Slide Repair
Jackson County · plans pulled by 5 GCs
Plan pull5 GCsAug 21
Pattern3 prime · 2 sub—
Bid dateThursday, September 17—
Jackson County · plans pulled by 5 GCs
3 primes + 2 subs pulled plans · Alan Stone CO INC wins 38% of OH earthwork 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 plans3 primes · 2 subs
Likely also biddingOH earthwork regulars · 5
Confirmed = pulled plans on this letting (revealed interest, from the agency portal). Likely = firms that bid OH earthwork 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
51 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 503E21301 | UNCLASSIFIED EXCAVATION, AS PER PLAN | Lump sum |
| 507E00201 | STEEL PILES HP12X53, FURNISHED, AS PER PLAN | 1,970 FT |
| 511E71100 | CONCRETE, MISC.:CLASS QC1, LEVELING PAD | 28 CY |
| 511E71200 | CONCRETE, MISC.:, MISC.: PRECAST REINFORCED CONCRETE LAGGING PANEL | 3,496 SF |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,272 SY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 198 CY |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 372 FT |
| 518E40011 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS, AS PER PLAN | 20 FT |
| 524E94503 | DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PER PLAN | 499 FT |
| 524E94505 | DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER PLAN | 630 FT |
| 611E99711 | PRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN | 1 EACH |
| 614E12384 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (BIDIRECTIONAL) | 2 EACH |
| 614E13310 | BARRIER REFLECTOR, TYPE 1, BI-DIRECTIONAL | 13 EACH |
| 614E13360 | OBJECT MARKER, TWO WAY | 12 EACH |
| 614E22000 | WORK ZONE EDGE LINE, CLASS I, 4" | 0.38 MILE |
| 614E26000 | WORK ZONE STOP LINE, CLASS I | 30 FT |
| 615E10001 | ROADS FOR MAINTAINING TRAFFIC, AS PER PLAN | Lump sum |
| 615E25001 | PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER PLAN | 500 SY |
| 616E10000 | WATER | 6 MGAL |
| 622E41100 | PORTABLE BARRIER, UNANCHORED | 610 FT |
| 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 202E11001 | STRUCTURE REMOVED, AS PER PLAN | Lump sum |
| 202E23001 | PAVEMENT REMOVED, AS PER PLAN | 579 SY |
| 203E10000 | EXCAVATION | 106 CY |
| 203E20000 | EMBANKMENT | 207 CY |
| 204E10000 | SUBGRADE COMPACTION | 79 SY |
| 209E10001 | DITCH CLEANOUT, AS PER PLAN | 50 FT |
| 621E00100 | RPM (YELLOW/YELLOW) | 8 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 8 EACH |
| 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST (BI-DIRECTIONAL) | 13 FT |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT | 1 EACH |
| 630E86320 | REMOVAL OF STRUCTURE MOUNTED SIGN AND REERECTION | 1 EACH |
| 642E00104 | EDGE LINE, 6", TYPE 1 (WHITE) | 0.22 MILE |
| 642E00300 | CENTER LINE, TYPE 1 (DOUBLE SOLID) | 0.11 MILE |
| 659E00300 | TOPSOIL | 164 CY |
| 659E10000 | SEEDING AND MULCHING | 1,475 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 0.2 TON |
| 659E31000 | LIME | 0.3 ACRE |
| 659E35000 | WATER | 8 MGAL |
| 832E30000 | EROSION CONTROL | 20,430 EACH |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE(1.5") | 726 SY |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 64 CY |
| 304E20000 | AGGREGATE BASE | 13 CY |
| 407E10000 | TACK COAT | 222 GAL |
| 411E10000 | STABILIZED CRUSHED AGGREGATE | 23 CY |
| 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 | 79 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 |