Bridge Replacement (1 Bridge)
Cuyahoga County · plans pulled by 9 GCs
Plan pull9 GCsJul 14
Pattern5 prime · 4 sub—
Bid dateThursday, July 30—
Cuyahoga County · plans pulled by 9 GCs
5 primes + 4 subs pulled plans · Catts Construction INC wins 35% 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 plans5 primes · 4 subs
Likely also biddingOH bridge regulars · 6
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
174 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 202E11203 | PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | Lump sum |
| 202E22900 | APPROACH SLAB REMOVED | 100 SY |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 503E21100 | UNCLASSIFIED EXCAVATION | 300 CY |
| 505E11100 | PILE DRIVING EQUIPMENT MOBILIZATION | Lump sum |
| 507E00700 | 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVEN | 1,900 FT |
| 507E00750 | 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNISHED | 2,000 FT |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 181,699 LB |
| 509E26000 | GALVANIZED STEEL REINFORCEMENT | 10,256 LB |
| 510E10001 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN | 2,408 EACH |
| 511E33500 | SEMI-INTEGRAL DIAPHRAGM GUIDE | 4 EACH |
| 511E34447 | CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER PLAN | 415 CY |
| 511E41012 | CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 63 CY |
| 511E44112 | CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUDING FOOTING | 131 CY |
| 511E46012 | CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL NOT INCLUDING FOOTING | 192 CY |
| 511E46512 | CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 202 CY |
| 512E10050 | SEALING OF CONCRETE SURFACES (NON-EPOXY) | 226 SY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,681 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 60 SY |
| 513E10280 | STRUCTURAL STEEL MEMBERS, LEVEL 4 | 480,000 LB |
| 513E20000 | WELDED STUD SHEAR CONNECTORS | 5,220 EACH |
| 516E10011 | ARMORLESS PREFORMED JOINT SEAL, AS PER PLAN | 155 FT |
| 516E12310 | SIDEWALK COVER PLATE | 450 LB |
| 516E13600 | 1" PREFORMED EXPANSION JOINT FILLER | 120 SF |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 100 SF |
| 516E14020 | SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 212 FT |
| 516E44301 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN (NEOPRENE), (14"x17"x4.0447" WITH 15"x19"x1.5" LOAD PLATE) | 12 EACH |
| 516E44301 | ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE, AS PER PLAN (NEOPRENE), (18"x22"x4.4322" WITH 19"x26"x1.688" MAX. LOAD PLATE) | 6 EACH |
| 517E75122 | RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING AND VANDAL PROTECTION FENCE) | 521 FT |
| 518E20000 | PREFABRICATED GEOCOMPOSITE DRAIN | 580 SY |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 314 CY |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 860 FT |
| 518E40011 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS, AS PER PLAN | 70 FT |
| 523E20001 | DYNAMIC LOAD TESTING, AS PER PLAN | 1 EACH |
| 523E20501 | RESTRIKE, AS PER PLAN | 1 EACH |
| 524E94903 | DRILLED SHAFTS, 48" DIAMETER ABOVE BEDROCK, AS PER PLAN | 4,249 FT |
| 526E30010 | REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=17") | 283 SY |
| 526E90031 | TYPE C INSTALLATION, AS PER PLAN | 150 FT |
| 530E00200 | SPECIAL - STRUCTURES: PRECONSTRUCTION CONDITION SURVEY | Lump sum |
| 607E39901 | VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRIC, AS PER PLAN | 330 FT |
