Two Lane Resurfacing
Ashland County · plans pulled by 4 GCs
Plan pull4 GCsAug 21
Pattern2 prime · 2 sub—
Bid dateThursday, September 17—
Ashland County · plans pulled by 4 GCs
2 primes + 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 plans2 primes · 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
89 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 | 6,187.5 FT |
| 202E42010 | ANCHOR ASSEMBLY REMOVED, TYPE E | 19 EACH |
| 202E42040 | ANCHOR ASSEMBLY REMOVED, TYPE T | 7 EACH |
| 202E42050 | ANCHOR ASSEMBLY REMOVED, TYPE B | 2 EACH |
| 202E42810 | ANCHOR ASSEMBLY REMOVED FOR REUSE, TYPE E | 5 EACH |
| 202E47000 | BRIDGE TERMINAL ASSEMBLY REMOVED | 14 EACH |
| 203E20001 | EMBANKMENT, AS PER PLAN | 999 CY |
| 209E15000 | RESHAPING UNDER GUARDRAIL | 54 STA |
| 209E60200 | LINEAR GRADING | 14.5 STA |
| 606E13000 | GUARDRAIL, TYPE 5 | 50 FT |
| 606E15050 | GUARDRAIL, TYPE MGS | 5,937.5 FT |
| 606E17360 | GUARDRAIL, TYPE MGS, LONG-SPAN | 75 FT |
| 606E17700 | REPLACE EXISTING GUARDRAIL BLOCKOUT | 1 EACH |
| 606E26050 | ANCHOR ASSEMBLY, MGS TYPE B | 2 EACH |
| 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E | 23 EACH |
| 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | 6 EACH |
| 606E27850 | ANCHOR ASSEMBLY REBUILT, TYPE E | 8 EACH |
| 606E27900 | ANCHOR ASSEMBLY REBUILT, TYPE T | 1 EACH |
| 606E35002 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 5 EACH |
| 606E35102 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 5 EACH |
| 611E98630 | CATCH BASIN ADJUSTED TO GRADE | 7 EACH |
| 611E99654 | MANHOLE ADJUSTED TO GRADE | 1 EACH |
| 623E39501 | MONUMENT ASSEMBLY ADJUSTED TO GRADE, AS PER PLAN | 7 EACH |
| 623E39601 | MONUMENT ASSEMBLY RECONSTRUCTED TO GRADE, AS PER PLAN | 3 EACH |
| 623E51000 | POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT | Lump sum |
| 626E00110 | BARRIER REFLECTOR, TYPE 2 ,1 WAY | 89 EACH |
| 251E01030 | PARTIAL DEPTH PAVEMENT REPAIR (442) (LONGITUDINAL) | 189 CY |
| 251E01030 | PARTIAL DEPTH PAVEMENT REPAIR (442) (TRANSVERSE) | 81 CY |
| 253E02000 | PAVEMENT REPAIR (LONGITUDINAL) | 38 CY |
| 253E02000 | PAVEMENT REPAIR (TRANSVERSE) | 16 CY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE (3.25") | 42,015 SY |
| 254E01600 | PATCHING PLANED SURFACE | 198 SY |
| 407E10000 | TACK COAT (0.06 GAL/SY) | 2,530 GAL |
| 407E10000 | TACK COAT (0.09 GAL/SY) | 13,581 GAL |
| 408E10001 | PRIME COAT, AS PER PLAN | 6,810 GAL |
| 424E14000 | FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, (448) | 3,780 CY |
| 442E10000 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (446) (PG70-22M) (1.5") | 1,760 CY |
| 442E20170 | ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYPE A (448) (PG70- | 2,050 CY |
| 617E10100 | COMPACTED AGGREGATE | 955 CY |
| 617E20000 | SHOULDER PREPARATION |
| 621E00100 | RPM | 676 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 674 EACH |
| 642E00100 | EDGE LINE, 4", TYPE 1 (WHITE) | 14.46 MILE |
| 642E00204 | LANE LINE, 6", TYPE 1 | 0.87 MILE |
| 642E00300 | CENTER LINE, TYPE 1 | 7.42 MILE |
| 642E00400 | CHANNELIZING LINE, 8", TYPE 1 | 1,799 FT |
| 642E00500 | STOP LINE, TYPE 1 | 166 FT |
| 642E00700 | TRANSVERSE/DIAGONAL LINE, TYPE 1 | 1,186 FT |
| 642E01300 | LANE ARROW, TYPE 1 | 21 EACH |
| 644E01350 | LANE REDUCTION ARROW | 2 EACH |
| 646E10010 | EDGE LINE, 6" (WHITE) | 0.38 MILE |
| 646E10110 | LANE LINE, 6" | 0.27 MILE |
| 646E10200 | CENTER LINE | 0.19 MILE |
| 646E10300 | CHANNELIZING LINE, 8" | 185 FT |
| 646E10600 | TRANSVERSE/DIAGONAL LINE |
| 516E31200 | SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE JOINTS | 170 FT |
| 512E73500 | TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RESIN | 2,573 SY |
| 516E31200 | SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE JOINTS | 196 FT |
| 516E31200 | SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE JOINTS | 170 FT |
| 202E98200 | REMOVAL MISC.: JOINT SEALER | 92 FT |
| 409E30000 | SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS | 92 FT |
| 516E31000 | JOINT SEALER | 92 FT |
| 517E75600 | DEEP BEAM BRIDGE RETROFIT RAILING | 180 FT |
| 202E98200 | REMOVAL MISC.: JOINT SEALER | 90 FT |
| 409E30000 | SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS | 90 FT |
| 516E31000 | JOINT SEALER | 90 FT |
| 519E12300 | PATCHING CONCRETE BRIDGE DECK - TYPE B | 4.4 SY |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 60 HOUR |
| 614E12460 | WORK ZONE MARKING SIGN | 72 EACH |
| 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 25 CY |
| 614E20560 | WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 3.42 MILE |
| 614E21550 | WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 22.83 MILE |
| 614E23680 | WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PAINT | 5,952 FT |
| 614E26610 | WORK ZONE STOP LINE, CLASS III, 642 PAINT | 498 FT |
| 614E30650 | WORK ZONE ARROW, CLASS III, 642 PAINT | 66 EACH |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 619E16010 | FIELD OFFICE, TYPE B | 4 MNTH |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 832E30000 | EROSION CONTROL | 500 EACH |
| 17,024 SY |
| 618E41000 | RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 5.48 MILE |
| 618E43000 | RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 2.74 MILE |
| 874E21000 | LONGITUDINAL JOINT PREPARATION | 2.74 MILE |
| 897E01010 | PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A(0.75") | 108,721 SY |
| 897E02000 | PATCHING PLANED SURFACE | 494 SY |
| 251 FT |
| 646E20300 | LANE ARROW | 1 EACH |
| 831E00100 | LONGITUDINAL CHANNELIZING DEVICE | 200 FT |
| 831E00500 | REMOVAL OF LONGITUDINAL CHANNELIZING DEVICE | 200 FT |