Four Lane Resurfacing
Tuscarawas County · plans pulled by 2 GCs
Plan pull2 GCsSep 16
Pattern1 prime · 1 sub—
Bid dateThursday, October 15—
Tuscarawas County · plans pulled by 2 GCs
1 prime + 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 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 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
63 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 621E00100 | RPM | 947 EACH |
| 621E00300 | RPM REFLECTOR | 38 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 947 EACH |
| 646E10010 | EDGE LINE, 6" | 0.62 MILE |
| 646E10310 | CHANNELIZING LINE, 12" | 323 FT |
| 646E10400 | STOP LINE | 52 FT |
| 646E10620 | CHEVRON MARKING | 297 FT |
| 646E20300 | LANE ARROW | 1 EACH |
| 646E20320 | WRONG WAY ARROW | 4 EACH |
| 646E20710 | SPEED MEASUREMENT MARKING | 20 EACH |
| 807E12010 | WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, 6" | 34.78 MILE |
| 807E12110 | WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, 6" | 16.74 MILE |
| 807E12310 | WET REFLECTIVE EPOXY PAVEMENT MARKING, CHANNELIZING LINE, 12" | 3,566 FT |
| 807E12410 | WET REFLECTIVE EPOXY PAVEMENT MARKING, DOTTED LINE, 6" | 3,018 FT |
| 850E10010 | GROOVING FOR 6" RECESSED PAVEMENT MARKING, (ASPHALT) | 50.2 MILE |
| 850E10110 | GROOVING FOR 6" RECESSED PAVEMENT MARKING, (ASPHALT) | 3,018 FT |
| 850E10130 | GROOVING FOR 12" RECESSED PAVEMENT MARKING, (ASPHALT) | 1,940 FT |
| 850E20010 | GROOVING FOR 6" RECESSED PAVEMENT MARKING, (CONCRETE) | 1.32 MILE |
| 850E20130 | GROOVING FOR 12" RECESSED PAVEMENT MARKING, (CONCRETE) | 1,616 FT |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 200 HOUR |
| 614E12460 | WORK ZONE MARKING SIGN | 10 EACH |
| 614E12484 | WORK ZONE INCREASED PENALTIES SIGN | 16 EACH |
| 614E12500 | REPLACEMENT SIGN | 4 EACH |
| 614E12600 | REPLACEMENT DRUM | 10 EACH |
| 614E13001 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC, AS PER PLAN | 50 CY |
| 614E20056 | WORK ZONE LANE LINE, CLASS I, 6", 807 PAINT | 17.02 MILE |
| 614E20560 | WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 17.02 MILE |
| 614E22056 | WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 35.66 MILE |
| 614E22360 | WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 35.66 MILE |
| 614E23110 | WORK ZONE CHANNELIZING LINE, CLASS I, 12", 807 PAINT | 3,566 FT |
| 614E23690 | WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 PAINT | 3,566 FT |
| 614E24102 | WORK ZONE DOTTED LINE, CLASS I, 6", 807 PAINT | 3,088 FT |
| 614E24612 |
| 251E01010 | PARTIAL DEPTH PAVEMENT REPAIR (441) | 300 CY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE (1 1/2") | 738 SY |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 49 CY |
| 304E20000 | AGGREGATE BASE | 66 CY |
| 407E10000 | TACK COAT | 32,618 GAL |
| 408E10001 | PRIME COAT, AS PER PLAN | 16,037 GAL |
| 424E14000 | FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, (448) | 10,632 CY |
| 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 | 48 CY |
| 617E10101 | COMPACTED AGGREGATE, AS PER PLAN | 1,117 CY |
| 617E20001 | SHOULDER PREPARATION, AS PER PLAN | 80,194 SY |
| 618E40100 | RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 173,605 FT |
| 897E01010 | PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (1") | 382,763 SY |
| 659E00100 | SOIL ANALYSIS TEST | 2 EACH |
| 659E00300 | TOPSOIL | 92 CY |
| 659E10000 | SEEDING AND MULCHING | 830 SY |
| 659E14000 | REPAIR SEEDING AND MULCHING | 42 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 0.11 TON |
| 659E31000 | LIME | 0.17 ACRE |
| 659E35000 | WATER | 5 MGAL |
| 832E30000 | EROSION CONTROL | 1,000 EACH |
| 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 203E10000 | EXCAVATION | 65 CY |
| 203E20000 | EMBANKMENT | 76 CY |
| 204E10000 | SUBGRADE COMPACTION | 396 SY |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11001 | MAINTAINING TRAFFIC, AS PER PLAN | Lump sum |
| 619E16010 | FIELD OFFICE, TYPE B | 5 MNTH |
| 624E10000 | MOBILIZATION | Lump sum |
| WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT |
| 3,088 FT |
| 616E10000 | WATER | 5 MGAL |
| 808E18700 | DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 128 SNMT |