| 625E33000 | STRUCTURE GROUNDING SYSTEM | 1 EACH |
| 894E10000 | THERMAL INTEGRITY PROFILING (TIP) TEST | 10 EACH |
| 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 202E23000 | PAVEMENT REMOVED | 2,125 SY |
| 202E30000 | WALK REMOVED | 486 SF |
| 202E30600 | CONCRETE MEDIAN REMOVED | 263 SY |
| 202E32000 | CURB REMOVED | 1,494 FT |
| 202E32700 | GUTTER REMOVED | 70 SY |
| 202E35100 | PIPE REMOVED, 24" DIAMETER AND UNDER | 406 FT |
| 202E38000 | GUARDRAIL REMOVED | 2,105 FT |
| 202E42000 | ANCHOR ASSEMBLY REMOVED, TYPE A | 4 EACH |
| 202E42040 | ANCHOR ASSEMBLY REMOVED, TYPE T | 2 EACH |
| 202E42210 | ANCHOR ASSEMBLY REMOVED, BARRIER DESIGN | 2 EACH |
| 202E47000 | BRIDGE TERMINAL ASSEMBLY REMOVED | 3 EACH |
| 202E58000 | MANHOLE REMOVED | 2 EACH |
| 202E58100 | CATCH BASIN REMOVED | 5 EACH |
| 202E70000 | SPECIAL - FILL AND PLUG EXISTING CONDUIT, 12" |
| 621E00100 | RPM | 19 EACH |
| 626E00102 | BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 14 EACH |
| 626E00102 | BARRIER REFLECTOR, TYPE 1, ONEWAY | 3 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 19 EACH |
| 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | 114 FT |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | 15 FT |
| 630E08004 | ONE WAY SUPPORT, NO. 3 POST | 29 FT |
| 630E08600 | SIGN POST REFLECTOR | 16 EACH |
| 630E80100 | SIGN, FLAT SHEET | 146 SF |
| 630E80100 | SIGN, FLAT SHEET, 730.20 | 1 SF |
| 630E81020 | CONCRETE MEDIAN BARRIER SIGN BRACKET | 2 EACH |
| 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 9 EACH |
| 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | 8 EACH |
| 601E21060 | TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 111 SY |
| 601E32100 | ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 52 CY |
| 601E32200 | ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 2 CY |
| 659E00100 | SOIL ANALYSIS TEST | 2 EACH |
| 659E00300 | TOPSOIL | 488 CY |
| 659E10000 | SEEDING AND MULCHING | 4,389 SY |
| 659E14000 | REPAIR SEEDING AND MULCHING | 219 SY |
| 659E15000 | INTER-SEEDING | 219 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 0.61 TON |
| 659E31000 | LIME | 0.91 ACRE |
| 659E35000 | WATER | 36 MGAL |
| 670E00720 | DITCH EROSION PROTECTION MAT, TYPE B | 214 SY |
| 832E15000 | STORM WATER POLLUTION PREVENTION PLAN | Lump sum |
| 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | Lump sum |
| 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE |
| 602E20000 | CONCRETE MASONRY | 0.42 CY |
| 605E11110 | 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 657 FT |
| 605E14020 | 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 637 FT |
| 611E00510 | 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 137 FT |
| 611E04400 | 12" CONDUIT, TYPE B | 80 FT |
| 611E04600 | 12" CONDUIT, TYPE C | 118 FT |
| 611E04600 | 12" CONDUIT, TYPE C, WITH PREMIUM JOINTS | 128 FT |
| 611E05200 | 12" CONDUIT, TYPE F | 158 FT |
| 611E10600 | 24" CONDUIT, TYPE C | 10 FT |
| 611E98150 | CATCH BASIN, NO. 3 | 2 EACH |
| 611E98180 | CATCH BASIN, NO. 3A | 2 EACH |
| 611E98370 | CATCH BASIN, NO. 6 | 1 EACH |
| 611E98410 | CATCH BASIN, NO. 8 | 1 EACH |
| 611E98571 | CATCH BASIN, NO. 2-5, AS PER PLAN | 1 EACH |
| 611E99574 | MANHOLE, NO. 3 |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 60 HOUR |
| 614E11630 | INCREASED BARRIER DELINEATION | 404 FT |
| 614E12380 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (UNIDIRECTIONAL) | 5 EACH |
