulled plans · Parker Corporation wins 62% 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 plans1 prime · 3 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
44 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 |
| 202E20010 | HEADWALL REMOVED | 2 EACH |
| 202E35200 | PIPE REMOVED, OVER 24" DIAMETER | 71 FT |
| 202E38000 | GUARDRAIL REMOVED | 271 FT |
| 202E75000 | FENCE REMOVED | 222 FT |
| 203E10000 | EXCAVATION | 193 CY |
| 203E20000 | EMBANKMENT | 172 CY |
| 204E10000 | SUBGRADE COMPACTION | 278 SY |
| 209E72000 | PREPARING SUBGRADE FOR SHOULDER PAVING | 5 STA |
| 606E15050 | GUARDRAIL, TYPE MGS | 237.5 FT |
| 606E25550 | ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH |
| 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH |
| 607E98000 | FENCE, MISC.: FENCE 607.08 | 280 FT |
| 601E32100 | ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 109 CY |
| 659E10000 | SEEDING AND MULCHING | 842 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 0.08 TON |
| 659E31000 | LIME | 0.18 ACRE |
| 659E35000 | WATER | 3 MGAL |
| 832E30000 | EROSION CONTROL | 2,000 EACH |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 43 CY |
| 304E20000 | AGGREGATE BASE | 47 CY |
| 407E20000 | NON-TRACKING TACK COAT | 168 GAL |
| 408E10000 | PRIME COAT | 42 GAL |
| 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 | 85 CY |
| 617E10100 | COMPACTED AGGREGATE | 8 CY |
| 626E00110 | BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 8 EACH |
| 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH |
| 630E86010 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION | 2 EACH |
| 642E00104 | EDGE LINE, 6", TYPE 1 | 0.12 MILE |
| 642E00300 | CENTER LINE, TYPE 1 | 0.06 MILE |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 503E21320 | UNCLASSIFIED EXCAVATION, INCLUDING ROCK | Lump sum |
| 602E20000 | CONCRETE MASONRY | 23.4 CY |
| 605E31100 | AGGREGATE DRAINS | 54 FT |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 7 CY |
| 611E26001 | 72" CONDUIT, TYPE A, AS PER PLAN, 706.02 | 96 FT |
| 613E41300 | LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 274 CY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 8 CY |
| 611E26001 | 72" CONDUIT, TYPE A, AS PER PLAN, 707.85 | 96 FT |
| 613E41300 | LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 246 CY |