Two Lane Resurfacing
Ross County · plans pulled by 3 GCs
Plan pull3 GCsSep 16
Pattern2 prime · 1 sub—
Bid dateThursday, October 15—
Ross County · plans pulled by 3 GCs
2 primes + 1 sub pulled plans · Shelly & Sands INC finishes low on 52% of OH pavement bids it enters
If your number lands…historical low-bid frequency, OH
Share of OH bids over the last 5 years that landed there vs the official estimate and finished low (n=8,848 bids) — historical frequency, not a forecast. ODOT's estimate stays sealed until bids open.
Pulled plans2 primes · 1 sub
Likely also biddingOH pavement regulars · 7
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. Low-bid rate is historical — the share of bids where that firm finished rank one, not a verified award or 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
57 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 621E00100 | RPM | 790 EACH |
| 621E00300 | RPM REFLECTOR | 38 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 673 EACH |
| 644E00104 | EDGE LINE, 6" | 8.6 MILE |
| 644E00204 | LANE LINE, 6" | 1.7 MILE |
| 644E00300 | CENTER LINE | 4.26 MILE |
| 644E00400 | CHANNELIZING LINE, 8" | 3,503 FT |
| 644E00404 | CHANNELIZING LINE, 12" | 698 FT |
| 644E00500 | STOP LINE | 448 FT |
| 644E00700 | TRANSVERSE/DIAGONAL LINE | 1,597 FT |
| 644E00900 | ISLAND MARKING | 141 SF |
| 644E01300 | LANE ARROW | 52 EACH |
| 644E01410 | WORD ON PAVEMENT, 96" | 6 EACH |
| 644E01510 | DOTTED LINE, 6" | 1,465 FT |
| 644E20800 | YIELD LINE | 108 FT |
| 646E10010 | EDGE LINE, 6" | 0.2 MILE |
| 646E10110 | LANE LINE, 6" | 0.21 MILE |
| 646E10200 | CENTER LINE | 0.21 MILE |
| 646E10300 | CHANNELIZING LINE, 8" | 355 FT |
| 646E10600 | TRANSVERSE/DIAGONAL LINE | 2,111 FT |
| 646E10800 | ISLAND MARKING | 100 SF |
| 646E20300 | LANE ARROW | 3 EACH |
| 807E13010 | WET REFLECTIVE SPRAY THERMOPLASTIC PAVEMENT MARKING, EDGE LINE, 6" | 1.64 MILE |
| 850E10010 | GROOVING FOR 6" RECESSED PAVEMENT MARKING, (ASPHALT) | 1.64 MILE |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 32 HOUR |
| 614E12420 | DETOUR SIGNING | Lump sum |
| 614E12460 | WORK ZONE MARKING SIGN | 22 EACH |
| 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT |
| 614E20560 | WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 3.66 MILE |
| 614E21550 | WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 8.3 MILE |
| 614E22210 | WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.25 MILE |
| 614E22360 | WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 17.94 MILE |
| 614E23680 | WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PAINT | 7,412 FT |
| 614E23690 | WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 PAINT | 896 FT |
| 614E24402 | WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 660 FT |
| 614E26610 | WORK ZONE STOP LINE, CLASS III, 642 PAINT | 902 FT |
| 202E23001 | PAVEMENT REMOVED, AS PER PLAN | 119 SY |
| 451E20000 | REINFORCED CONCRETE PAVEMENT, MISC.:9" CLASS RS | 149 SY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 376 SY |
| 512E10300 | SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 335 SY |
| 512E74000 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES | 376 SY |
| 516E10010 | ARMORLESS PREFORMED JOINT SEAL | 268 FT |
| 516E14600 | STRUCTURAL JOINT OR JOINT SEALER, MISC.: 3" BEJS EMSEAL | 25 FT |
| 519E11100 | PATCHING CONCRETE STRUCTURE | 720 SF |
| 846E00110 | POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 32 CF |
| 251E01001 | PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN | 1,070 SY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 110,569 SY |
| 254E01600 | PATCHING PLANED SURFACE | 21,217 SY |
| 255E19001 | FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, TYPE 1, CLASS QC RS, AS PER PLAN | 160 SY |
| 255E20000 | FULL DEPTH PAVEMENT SAWING | 600 FT |
| 407E20000 | NON-TRACKING TACK COAT | 10,501 GAL |
| 441E50101 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN, PG64- | 4,204 CY |
| 442E22101 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (449), AS PER PLAN, 1.5" | 403 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 |