Four Lane Resurfacing
Ross County · plans pulled by 6 GCs
Plan pull6 GCsJul 1
Pattern3 prime · 3 sub—
Bid dateThursday, July 16—
Ross County · plans pulled by 6 GCs
3 primes + 3 subs 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=9,472 bids) — historical frequency, not a forecast. ODOT's estimate stays sealed until bids open.
Pulled plans3 primes · 3 subs
Likely also biddingOH pavement regulars · 6
Confirmed = pulled plans on this letting (revealed interest, from the agency portal). Likely = firms that bid OH pavementwork 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
67 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 254E01010 | PAVEMENT PLANING, PORTLAND CEMENT CONCRETE 1.5" | 534 SY |
| 407E10000 | TACK COAT | 48.04 GAL |
| 409E30000 | SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS | 43 FT |
| 442E10331 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (447), PWL 2025, AS PER PLAN PG 70-22 | 22.24 CY |
| 519E12304 | PATCHING CONCRETE BRIDGE DECK - TYPE C | 20 SY |
| 856E10000 | BRIDGE DECK WATERPROOFING ASPHALT CONCRETE | 22.24 CY |
| 254E01010 | PAVEMENT PLANING, PORTLAND CEMENT CONCRETE 1.5" | 534 SY |
| 407E10000 | TACK COAT | 48.04 GAL |
| 409E30000 | SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS | 43 FT |
| 442E10331 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (447), PWL 2025, AS PER PLAN PG 70-22 | 22.24 CY |
| 519E12304 | PATCHING CONCRETE BRIDGE DECK - TYPE C | 20 SY |
| 856E10000 | BRIDGE DECK WATERPROOFING ASPHALT CONCRETE | 22.24 CY |
| 254E01010 | PAVEMENT PLANING, PORTLAND CEMENT CONCRETE 1.5" | 282 SY |
| 407E10000 | TACK COAT | 25.39 GAL |
| 409E30000 | SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS | 38 FT |
| 442E10331 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (447), PWL 2025, AS PER PLAN PG 70-22 | 11.75 CY |
| 519E12304 | PATCHING CONCRETE BRIDGE DECK - TYPE C | 20 SY |
| 856E10000 | BRIDGE DECK WATERPROOFING ASPHALT CONCRETE | 11.75 CY |
| 254E01010 | PAVEMENT PLANING, PORTLAND CEMENT CONCRETE 1.5" | 282 SY |
| 407E10000 | TACK COAT | 25.39 GAL |
| 409E30000 | SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS | 38 FT |
| 442E10331 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (447), PWL 2025, AS PER PLAN PG 70-22 | 11.75 CY |
| 519E12304 | PATCHING CONCRETE BRIDGE DECK - TYPE C | 20 SY |
| 856E10000 | BRIDGE DECK WATERPROOFING ASPHALT CONCRETE | 11.75 CY |
| 202E30700 | CONCRETE BARRIER REMOVED | 10 FT |
| 202E38000 | GUARDRAIL REMOVED | 37.5 FT |
| 202E42050 | ANCHOR ASSEMBLY REMOVED, TYPE B | 1 EACH |
| 202E47000 | BRIDGE TERMINAL ASSEMBLY REMOVED | 1 EACH |
| 510E10000 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 8 EACH |
| 606E15050 | GUARDRAIL, TYPE MGS | 37.5 FT |
| 606E26050 | ANCHOR ASSEMBLY, MGS TYPE B | 1 EACH |
| 606E35002 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 1 EACH |
| 622E25001 | CONCRETE BARRIER END SECTION, TYPE D, AS PER PLAN | 1 EACH |
| 626E00102 | BARRIER REFLECTOR, TYPE 1, ONE-WAY | 1 EACH |
| 626E00112 | BARRIER REFLECTOR, TYPE 3, ONE-WAY | 2 EACH |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 80 HOUR |
| 614E11630 | INCREASED BARRIER DELINEATION | 320 FT |
| 614E12380 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (UNIDIRECTIONAL) | 1 EACH |
| 614E12484 | WORK ZONE INCREASED PENALTIES SIGN | 24 EACH |
| 614E12600 | REPLACEMENT DRUM | 50 EACH |
| 614E13310 | BARRIER REFLECTOR, TYPE 1, ONE-WAY | 4 EACH |
| 614E13350 | OBJECT MARKER, ONE WAY | 4 EACH |
| 614E20560 | WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 22.96 MILE |
| 614E22360 | WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 46.28 MILE |
| 614E23690 | WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 PAINT | 6,366 FT |
| 614E26610 | WORK ZONE STOP LINE, CLASS III, 642 PAINT | 568 FT |
| 622E41100 | PORTABLE BARRIER, UNANCHORED | 320 FT |
| 808E18700 | DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 18 SNMT |
| 621E00100 | RPM | 1,572 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 1,572 EACH |
| 644E00500 | STOP LINE | 204 FT |
| 644E01510 | DOTTED LINE, 6" | 4,278 FT |
| 807E14010 | WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDGE LINE, 6" | 26.35 MILE |
| 807E14110 | WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LANE LINE, 6" | 11.44 MILE |
| 807E14310 | WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHANNELIZING LINE, 12" | 4,141 FT |
| 850E10010 | GROOVING FOR 6" RECESSED PAVEMENT MARKING, (ASPHALT) | 36.11 MILE |
| 850E10130 | GROOVING FOR 12" RECESSED PAVEMENT MARKING, (ASPHALT) | 4,141 FT |
| 251E01041 | PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BASE), AS PER PLAN | 1,500 SY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE 1.5" | 157,479 SY |
| 254E01001 | PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN 1.5" | 24,785 SY |
| 254E01600 | PATCHING PLANED SURFACE 1.5" | 36,453 SY |
| 407E10000 | TACK COAT | 15,913 GAL |
| 442E10331 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (447), PWL 2025, AS PER PLAN PG 70-22 | 7,367 CY |
| 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 |