Slide Repair
Jefferson County · plans pulled by 6 GCs
Plan pull6 GCsJul 23
Pattern2 prime · 4 sub—
Bid dateThursday, July 30—
Jefferson County · plans pulled by 6 GCs
2 primes + 4 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 plans2 primes · 4 subs
Likely also biddingOH earthwork regulars · 5
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
53 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 201E11001 | CLEARING AND GRUBBING, AS PER PLAN | Lump sum |
| 202E23000 | PAVEMENT REMOVED | 1,046 SY |
| 202E30701 | CONCRETE BARRIER REMOVED, AS PER PLAN | 34 FT |
| 202E32000 | CURB REMOVED | 19 FT |
| 202E38000 | GUARDRAIL REMOVED | 2,274 FT |
| 202E75000 | FENCE REMOVED | 2,178 FT |
| 203E10000 | EXCAVATION | 1,100 CY |
| 204E10000 | SUBGRADE COMPACTION | 2,159 SY |
| 606E15050 | GUARDRAIL, TYPE MGS | 37.5 FT |
| 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E | 1 EACH |
| 606E35002 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 1 EACH |
| 622E10161 | CONCRETE BARRIER, SINGLE SLOPE, TYPE D, AS PER PLAN | 2,095 FT |
| 622E10201 | BARRIER TRANSITION, AS PER PLAN | 1 EACH |
| 622E25000 | CONCRETE BARRIER END SECTION, TYPE D | 1 EACH |
| 862E00500 | SCALING | 380 HOUR |
| 862E00601 | SLOPE DRAPE, AS PER PLAN | 4,965 SY |
| 862E00610 | EXCAVATION | 1,800 CY |
| 862E00700 | TRIM BLASTING | 4,000 SF |
| 614E11630 | INCREASED BARRIER DELINEATION | 3,140 FT |
| 614E12380 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (UNIDIRECTIONAL) | 2 EACH |
| 614E12484 | WORK ZONE INCREASED PENALTIES SIGN | 4 EACH |
| 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY |
| 614E13310 | BARRIER REFLECTOR, TYPE 1 (ONE-WAY) | 64 EACH |
| 614E13350 | OBJECT MARKER, ONE WAY | 64 EACH |
| 614E22326 | WORK ZONE EDGE LINE, CLASS I, 6", 873 | 0.81 MILE |
| 614E24122 | WORK ZONE DOTTED LINE, CLASS I, 6", 873 | 770 FT |
| 616E10000 | WATER | 10 MGAL |
| 622E41100 | PORTABLE BARRIER, UNANCHORED | 3,140 FT |
| 808E18700 | DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 14 SNMT |
| 626E00102 | BARRIER REFLECTOR, TYPE 1 (ONE-WAY) | 23 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2 (ONE-WAY) | 2 EACH |
| 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | 13 FT |
| 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | 1 EACH |
| 807E12010 | WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, 6" | 0.42 MILE |
| 807E12110 | WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, 6" | 0.77 MILE |
| 850E10010 | GROOVING FOR 6" RECESSED PAVEMENT MARKING, (ASPHALT) | 0.42 MILE |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE (1 1/2") | 984 SY |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 270 CY |
| 304E20000 | AGGREGATE BASE | 361 CY |
| 407E10000 | TACK COAT | 196 GAL |
| 441E70100 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG70-22M | 95 CY |
| 609E24511 | CURB, TYPE 4-C, AS PER PLAN | 19 FT |
| 618E40100 | RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 2,214 FT |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11001 | MAINTAINING TRAFFIC, AS PER PLAN | Lump sum |
| 619E16010 | FIELD OFFICE, TYPE B | 9 MNTH |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 601E21050 | TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 28 SY |
| 659E10001 | SEEDING AND MULCHING, AS PER PLAN | 3,847 SY |
| 832E30000 | EROSION CONTROL | 8,000 EACH |
| 611E99115 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE D, AS PER PLAN | 5 EACH |