Four Lane Resurfacing
Fayette County · plans pulled by 2 GCs
Plan pull2 GCsJul 14
Pattern1 prime · 1 sub—
Bid dateThursday, July 30—
Fayette County · plans pulled by 2 GCs
1 prime + 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 prime · 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 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
99 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 621E00100 | RPM | 1,733 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 1,733 EACH |
| 626E00102 | BARRIER REFLECTOR, TYPE 1, 1-WAY | 14 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2, 1-WAY | 16 EACH |
| 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | 420 FT |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | 294 FT |
| 630E08600 | SIGN POST REFLECTOR | 42 EACH |
| 630E80100 | SIGN, FLAT SHEET | 200 SF |
| 630E84901 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL, AS PER PLAN NR) | 5 EACH |
| 630E85101 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION, AS PER PLAN | 6 EACH |
| 642E01200 | PARKING LOT STALL MARKING, TYPE 1 | 1,302 FT |
| 644E00104 | EDGE LINE, 6" | 40.12 MILE |
| 644E00204 | LANE LINE, 6" | 2.34 MILE |
| 644E00300 | CENTER LINE | 22.54 MILE |
| 644E00400 | CHANNELIZING LINE, 8" | 1,667 FT |
| 644E00404 | CHANNELIZING LINE, 12" | 4,515 FT |
| 644E00500 | STOP LINE | 629 FT |
| 644E00630 | CROSSWALK LINE, 24" | 1,260 FT |
| 644E00700 | TRANSVERSE/DIAGONAL LINE | 2,037 FT |
| 644E01300 | LANE ARROW | 78 EACH |
| 644E01510 | DOTTED LINE, 6" | 609 FT |
| 644E30000 | REMOVAL OF PAVEMENT MARKING, CENTER LINE | 1,114 FT |
| 644E30000 | REMOVAL OF PAVEMENT MARKING, CHANNELIZING LINE | 235 FT |
| 644E30000 | REMOVAL OF PAVEMENT MARKING, EDGE LINE | 5,853 FT |
| 644E30000 | REMOVAL OF PAVEMENT MARKING, LANE LINE | 2,101 FT |
| 644E30020 | REMOVAL OF PAVEMENT MARKING, LANE ARROW | 2 EACH |
| 646E10010 | EDGE LINE, 6" | 0.22 MILE |
| 646E10110 | LANE LINE, 6" | 0.15 MILE |
| 202E23001 | PAVEMENT REMOVED, AS PER PLAN, 14.25" | 1,988 SY |
| 202E30601 | CONCRETE MEDIAN REMOVED, AS PER PLAN | 1,179 SY |
| 202E32001 | CURB REMOVED, AS PER PLAN | 3,056 FT |
| 202E38001 | GUARDRAIL REMOVED, AS PER PLAN | 1,250 FT |
| 202E42001 | ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 4 EACH |
| 202E42210 | ANCHOR ASSEMBLY REMOVED, BARRIER DESIGN | 2 EACH |
| 203E10001 | EXCAVATION, AS PER PLAN, GRASS MEDIAN | 330 CY |
| 203E20000 | EMBANKMENT | 407 CY |
| 203E20001 | EMBANKMENT, AS PER PLAN | 24 CY |
| 204E10001 | SUBGRADE COMPACTION, AS PER PLAN | 3,379 SY |
| 204E30041 | GRANULAR MATERIAL, TYPE E, AS PER PLAN | 25 CY |
| 204E45000 | PROOF ROLLING | 6.8 HOUR |
| 209E60200 | LINEAR GRADING | 6.4 STA |
| 606E15050 | GUARDRAIL, TYPE MGS | 151.5 FT |
| 606E15150 |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 136 HOUR |
| 614E12461 | WORK ZONE MARKING SIGN, AS PER PLAN | 144 EACH |
| 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 9 SNMT |
| 614E20110 | WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 1.04 MILE |
| 614E20560 | WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 1.3 MILE |
| 614E21100 | WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 3.82 MILE |
| 614E21550 | WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 35.47 MILE |
| 614E22110 | WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 4.39 MILE |
| 614E22360 | WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 37.85 MILE |
| 614E23200 | WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAINT | 5,287 FT |
| 614E23680 | WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PAINT | 1,550 FT |
| 614E24202 | WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 1,488 FT |
| 614E24612 | WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 229 FT |
| 251E01041 | PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BASE), AS PER PLAN, 3.0" | 532 SY |
| 251E01041 | PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BASE), AS PER PLAN, 4.5" | 235 SY |
| 251E01041 | PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BASE), AS PER PLAN, 6.0" | 138 SY |
| 252E01500 | FULL DEPTH PAVEMENT SAWING | 5,772 FT |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 399,379 SY |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 592 CY |
| 304E20000 | AGGREGATE BASE | 563 CY |
| 407E20000 | NON-TRACKING TACK COAT | 34,369 GAL |
| 442E10000 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (446) | 16,559 CY |
| 442E22100 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (449) | 219 CY |
| 617E10100 | COMPACTED AGGREGATE | 662 CY |
| 617E20000 | SHOULDER PREPARATION | 23,043 SY |
| 617E25000 | WATER | 8 MGAL |
| 659E00300 | TOPSOIL | 366 CY |
| 659E10000 | SEEDING AND MULCHING | 3,267 SY |
| 659E14000 | REPAIR SEEDING AND MULCHING | 163 SY |
| 659E15000 | INTER-SEEDING | 163 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 0.44 TON |
| 659E31000 | LIME | 0.68 ACRE |
| 659E35000 | WATER | 18 MGAL |
| 832E30000 | EROSION CONTROL | 1,000 EACH |
| 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 | 4 EACH |
| 611E99654 | MANHOLE ADJUSTED TO GRADE | 4 EACH |
| 632E26501 | DETECTOR LOOP, AS PER PLAN | 4 EACH |
| 632E27200 | LOOP DETECTOR TIE IN | 4 EACH |
| 638E10800 | VALVE BOX ADJUSTED TO GRADE | 4 EACH |
| GUARDRAIL, TYPE MGS HALF POST SPACING |
| 314.06 FT |
| 606E26050 | ANCHOR ASSEMBLY, MGS TYPE B | 2 EACH |
| 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH |
| 606E60029 | IMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL), AS PER PLAN(24", 60 MPH) | 2 EACH |
| 606E98100 | GUARDRAIL, MISC.:POST FOOTING ANCHOR | 37 EACH |
| 609E71001 | CONCRETE MEDIAN, AS PER PLAN, NOSE RAMP | 105 SF |
| 622E10061 | CONCRETE BARRIER, SINGLE SLOPE, TYPE B, AS PER PLAN | 152 FT |
| 622E24841 | CONCRETE BARRIER END SECTION, TYPE B, AS PER PLAN | 2 EACH |
| 878E25000 | INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS | Lump sum |
| 614E26200 | WORK ZONE STOP LINE, CLASS I, 642 PAINT | 550 FT |
| 614E26610 | WORK ZONE STOP LINE, CLASS III, 642 PAINT | 79 FT |
| 614E27050 | WORK ZONE CROSSWALK LINE, CLASS I, 12", 642 PAINT | 1,260 FT |
| 614E30200 | WORK ZONE ARROW, CLASS I, 642 PAINT | 88 EACH |
| 614E30650 | WORK ZONE ARROW, CLASS III, 642 PAINT | 18 EACH |