Bridge Replacement (1 Bridge)
Harrison County · plans pulled by 5 GCs
Plan pull5 GCsJul 23
Pattern2 prime · 3 sub—
Bid dateThursday, August 13—
Harrison County · plans pulled by 5 GCs
2 primes + 3 subs pulled plans · Bcc Ohio INC wins 53% of OH bridge 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 plans2 primes · 3 subs
Likely also biddingOH bridge regulars · 7
Confirmed = pulled plans on this letting (revealed interest, from the agency portal). Likely = firms that bid OH bridgework 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
101 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 202E11003 | STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | Lump sum |
| 202E23500 | WEARING COURSE REMOVED | 192 SY |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN, WALL 1 | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN, WALL 2 | Lump sum |
| 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN, WALL 3 | Lump sum |
| 503E21100 | UNCLASSIFIED EXCAVATION | 387 CY |
| 505E11100 | PILE DRIVING EQUIPMENT MOBILIZATION | Lump sum |
| 507E00300 | STEEL PILES HP14X73, FURNISHED | 1,390 FT |
| 507E00350 | STEEL PILES HP14X73, DRIVEN | 1,220 FT |
| 507E92200 | PREBORED HOLES | 170 FT |
| 507E93300 | STEEL POINTS OR SHOES | 34 EACH |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 22,928 LB |
| 511E31613 | CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS PER PLAN | 74 CY |
| 511E44112 | CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUDING FOOTING | 73 CY |
| 511E46512 | CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 86 CY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 196 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 29 SY |
| 515E12091 | PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB33-48, AS PER PLAN (BEAM LENGTH = 84'-0") | 8 EACH |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 21 SF |
| 516E14020 | SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 91 FT |
| 516E41100 | 1/8" PREFORMED BEARING PAD, TYPE CDP | 32 EACH |
| 516E44101 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN (9''x14''x2.001'' WITH 9.5''x14.5''x1.5'' LOAD PLATE) | 32 EACH |
| 517E70001 | RAILING (TWIN STEEL TUBE), AS PER PLAN | 178 FT |
| 517E70001 | RAILING (TWIN STEEL TUBE), AS PER PLAN (WINGWALL MOUNTED) | 26 FT |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 66 CY |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 108 FT |
| 518E40010 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | 60 FT |
| 526E25011 | REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=15"), AS PER PLAN | 89 SY |
| 526E30011 | REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=17"), AS PER PLAN | 107 SY |
| 526E90010 | TYPE A INSTALLATION | 64 FT |
| 530E14000 | SPECIAL - STRUCTURAL SURVEY AND MONITORING OF VIBRATION | Lump sum |
| 601E32200 | ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 220 CY |
| 625E33000 | STRUCTURE GROUNDING SYSTEM | 1 EACH |
| 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 202E23000 | PAVEMENT REMOVED | 416 SY |
| 202E30000 | WALK REMOVED | 202 SF |
| 202E32000 | CURB REMOVED | 87 FT |
| 202E35100 | PIPE REMOVED, 24" DIAMETER AND UNDER | 44 FT |
| 202E58100 | CATCH BASIN REMOVED | 1 EACH |
| 203E10000 | EXCAVATION | 77 CY |
| 203E20000 | EMBANKMENT | 89 CY |
| 204E10000 | SUBGRADE COMPACTION | 555 SY |
| 204E45000 | PROOF ROLLING | 1 HOUR |
| 606E15050 | GUARDRAIL, TYPE MGS | 25 FT |
| 606E26050 | ANCHOR ASSEMBLY, MGS TYPE B | 1 EACH |
| 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH |
| 606E34600 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 1 EACH |
| 606E34601 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2, AS PER PLAN | 1 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 9 EACH |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | 42 FT |
| 630E08520 | STREET NAME SIGN SUPPORT, NO. 3 POST | 14 FT |
| 630E79600 | SIGN SUPPORT ASSEMBLY, BRIDGE MOUNTED, TYPE 1 | 1 EACH |
| 630E80100 | SIGN, FLAT SHEET | 12 SF |
| 630E80500 | SIGN, DOUBLE FACED, STREET NAME | 2 EACH |
| 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 6 EACH |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | 4 EACH |
| 646E10010 | EDGE LINE, 6" | 0.09 MILE |
| 646E10200 | CENTER LINE | 0.05 MILE |
| 410E10000 | TRAFFIC COMPACTED SURFACE, TYPE A | 25 CY |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 16 HOUR |
| 614E11300 | SPECIAL - WORK ZONE TRAFFIC SIGNAL, PORTABLE TRAFFIC SIGNALS | 4 EACH |
| 614E12384 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (BIDIRECTIONAL) | 4 EACH |
| 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 15 CY |
| 614E13310 | BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 8 EACH |
| 614E13360 | OBJECT MARKER, TWO WAY | 8 EACH |
| 614E22210 | WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.04 MILE |
| 614E26400 | WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 39 FT |
| 622E41100 | PORTABLE BARRIER, UNANCHORED | 340 FT |
| 659E00100 | SOIL ANALYSIS TEST | 2 EACH |
| 659E00300 | TOPSOIL | 64 CY |
| 659E10000 | SEEDING AND MULCHING | 581 SY |
| 659E14000 | REPAIR SEEDING AND MULCHING | 29 SY |
| 659E15000 | INTER-SEEDING | 29 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 0.13 TON |
| 659E31000 | LIME | 0.12 ACRE |
| 659E35000 | WATER | 5 MGAL |
| 832E30000 | EROSION CONTROL | 10,000 EACH |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" DEPTH | 202 SY |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 33 CY |
| 304E20000 | AGGREGATE BASE | 96 CY |
| 407E20000 | NON-TRACKING TACK COAT | 53 GAL |
| 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22, 1.25" DEPTH | 17 CY |
| 441E70200 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (449), 1.75" DEPTH | 14 CY |
| 609E26000 | CURB, TYPE 6 | 20 FT |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 619E16010 | FIELD OFFICE, TYPE B | 14 MNTH |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 602E20000 | CONCRETE MASONRY | 0.33 CY |
| 611E07600 | 18" CONDUIT, TYPE C | 30 FT |
| 611E99654 | MANHOLE ADJUSTED TO GRADE | 2 EACH |
| 638E01721 | 8" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTINGS, AWWA C900, DR18, AS PER PLAN | 67 FT |
| 638E10800 | VALVE BOX ADJUSTED TO GRADE | 3 EACH |
| 690E98400 | SPECIAL - MISC.: WORK INVOLVING ASBESTOS CONTAINING MATERIALS | Lump sum |
| 606E35002 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 1 EACH |
| 608E10000 | 4" CONCRETE WALK | 174 SF |
| 623E38500 | MONUMENT ASSEMBLY, TYPE C | 2 EACH |
| 623E40500 | REFERENCE MONUMENT, TYPE A | 1 EACH |
| 623E40520 | RIGHT-OF-WAY MONUMENT, TYPE B | 17 EACH |