Slide Repair
Harrison County · plans pulled by 5 GCs
Plan pull5 GCsJul 23
Pattern3 prime · 2 sub—
Bid dateThursday, August 13—
Harrison County · plans pulled by 5 GCs
3 primes + 2 subs pulled plans · Alan Stone CO INC wins 37% 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=9,410 bids) — historical frequency, not a forecast. ODOT's estimate stays sealed until bids open.
Pulled plans3 primes · 2 subs
Likely also biddingOH earthwork regulars · 6
Confirmed = pulled plans on this letting (revealed interest, from the agency portal). Likely = firms that bid OH earthworkwork 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
64 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 614E11630 | INCREASED BARRIER DELINEATION | 290 FT |
| 614E12384 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (BIDIRECTIONAL) | 6 EACH |
| 614E12740 | WORK ZONE LIGHTING SYSTEM | 1 EACH |
| 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY |
| 614E13310 | BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 12 EACH |
| 614E13312 | BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 22 EACH |
| 614E13360 | OBJECT MARKER, TWO WAY | 40 EACH |
| 614E21100 | WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.13 MILE |
| 614E22110 | WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.26 MILE |
| 614E22210 | WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.49 MILE |
| 614E26400 | WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 22 FT |
| 615E10000 | ROADS FOR MAINTAINING TRAFFIC | Lump sum |
| 615E20000 | PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 225 SY |
| 616E10000 | WATER | 5 MGAL |
| 622E41100 | PORTABLE BARRIER, UNANCHORED | 870 FT |
| 601E21050 | TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY |
| 601E26000 | DUMPED ROCK FILL, TYPE B | 406 CY |
| 659E00100 | SOIL ANALYSIS TEST | 2 EACH |
| 659E00300 | TOPSOIL | 61 CY |
| 659E10000 | SEEDING AND MULCHING | 549 SY |
| 659E14000 | REPAIR SEEDING AND MULCHING | 27 SY |
| 659E15000 | INTER-SEEDING | 27 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 0.07 TON |
| 659E31000 | LIME | 0.11 ACRE |
| 659E35000 | WATER | 5 MGAL |
| 832E30000 | EROSION CONTROL | 5,000 EACH |
| 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 202E23000 | PAVEMENT REMOVED | 599 SY |
| 202E38000 | GUARDRAIL REMOVED | 381 FT |
| 202E75000 | FENCE REMOVED | 250 FT |
| 203E10000 | EXCAVATION | 1,193 CY |
| 203E20000 | EMBANKMENT | 200 CY |
| 204E10000 | SUBGRADE COMPACTION | 705 SY |
| 204E50000 | GEOTEXTILE FABRIC | 206 SY |
| 606E15050 | GUARDRAIL, TYPE MGS | 297 FT |
| 606E15100 | GUARDRAIL, TYPE MGS WITH LONG POSTS | 87.5 FT |
| 621E00100 | RPM | 17 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 17 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 4 EACH |
| 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | 11 FT |
| 630E80100 | SIGN, FLAT SHEET | 1 SF |
| 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | 1 EACH |
| 646E10010 | EDGE LINE, 6" | 0.26 MILE |
| 646E10200 | CENTER LINE | 0.13 MILE |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE,(T = 1.25") | 124 SY |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 154 CY |
| 304E20000 | AGGREGATE BASE | 109 CY |
| 407E10000 | TACK COAT | 68 GAL |
| 408E10001 | PRIME COAT, AS PER PLAN | 6 GAL |
| 441E70100 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG70-22M | 26 CY |
| 441E70300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (449) | 36 CY |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 619E16010 | FIELD OFFICE, TYPE B | 8 MNTH |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 507E00400 | STEEL PILES, MISC.: W21x93 STEEL BEAM, FURNISHED | 1,580 FT |
| 524E94603 | DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PER PLAN | 1,005 FT |
| 524E94605 | DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER PLAN | 490 FT |
| 524E95000 | DRILLED SHAFTS, MISC.: PLUG PILE, 24" DIAMETER, UNREINFORCED | 384 FT |
| 605E06020 | 4" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 250 FT |
| 605E31101 | AGGREGATE DRAINS, AS PER PLAN | 370 FT |
| 611E99710 | PRECAST REINFORCED CONCRETE OUTLET | 1 EACH |