Two Lane Resurfacing
Richland County · plans pulled by 3 GCs
Plan pull3 GCsAug 21
Pattern1 prime · 2 sub—
Bid dateThursday, October 1—
Richland 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 · 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. 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
79 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 202E38000 | GUARDRAIL REMOVED | 1,937.75 FT |
| 202E42010 | ANCHOR ASSEMBLY REMOVED, TYPE E | 21 EACH |
| 202E42040 | ANCHOR ASSEMBLY REMOVED, TYPE T | 8 EACH |
| 202E47000 | BRIDGE TERMINAL ASSEMBLY REMOVED | 12 EACH |
| 203E20001 | EMBANKMENT, AS PER PLAN | 83 CY |
| 209E15001 | RESHAPING UNDER GUARDRAIL, AS PER PLAN | 9.13 STA |
| 209E60500 | LINEAR GRADING | 6.04 MILE |
| 209E72051 | PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLAN | 16.64 MILE |
| 209E80000 | GRADING MAILBOX APPROACHES | 66 EACH |
| 606E13000 | GUARDRAIL, TYPE 5 | 169 FT |
| 606E15050 | GUARDRAIL, TYPE MGS | 1,693.75 FT |
| 606E15100 | GUARDRAIL, TYPE MGS WITH LONG POSTS | 75 FT |
| 606E16500 | GUARDRAIL REBUILT, TYPE 5 | 200 FT |
| 606E17050 | RAISING TYPE MGS GUARDRAIL | 187.5 FT |
| 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 19 EACH |
| 606E26500 | ANCHOR ASSEMBLY, TYPE T | 2 EACH |
| 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | 8 EACH |
| 606E27850 | ANCHOR ASSEMBLY REBUILT, TYPE E | 1 EACH |
| 606E27860 | ANCHOR ASSEMBLY REBUILT, MGS TYPE E | 4 EACH |
| 606E32160 | BRIDGE TERMINAL ASSEMBLY, TYPE TST | 4 EACH |
| 606E35140 | BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 8 EACH |
| 623E39501 | MONUMENT ASSEMBLY ADJUSTED TO GRADE, AS PER PLAN | 4 EACH |
| 623E39601 | MONUMENT ASSEMBLY RECONSTRUCTED TO GRADE, AS PER PLAN | 4 EACH |
| 623E51000 | POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT | Lump sum |
| 690E50100 | SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 7 EACH |
| 690E50200 | SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE | 1 EACH |
| 251E01043 | PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BASE), AS PER PLAN (LONGITUDINAL) | 1,941 CY |
| 251E01043 | PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BASE), AS PER PLAN (TRANSVERSE) | 342 CY |
| 253E02001 | PAVEMENT REPAIR, AS PER PLAN (LONGITUDINAL) | 195 CY |
| 253E02001 | PAVEMENT REPAIR, AS PER PLAN (TRANSVERSE) | 33 CY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE (1.5") | 46,542 SY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE (2.25") | 115,135 SY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE (TAPER 1.5" TO 2.25") | 1,976 SY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE (TAPER 2.25" TO 3.0") | 4,858 SY |
| 254E01600 | PATCHING PLANED SURFACE | 877 SY |
| 407E10000 | TACK COAT | 21,929 GAL |
| 407E13900 | TACK COAT, 702.13 | 72 GAL |
| 408E10001 | PRIME COAT, AS PER PLAN | 10,649 GAL |
| 442E00201 | ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (446), AS PER PLAN (PG64-22) (1.25") | 4,199 CY |
| 621E00100 | RPM | 1,047 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 1,047 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 81 EACH |
| 642E00104 | EDGE LINE, 6", TYPE 1 | 22.71 MILE |
| 642E00300 | CENTER LINE, TYPE 1 | 11.36 MILE |
| 642E30030 | REMOVAL OF PAVEMENT MARKING (CENTER LINE) | 0.05 MILE |
| 642E30030 | REMOVAL OF PAVEMENT MARKING (EDGE LINE) | 0.09 MILE |
| 644E00500 | STOP LINE | 665 FT |
| 644E01000 | RAILROAD SYMBOL MARKING | 2 EACH |
| 646E10010 | EDGE LINE, 6" | 0.12 MILE |
| 646E10200 | CENTER LINE | 0.06 MILE |
| 516E31200 | SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE JOINTS | 104 FT |
| 517E75600 | DEEP BEAM BRIDGE RETROFIT RAILING | 112.5 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 590 SY |
| 516E31200 | SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE JOINTS | 84 FT |
| 519E12510 | SPECIAL - PATCHING CONCRETE BRIDGE DECK - TYPE B | 1 SY |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 476 SY |
| 516E31200 | SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE JOINTS | 178 FT |
| 517E75600 | DEEP BEAM BRIDGE RETROFIT RAILING | 250 FT |
| 614E12460 | WORK ZONE MARKING SIGN | 105 EACH |
| 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 45 CY |
| 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT |
| 614E21550 | WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 34.25 MILE |
| 614E26610 | WORK ZONE STOP LINE, CLASS III, 642 PAINT | 1,995 FT |
| 614E32210 | WORK ZONE RAILROAD SYMBOL MARKING, CLASS III, 642 PAINT | 6 EACH |
| 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 |
| 619E16010 | FIELD OFFICE, TYPE B | 7 MNTH |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 832E30000 | EROSION CONTROL | 3,000 EACH |
| 611E98630 | CATCH BASIN ADJUSTED TO GRADE | 4 EACH |
| 900E17000 | SPECIAL - RAILROAD COORDINATION | Lump sum |
| 442E00201 |
| ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (446), AS PER PLAN (PG64-22) (1.5") |
| 2,045 CY |
| 442E00201 | ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (446), AS PER PLAN (PG64-22) (SAFETY EDGE) | 504 CY |
| 442E20100 | ASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE A (448) (1.0") | 1,333 CY |
| 442E20170 | ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYPE A (448) (1.75") | 5,876 CY |
| 617E10100 | COMPACTED AGGREGATE | 1,752 CY |
| 617E20000 | SHOULDER PREPARATION | 7,089 SY |