Two Lane Resurfacing
Meigs County · plans pulled by 1 GCs
Meigs County · plans pulled by 1 GCs
1 sub pulled plans · Shelly & Sands INC wins 51% 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=9,410 bids) — historical frequency, not a forecast. ODOT's estimate stays sealed until bids open.
Pulled plans1 sub
Likely also biddingOH pavement regulars · 8
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
74 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 618E43000 | RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 3.48 MILE |
| 621E00100 | RPM | 831 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 890 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2, (BIDIRECTIONAL) | 66 EACH |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | 48 FT |
| 630E80100 | SIGN, FLAT SHEET | 25 SF |
| 642E00104 | EDGE LINE, 6", TYPE 1 | 16.24 MILE |
| 642E00300 | CENTER LINE, TYPE 1 | 9.15 MILE |
| 644E00104 | EDGE LINE, 6" | 0.05 MILE |
| 644E00204 | LANE LINE, 6" | 0.2 MILE |
| 644E00300 | CENTER LINE | 0.31 MILE |
| 644E00400 | CHANNELIZING LINE, 8" | 819 FT |
| 644E00500 | STOP LINE | 380 FT |
| 644E00630 | CROSSWALK LINE, 24" | 234 FT |
| 644E00700 | TRANSVERSE/DIAGONAL LINE | 118 FT |
| 644E01000 | RAILROAD SYMBOL MARKING | 2 EACH |
| 644E01110 | SCHOOL SYMBOL MARKING, 96" | 2 EACH |
| 644E01300 | LANE ARROW | 24 EACH |
| 874E21000 | LONGITUDINAL JOINT PREPARATION | 3.48 MILE |
| 251E01010 | PARTIAL DEPTH PAVEMENT REPAIR (441) | 984 CY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 1,891 SY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 7,107 SY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 1.75" | 788 SY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 2.25" | 74,781 SY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 2" | 40,183 SY |
| 254E01600 | PATCHING PLANED SURFACE | 100 SY |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 71 CY |
| 304E20000 | AGGREGATE BASE | 74 CY |
| 407E20000 | NON-TRACKING TACK COAT | 22,363 GAL |
| 408E10000 | PRIME COAT | 2,647 GAL |
| 441E50100 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG70-22M | 5,895 CY |
| 441E50200 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) | 3,208 CY |
| 441E50300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448) | 2,526 CY |
| 202E23000 | PAVEMENT REMOVED | 443 SY |
| 202E30000 | WALK REMOVED | 1,994 SF |
| 202E32000 | CURB REMOVED | 291 FT |
| 202E32001 | CURB REMOVED, AS PER PLAN | 20 FT |
| 202E38000 | GUARDRAIL REMOVED | 2,956.25 FT |
| 203E10000 | EXCAVATION | 74 CY |
| 209E72050 | PREPARING SUBGRADE FOR SHOULDER PAVING | 5.64 MILE |
| 606E15050 | GUARDRAIL, TYPE MGS | 2,125 FT |
| 606E17350 | GUARDRAIL, TYPE MGS, 25' LONG-SPAN | 100 FT |
| 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E | 16 EACH |
| 606E35140 | BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 4 EACH |
| 606E50000 | SPECIAL - RESHAPING BERM | 3,125 FT |
| 608E10000 | 4" CONCRETE WALK | 713 SF |
| 608E52000 | CURB RAMP | 1,485 SF |
| 608E52001 | CURB RAMP, AS PER PLAN | 122 SF |
| 614E11300 | SPECIAL - WORK ZONE TRAFFIC SIGNAL | 2 EACH |
| 614E11300 | SPECIAL - WORK ZONE TRAFFIC SIGNAL (RESIDENTIAL DRIVEWAY TEMPORARY SIGNAL) | 2 EACH |
| 614E12460 | WORK ZONE MARKING SIGN | 60 EACH |
| 614E20510 | WORK ZONE LANE LINE, CLASS II, 6", 642 PAINT | 0.4 MILE |
| 614E20560 | WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 0.4 MILE |
| 614E21100 | WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 23.97 MILE |
| 614E21500 | WORK ZONE CENTER LINE, CLASS II, 642 PAINT | 24.58 MILE |
| 614E21550 | WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.61 MILE |
| 614E22210 | WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.43 MILE |
| 614E23680 | WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PAINT | 819 FT |
| 614E24402 | WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 1,176 FT |
| 614E26610 | WORK ZONE STOP LINE, CLASS III, 642 PAINT | 157 FT |
| 100E00300 | PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY AND PROPERTY DAMAGE LIABILITY INSURANCE | Lump sum |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 623E10001 | CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 611E98630 | CATCH BASIN ADJUSTED TO GRADE | 2 EACH |
| 611E99150 | INLET ADJUSTED TO GRADE | 4 EACH |
| 611E99654 | MANHOLE ADJUSTED TO GRADE | 4 EACH |
| 659E10001 | SEEDING AND MULCHING, AS PER PLAN | 3 SY |
| 632E26500 | DETECTOR LOOP, POWERHEAD | 6 EACH |
| 442E22100 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (449) | 296 CY |
| 617E10100 | COMPACTED AGGREGATE | 551 CY |
| 872E10000 | VOID REDUCING ASPHALT MEMBRANE (VRAM) | 2,904 FT |
| 609E26000 | CURB, TYPE 6 | 251 FT |