Four Lane Resurfacing
Jackson County · plans pulled by 2 GCs
Plan pull2 GCsSep 16
Pattern1 prime · 1 sub—
Bid dateThursday, October 15—
Jackson 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
65 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 621E00100 | RPM | 839 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 731 EACH |
| 644E00104 | EDGE LINE, 6" | 0.2 MILE |
| 644E00300 | CENTER LINE | 0.08 MILE |
| 644E00404 | CHANNELIZING LINE, 12" | 405 FT |
| 644E00500 | STOP LINE | 184 FT |
| 644E01300 | LANE ARROW | 8 EACH |
| 644E01510 | DOTTED LINE, 6" | 2,115 FT |
| 644E40000 | SPEED MEASUREMENT MARKING | 12 EACH |
| 807E12010 | WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, 6" | 0.14 MILE |
| 807E12110 | WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, 6" | 0.07 MILE |
| 807E14010 | WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDGE LINE, 6" | 20.33 MILE |
| 807E14110 | WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LANE LINE, 6" | 10.17 MILE |
| 807E14310 | WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHANNELIZING LINE, 12" | 3,317 FT |
| 807E14410 | WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOTTED LINE, 6" | 3,271 FT |
| 850E10010 | GROOVING FOR 6" RECESSED PAVEMENT MARKING, (ASPHALT) | 30.5 MILE |
| 850E10110 | GROOVING FOR 6" RECESSED PAVEMENT MARKING, (ASPHALT) | 3,271 FT |
| 850E10130 | GROOVING FOR 12" RECESSED PAVEMENT MARKING, (ASPHALT) | 3,317 FT |
| 850E20010 | GROOVING FOR 6" RECESSED PAVEMENT MARKING, (CONCRETE) | 0.21 MILE |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 2" | 800 SY |
| 254E01010 | PAVEMENT PLANING, PORTLAND CEMENT CONCRETE, 2" | 324 SY |
| 407E10000 | TACK COAT | 130 GAL |
| 407E13900 | TACK COAT, 702.13 | 23 GAL |
| 409E30000 | SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS | 80 FT |
| 441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22, VARIABLE THICKNESS | 28 CY |
| 856E10000 | BRIDGE DECK WATERPROOFING ASPHALT CONCRETE, 2" | 63 CY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 2" | 800 SY |
| 254E01010 | PAVEMENT PLANING, PORTLAND CEMENT CONCRETE 2" | 324 SY |
| 407E10000 | TACK COAT | 130 GAL |
| 407E13900 | TACK COAT, 702.13 | 23 GAL |
| 409E30000 | SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS | 80 FT |
| 441E50000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22, VARIABLE THICKNESS | 28 CY |
| 856E10000 | BRIDGE DECK WATERPROOFING ASPHALT CONCRETE, 2" |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 100 HOUR |
| 614E12460 | WORK ZONE MARKING SIGN | 12 EACH |
| 614E12484 | WORK ZONE INCREASED PENALTIES SIGN | 18 EACH |
| 614E20560 | WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 20.48 MILE |
| 614E21550 | WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.16 MILE |
| 614E22210 | WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.8 MILE |
| 614E22360 | WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 41.34 MILE |
| 614E23690 | WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 PAINT | 7,444 FT |
| 614E24402 | WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 4,224 FT |
| 614E26610 | WORK ZONE STOP LINE, CLASS III, 642 PAINT | 368 FT |
| 616E10000 | WATER | 16 MGAL |
| 808E18700 | DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 56 SNMT |
| 251E01021 | PARTIAL DEPTH PAVEMENT REPAIR (442), AS PER PLAN | 1,500 SY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 161,723 SY |
| 254E01001 | PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 1.5" | 778 SY |
| 254E01600 | PATCHING PLANED SURFACE | 8,086 SY |
| 255E16001 | FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, TYPE 2, CLASS QC MS, AS PER PLAN | 480 SY |
| 255E20000 | FULL DEPTH PAVEMENT SAWING | 1,980 FT |
| 407E10000 | TACK COAT | 14,668 GAL |
| 441E70801 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (449), (UNDER GUARDRAIL), AS PER PLAN | 20 CY |
| 442E10301 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (447), AS PER PLAN, 1.5" | 6,770 CY |
| 617E10100 | COMPACTED AGGREGATE | 150 CY |
| 618E40600 | RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 20.12 MILE |
| 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 |
| 832E30000 | EROSION CONTROL | 1,000 EACH |
| 63 CY |
| 512E10300 | SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 100 SY |
| 512E10400 | TREATING OF CONCRETE BRIDGE DECK WITH SRS | 900 SY |
| 512E10300 | SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 100 SY |
| 512E10400 | TREATING OF CONCRETE BRIDGE DECK WITH SRS | 900 SY |