Slide Repair
Belmont County · plans pulled by 3 GCs
Plan pull3 GCsAug 21
Pattern1 prime · 2 sub—
Bid dateThursday, September 17—
Belmont County · plans pulled by 3 GCs
1 prime + 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 plans1 prime · 2 subs
Likely also biddingOH earthwork regulars · 7
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
62 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 614E11130 | LAW ENFORCEMENT OFFICER FOR ASSISTANCE | 70 HOUR |
| 614E11630 | INCREASED BARRIER DELINEATION | 610 FT |
| 614E12384 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (BIDIRECTIONAL) | 4 EACH |
| 614E12740 | WORK ZONE LIGHTING SYSTEM | 2 EACH |
| 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 20 CY |
| 614E13312 | BARRIER REFLECTOR, TYPE 2, (BI-DIRECTIONAL) | 69 EACH |
| 614E13360 | OBJECT MARKER, TWO WAY | 69 EACH |
| 614E21100 | WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.51 MILE |
| 614E21200 | WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.18 MILE |
| 614E22110 | WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.64 MILE |
| 614E22210 | WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 1.29 MILE |
| 614E26400 | WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 24 FT |
| 615E10000 | ROADS FOR MAINTAINING TRAFFIC | Lump sum |
| 615E20000 | PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 1,134 SY |
| 616E10000 | WATER | 5 MGAL |
| 622E41100 | PORTABLE BARRIER, UNANCHORED | 2,740 FT |
| 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 202E23000 | PAVEMENT REMOVED | 2,977 SY |
| 202E35100 | PIPE REMOVED, 24" DIAMETER AND UNDER | 38 FT |
| 202E38000 | GUARDRAIL REMOVED | 501 FT |
| 203E10000 | EXCAVATION | 1,616 CY |
| 203E20000 | EMBANKMENT | 233 CY |
| 204E10000 | SUBGRADE COMPACTION | 3,580 SY |
| 204E13000 | EXCAVATION OF SUBGRADE | 739 CY |
| 204E30010 | GRANULAR MATERIAL, TYPE B | 984 CY |
| 204E45000 | PROOF ROLLING | 2 HOUR |
| 204E50000 | GEOTEXTILE FABRIC | 2,920 SY |
| 606E15050 | GUARDRAIL, TYPE MGS | 450 FT |
| 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E | 2 EACH |
| 623E38500 | MONUMENT ASSEMBLY, TYPE C | 6 EACH |
| 623E40520 | RIGHT-OF-WAY MONUMENT, TYPE B | 9 EACH |
| 659E00100 | SOIL ANALYSIS TEST | 2 EACH |
| 659E00300 | TOPSOIL | 717 CY |
| 659E10000 | SEEDING AND MULCHING | 6,061 SY |
| 659E14000 | REPAIR SEEDING AND MULCHING | 303 SY |
| 659E15000 | INTER-SEEDING | 303 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 0.85 TON |
| 659E31000 | LIME | 1.25 ACRE |
| 659E35000 | WATER | 35 MGAL |
| 670E00700 | DITCH EROSION PROTECTION | 401 SY |
| 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 | 35,000 EACH |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 390 CY |
| 304E20000 | AGGREGATE BASE | 488 CY |
| 407E10000 | TACK COAT | 327 GAL |
| 441E70100 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG70-22M | 95 CY |
| 441E70300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (449) | 133 CY |
| 621E00100 | RPM | 22 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 22 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 12 EACH |
| 646E10010 | EDGE LINE, 6" | 0.64 MILE |
| 646E10200 | CENTER LINE, 4" | 0.51 MILE |
| 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 |
| 602E20000 | CONCRETE MASONRY | 0.6 CY |
| 605E31100 | AGGREGATE DRAINS | 390 FT |
| 611E05700 | 15" CONDUIT, TYPE A, 707.01 ALUMINIZED (0.064), 707.04 (0.064), 706.01, | 60 FT |