Culvert Replacement
Vinton County · plans pulled by 3 GCs
Plan pull3 GCsAug 21
Pattern1 prime · 2 sub—
Bid dateThursday, October 1—
Vinton County · plans pulled by 3 GCs
1 prime + 2 subs pulled plans · Fillmore Construction wins 37% 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=9,164 bids) — historical frequency, not a forecast. ODOT's estimate stays sealed until bids open.
Pulled plans1 prime · 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 drainage work 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
60 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 |
| 202E11000 | STRUCTURE REMOVED | Lump sum |
| 202E35100 | PIPE REMOVED, 24" DIAMETER AND UNDER | 115 FT |
| 202E58100 | CATCH BASIN REMOVED | 1 EACH |
| 203E10000 | EXCAVATION | 224 CY |
| 203E20000 | EMBANKMENT | 222 CY |
| 204E10000 | SUBGRADE COMPACTION | 347 SY |
| 209E72000 | PREPARING SUBGRADE FOR SHOULDER PAVING | 9 STA |
| 606E15050 | GUARDRAIL, TYPE MGS | 112.5 FT |
| 606E25550 | ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH |
| 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH |
| 614E12384 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (BIDIRECTIONAL) | 4 EACH |
| 614E12740 | WORK ZONE LIGHTING SYSTEM | 1 EACH |
| 614E13310 | BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 14 EACH |
| 614E13360 | OBJECT MARKER, TWO WAY | 14 EACH |
| 614E22000 | WORK ZONE EDGE LINE, CLASS I, 4" | 0.25 MILE |
| 614E26000 | WORK ZONE STOP LINE, CLASS I | 20 FT |
| 615E10000 | ROADS FOR MAINTAINING TRAFFIC | Lump sum |
| 615E20001 | PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN | 174 SY |
| 622E41100 | PORTABLE BARRIER, UNANCHORED | 264 FT |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 503E21320 | UNCLASSIFIED EXCAVATION, INCLUDING ROCK | Lump sum |
| 605E31100 | AGGREGATE DRAINS | 35 FT |
| 611E06100 | 15" CONDUIT, TYPE C | 20 FT |
| 611E06400 | 15" CONDUIT, TYPE D | 20 FT |
| 611E98470 | CATCH BASIN, NO. 2-2B | 1 EACH |
| 611E99574 | MANHOLE, NO. 3 | 1 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 10 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 3 EACH |
| 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH |
| 630E86010 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION | 2 EACH |
| 642E00104 | EDGE LINE, 6", TYPE 1 | 0.18 MILE |
| 642E00300 | CENTER LINE, TYPE 1 | 0.09 MILE |
| 642E00500 | STOP LINE, TYPE 1 | 10 FT |
| 601E32100 | ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 122 CY |
| 659E10000 | SEEDING AND MULCHING | 1,354 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 0.12 TON |
| 659E31000 | LIME | 0.28 ACRE |
| 659E35000 | WATER | 4 MGAL |
| 832E30000 | EROSION CONTROL | 3,000 EACH |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 53 CY |
| 304E20000 | AGGREGATE BASE | 56 CY |
| 407E20000 | NON-TRACKING TACK COAT | 142 GAL |
| 408E10000 | PRIME COAT | 78 GAL |
| 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 | 70 CY |
| 617E10100 | COMPACTED AGGREGATE | 14 CY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 10 CY |
| 602E20000 | CONCRETE MASONRY | 20.8 CY |
| 611E26201 | 72" CONDUIT, TYPE B, AS PER PLAN, 706.02 | 73 FT |
| 611E26400 | 72" CONDUIT, TYPE C, 706.02 | 53 FT |
| 613E41300 | LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 205 CY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 10 CY |
| 602E20000 | CONCRETE MASONRY | 20.9 CY |
| 611E26201 | 72" CONDUIT, TYPE B, AS PER PLAN, 707.85 | 73 FT |
| 611E26400 | 72" CONDUIT, TYPE C, 707.85 | 53 FT |
| 613E41300 | LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 185 CY |
| 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 |