Four Lane Resurfacing
Fairfield County · plans pulled by 2 GCs
Plan pull2 GCsAug 21
Pattern1 prime · 1 sub—
Bid dateThursday, October 1—
Fairfield County · plans pulled by 2 GCs
1 prime + 1 sub pulled plans · Shelly & Sands INC wins 52% of OH pavement 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 · 1 sub
Likely also biddingOH pavement regulars · 8
Confirmed = pulled plans on this letting (revealed interest, from the agency portal). Likely = firms that bid OH pavement 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
48 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 251E01042 | PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BASE) | 500 CY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 1.75" | 232,958 SY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 3.75" | 38,915 SY |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 124 CY |
| 304E20000 | AGGREGATE BASE | 124 CY |
| 400E10000 | SPECIAL - PAVER MOUNTED THERMAL PROFILING | Lump sum |
| 407E20000 | NON-TRACKING TACK COAT | 34,258 GAL |
| 408E10001 | PRIME COAT, AS PER PLAN | 9,769 GAL |
| 409E30000 | SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS | 210 FT |
| 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 | 91 CY |
| 442E00100 | ANTI-SEGREGATION EQUIPMENT | 18,757 CY |
| 442E10107 | ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE A (446), PWL | 15,774 CY |
| 442E10331 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (447), PWL 2025, AS PER PLAN, PG70-22M | 11,424 CY |
| 516E31011 | 2" DEEP JOINT SEALER, AS PER PLAN | 660 FT |
| 617E10101 | COMPACTED AGGREGATE, AS PER PLAN | 1,291 CY |
| 618E40600 | RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 21.06 MILE |
| 690E98400 | SPECIAL - INTELLIGENT COMPACTION | Lump sum |
| 621E00100 | RPM | 670 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 670 EACH |
| 642E00104 | EDGE LINE, 6", TYPE 1 | 21.01 MILE |
| 642E00204 | LANE LINE, 6", TYPE 1 | 11.88 MILE |
| 642E00404 | CHANNELIZING LINE, 12", TYPE 1 | 3,820 FT |
| 642E00700 | TRANSVERSE/DIAGONAL LINE, TYPE 1 | 25 FT |
| 642E01510 | DOTTED LINE, 6", TYPE 1 | 4,720 FT |
| 644E01300 | LANE ARROW | 2 EACH |
| 644E01350 | LANE REDUCTION ARROW | 2 EACH |
| 644E01410 | WORD ON PAVEMENT, 96" (MERGE) | 2 EACH |
| 644E01410 | WORD ON PAVEMENT, 96" (ONLY) | 1 EACH |
| 646E10010 | EDGE LINE, 6" | 0.36 MILE |
| 646E10110 | LANE LINE, 6" | 0.18 MILE |
| 441E70200 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (449) | 261 CY |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 800 HOUR |
| 614E12600 | REPLACEMENT DRUM | 25 EACH |
| 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 18 SNMT |
| 614E20110 | WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 35.28 MILE |
| 614E22110 | WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 40.33 MILE |
| 614E23210 | WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAINT | 7,640 FT |
| 614E24202 | WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 4,720 FT |
| 808E18700 | DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 36 SNMT |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 203E10000 | EXCAVATION | 278 CY |
| 204E10000 | SUBGRADE COMPACTION | 741 SY |
| 209E60500 | LINEAR GRADING | 19.58 MILE |
| 832E30000 | EROSION CONTROL | 1,000 EACH |
| 611E99150 | INLET ADJUSTED TO GRADE | 4 EACH |