Minor Reconstruction
Lawrence County · plans pulled by 3 GCs
Plan pull3 GCsAug 21
Pattern1 prime · 2 sub—
Bid dateThursday, October 1—
Lawrence County · plans pulled by 3 GCs
1 prime + 2 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=9,164 bids) — historical frequency, not a forecast. ODOT's estimate stays sealed until bids open.
Pulled plans1 prime · 2 subs
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
107 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 | 7,105 SY |
| 202E35100 | PIPE REMOVED, 24" DIAMETER AND UNDER | 159 FT |
| 202E35200 | PIPE REMOVED, OVER 24" DIAMETER | 31 FT |
| 202E38000 | GUARDRAIL REMOVED | 2,286 FT |
| 202E42010 | ANCHOR ASSEMBLY REMOVED, TYPE E | 5 EACH |
| 202E53100 | MAILBOX REMOVED | 2 EACH |
| 202E75000 | FENCE REMOVED | 508 FT |
| 202E98100 | REMOVAL MISC.: DECORATIVE ROCK REMOVED | 1 EACH |
| 202E98200 | REMOVAL MISC.: CONDUIT | 30 FT |
| 203E10000 | EXCAVATION | 1,678 CY |
| 203E20000 | EMBANKMENT | 1,479 CY |
| 203E20001 | EMBANKMENT, AS PER PLAN | 50 CY |
| 204E10000 | SUBGRADE COMPACTION | 9,347 SY |
| 204E13000 | EXCAVATION OF SUBGRADE | 1,881 CY |
| 204E30010 | GRANULAR MATERIAL, TYPE B | 3,860 CY |
| 204E30020 | GRANULAR MATERIAL, TYPE C | 137 CY |
| 204E45000 | PROOF ROLLING | 9 HOUR |
| 204E50000 | GEOTEXTILE FABRIC, TYPE D | 11,749 SY |
| 204E51001 | GEOGRID, AS PER PLAN | 431 SY |
| 503E31100 | ROCK EXCAVATION | 20 CY |
| 606E15050 | GUARDRAIL, TYPE MGS | 2,175 FT |
| 606E15100 | GUARDRAIL, TYPE MGS WITH LONG POSTS | 212.5 FT |
| 606E17360 | GUARDRAIL, TYPE MGS, LONG-SPAN | 87.5 FT |
| 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E | 3 EACH |
| 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH |
| 623E40500 | REFERENCE MONUMENT, TYPE A | 7 EACH |
| 690E50000 | SPECIAL - MAILBOX SUPPORT | 2 EACH |
| 878E25000 | INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS | Lump sum |
| 410E12000 | TRAFFIC COMPACTED SURFACE, TYPE A OR B | 50 CY |
| 614E11630 | INCREASED BARRIER DELINEATION | 1,600 FT |
| 614E12384 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (BIDIRECTIONAL) | 12 EACH |
| 614E12460 | WORK ZONE MARKING SIGN | 2 EACH |
| 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY |
| 614E13310 | BARRIER REFLECTOR, TYPE 1, (BIDIRECTIONAL) | 64 EACH |
| 614E13314 | BARRIER REFLECTOR, TYPE 3, (BIDIRECTIONAL) | 63 EACH |
| 614E13360 | OBJECT MARKER, TWO WAY | 127 EACH |
| 614E18002 | MAINTAINING TRAFFIC, MISC.: RESIDENTIAL DRIVEWAY TEMPORARY SIGNAL | Lump sum |
| 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 14 SNMT |
| 614E21000 | WORK ZONE CENTER LINE, CLASS I | 0.45 MILE |
| 614E21400 | WORK ZONE CENTER LINE, CLASS II | 0.45 MILE |
| 614E22010 | WORK ZONE EDGE LINE, CLASS I, 6" | 1.52 MILE |
| 614E22210 |
| 601E32110 | ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FILTER | 104 CY |
| 659E00300 | TOPSOIL | 1,038 CY |
| 659E10000 | SEEDING AND MULCHING | 9,349 SY |
| 659E14000 | REPAIR SEEDING AND MULCHING | 467 SY |
| 659E15000 | INTER-SEEDING | 467 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 1.3 TON |
| 659E31000 | LIME | 1.93 ACRE |
| 659E35000 | WATER | 52 MGAL |
| 670E00500 | SLOPE EROSION PROTECTION | 2,049 SY |
| 670E00720 | DITCH EROSION PROTECTION MAT, TYPE B | 23 SY |
| 832E15000 | STORM WATER POLLUTION PREVENTION PLAN | Lump sum |
| 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | Lump sum |
| 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE | Lump sum |
| 832E30000 | EROSION CONTROL | 87,771 EACH |
| 202E11001 | STRUCTURE REMOVED, AS PER PLAN | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | Lump sum |
| 503E21300 | UNCLASSIFIED EXCAVATION | Lump sum |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 3,727 LB |
| 511E46010 | CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING | 10 CY |
| 511E46510 | CLASS QC1 CONCRETE, FOOTING | 27 CY |
| 511E46610 | CLASS QC1 CONCRETE, HEADWALL | 1 CY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 44 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 79 SY |
| 512E33010 | TYPE 3 WATERPROOFING | 92 SY |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 26 SF |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 12 CY |
| 611E94980 | 10' X 4' CONDUIT, TYPE A, 706.05 | 62 FT |
| 621E00100 | RPM | 30 EACH |
| 626E00112 | BARRIER REFLECTOR, TYPE 3, BIDIRECTIONAL | 27 EACH |
| 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | 11 FT |
| 630E08600 | SIGN POST REFLECTOR | 1 EACH |
| 630E80100 | SIGN, FLAT SHEET | 6.3 SF |
| 630E84900 | REMOVAL OF GROUND MOUNTED SIGN | 6 EACH |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT | 4 EACH |
| 644E00104 | EDGE LINE, 6" | 0.91 MILE |
| 644E00300 | CENTER LINE | 0.45 MILE |
| 644E00500 | STOP LINE | 16 FT |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 602E20000 | CONCRETE MASONRY | 3.6 CY |
| 605E31100 | AGGREGATE DRAINS | 1,107 FT |
| 611E07200 | 18" CONDUIT, TYPE A, 706.02, 707.01 ALUMINIZED, 707.33 | 125 FT |
| 611E10200 | 24" CONDUIT, TYPE A, 707.33 | 15 FT |
| 611E13200 | 30" CONDUIT, TYPE A, 706.02, 707.33 | 68 FT |
| 611E52200 | 14" X 23" CONDUIT, TYPE A, 706.04 | 50 FT |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 1,433 CY |
| 301E56100 | ASPHALT CONCRETE BASE, PG64-22, (449), (DRIVEWAYS) | 7 CY |
| 304E20000 | AGGREGATE BASE | 1,527 CY |
| 407E20000 | NON-TRACKING TACK COAT | 933 GAL |
| 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 | 294 CY |
| 441E70300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (449) | 411 CY |
| 441E70500 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), (DRIVEWAYS) | 3 CY |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 619E16000 | FIELD OFFICE, TYPE A | 7 MNTH |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 623E50000 | PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT NR) | Lump sum |
| 623E51000 | POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I |
| 0.14 MILE |
| 614E26400 | WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 23 FT |
| 615E10000 | ROADS FOR MAINTAINING TRAFFIC | Lump sum |
| 615E20000 | PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 842 SY |
| 616E10000 | WATER | 9 MGAL |
| 622E41100 | PORTABLE BARRIER, UNANCHORED | 2,110 FT |
| 622E41110 | PORTABLE BARRIER, ANCHORED | 2,530 FT |