Culvert Replacement
Putnam County · plans pulled by 2 GCs
Putnam County · plans pulled by 2 GCs
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 plans2 subs
Likely also biddingOH drainage regulars · 8
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
89 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 202E11000 | STRUCTURE REMOVED | Lump sum |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 503E21320 | UNCLASSIFIED EXCAVATION, INCLUDING ROCK | Lump sum |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 9,152 LB |
| 511E46010 | CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING | 27 CY |
| 511E46510 | CLASS QC1 CONCRETE, FOOTING | 81 CY |
| 511E46610 | CLASS QC1 CONCRETE, HEADWALL | 3 CY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 81 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 349 SY |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 58 SF |
| 518E21230 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | Lump sum |
| 611E96450 | 16' X 8' CONDUIT, TYPE A, 706.05, DESIGN COVER < 2 FT | 80 FT |
| 202E11000 | STRUCTURE REMOVED | Lump sum |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 503E21300 | UNCLASSIFIED EXCAVATION | Lump sum |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 12,284 LB |
| 511E46010 | CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING | 34 CY |
| 511E46510 | CLASS QC1 CONCRETE, FOOTING | 91 CY |
| 511E46610 | CLASS QC1 CONCRETE, HEADWALL | 3 CY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 96 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 297 SY |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 68 SF |
| 518E21230 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | Lump sum |
| 611E96456 | 16' X 10' CONDUIT, TYPE A, 706.05, DESIGN COVER 3-5 FT | 62 FT |
| 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 202E23000 | PAVEMENT REMOVED | 2,169 SY |
| 202E35100 | PIPE REMOVED, 24" DIAMETER AND UNDER | 3,025 FT |
| 202E38000 | GUARDRAIL REMOVED | 1,476.5 FT |
| 202E42000 | ANCHOR ASSEMBLY REMOVED, TYPE A | 14 EACH |
| 202E58100 | CATCH BASIN REMOVED | 8 EACH |
| 203E10000 | EXCAVATION | 1,819 CY |
| 203E20000 | EMBANKMENT | 4,959 CY |
| 204E10000 | SUBGRADE COMPACTION | 2,551 SY |
| 606E15051 | GUARDRAIL, TYPE MGS, AS PER PLAN | 600 FT |
| 606E17350 | GUARDRAIL, TYPE MGS, 25' LONG-SPAN | 200 FT |
| 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E | 7 EACH |
| 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH |
| 623E38550 | MONUMENT ASSEMBLY, TYPE D | 17 EACH |
| 623E40520 | RIGHT-OF-WAY MONUMENT, TYPE B |
| 602E20000 | CONCRETE MASONRY | 5.6 CY |
| 605E31100 | AGGREGATE DRAINS | 313 FT |
| 611E01100 | 6" CONDUIT, TYPE C | 10 FT |
| 611E01500 | 6" CONDUIT, TYPE F | 10 FT |
| 611E02000 | 8" CONDUIT, TYPE C | 35 FT |
| 611E02600 | 8" CONDUIT, TYPE F | 10 FT |
| 611E04600 | 12" CONDUIT, TYPE C | 2,608 FT |
| 611E06100 | 15" CONDUIT, TYPE C | 340 FT |
| 611E26001 | 72" CONDUIT, TYPE A, AS PER PLAN, 707.02 WITH CFP, 706.02, 707.35, 707.85 | 116 FT |
| 611E98470 | CATCH BASIN, NO. 2-2B | 8 EACH |
| 611E99574 | MANHOLE, NO. 3 | 1 EACH |
| 613E41200 | LOW STRENGTH MORTAR BACKFILL | 505 CY |
| 601E32100 | ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 415 CY |
| 659E00300 | TOPSOIL | 1,620 CY |
| 659E10000 | SEEDING AND MULCHING | 14,592 SY |
| 659E14000 | REPAIR SEEDING AND MULCHING | 730 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 1.97 TON |
| 659E31000 | LIME | 3.01 ACRE |
| 659E35000 | WATER | 80 MGAL |
| 832E15000 | STORM WATER POLLUTION PREVENTION PLAN | Lump sum |
| 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | Lump sum |
| 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE | Lump sum |
| 832E30000 | EROSION CONTROL | 30,000 EACH |
| 620E00500 | DELINEATOR, POST GROUND MOUNTED | 7 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 18 EACH |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | 14 FT |
| 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 7 EACH |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT | 6 EACH |
| 630E86010 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION | 5 EACH |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 373 CY |
| 304E20000 | AGGREGATE BASE | 619 CY |
| 407E20000 | NON-TRACKING TACK COAT | 244 GAL |
| 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 | 185 CY |
| 441E70500 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), (DRIVEWAYS) | 5 CY |
| 253E02000 | PAVEMENT REPAIR | 20 CY |
| 407E20000 | NON-TRACKING TACK COAT | 20 GAL |
| 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 | 10 CY |
| 616E10000 | WATER | 20 MGAL |
| 617E10100 | COMPACTED AGGREGATE | 50 CY |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 619E16010 | FIELD OFFICE, TYPE B | 3 MNTH |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 202E11000 | STRUCTURE REMOVED | Lump sum |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 13 EACH |
| 623E50000 | PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT NR) | Lump sum |
| 623E51000 | POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT | Lump sum |
| 690E50000 | SPECIAL - MAILBOX SUPPORT | 2 EACH |
| 690E50350 | SPECIAL - MAILBOX REMOVED AND RESET | 2 EACH |