| 614E12420 | DETOUR SIGNING | Lump sum |
| 614E13310 | BARRIER REFLECTOR, TYPE 1 (ONE WAY) | 35 EACH |
| 614E13350 | OBJECT MARKER, ONE WAY | 31 EACH |
| 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT |
| 614E22200 | WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 1.11 MILE |
| 614E23400 | WORK ZONE CHANNELIZING LINE, CLASS I, 8", 740.06, TYPE I | 220 FT |
| 614E24400 | WORK ZONE DOTTED LINE, CLASS I, 4", 740.06, TYPE I | 560 FT |
| 615E25001 | PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER PLAN | 36 SY |
| 616E10000 | WATER | 22 MGAL |
| 622E41100 | PORTABLE BARRIER, UNANCHORED | 2,000 FT |
| 254E01001 | PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 3" | 684 SY |
| 255E20000 | FULL DEPTH PAVEMENT SAWING | 1,252 FT |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 193 CY |
| 304E20000 | AGGREGATE BASE | 547 CY |
| 305E13011 | 9" CONCRETE BASE, CLASS QC 1P, AS PER PLAN (REINFORCED) | 1,970 SY |
| 407E13900 | TACK COAT, 702.13 | 189 GAL |
| 407E20000 | NON-TRACKING TACK COAT | 309 GAL |
| 441E70101 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS PER PLAN, PG70- | 164 CY |
| 441E70300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (449) | 126 CY |
| 452E10010 | 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 180 SY |
| 100E51200 | DEPARTMENT'S SHARE OF THE DISPUTE RESOLUTION ADVISOR | 35,000 EACH |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 108E10000 | CPM PROGRESS SCHEDULE | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 619E16021 | FIELD OFFICE, TYPE C, AS PER PLAN | 13 MNTH |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 638E04900 | 1" COPPER SERVICE BRANCH | 84 FT |
| 638E10800 | VALVE BOX ADJUSTED TO GRADE | 10 EACH |
| 638E20912 | SPECIAL - 1" CURB VALVE AND BOX, CITY OF CLEVELAND DIVISION OF WATER | 2 EACH |
| 611E99654 | MANHOLE ADJUSTED TO GRADE | 2 EACH |
| 85 FT |
| 202E98100 | REMOVAL MISC.: MONUMENT ASSEMBLY REMOVED, CRGS MONUMENT NR) | 1 EACH |
| 202E98200 | REMOVAL MISC.: ABANDONED STEEL GAS MAIN REMOVED, 20" | 400 FT |
| 202E98200 | REMOVAL MISC.: ABANDONED STEEL GAS MAIN REMOVED, 6" | 55 FT |
| 203E10000 | EXCAVATION | 1,409 CY |
| 203E20000 | EMBANKMENT | 375 CY |
| 203E20001 | EMBANKMENT, AS PER PLAN | 3,625 CY |
| 204E10000 | SUBGRADE COMPACTION | 3,496 SY |
| 606E15050 | GUARDRAIL, TYPE MGS | 462.5 FT |
| 606E15100 | GUARDRAIL, TYPE MGS WITH LONG POSTS | 100 FT |
| 606E20050 | ROUNDED END SECTION | 1 EACH |
| 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH |
| 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | 4 EACH |
| 606E35002 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH |
| 606E35102 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH |
| 606E60051 | IMPACT ATTENUATOR, TYPE 3 (BIDIRECTIONAL), AS PER PLAN (40 MPH, 24" WIDTH) | 2 EACH |
| 608E10000 | 4" CONCRETE WALK | 672 SF |
| 608E52000 | CURB RAMP | 42 SF |
| 609E16000 | CURB, TYPE 2-B | 336 FT |
| 609E24510 | CURB, TYPE 4-C | 49 FT |
| 609E26000 | CURB, TYPE 6 | 332 FT |
| 609E71000 | CONCRETE MEDIAN | 122 SF |
| 622E10120 | CONCRETE BARRIER, SINGLE SLOPE, TYPE C | 124 FT |
| 622E24840 | CONCRETE BARRIER END SECTION, TYPE B | 2 EACH |
| 622E25008 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE C | 4 EACH |
| 623E39500 | MONUMENT ASSEMBLY ADJUSTED TO GRADE | 1 EACH |
| 690E50350 | SPECIAL - MAILBOX REMOVED AND RESET | 5 EACH |
| 646E10000 |
| EDGE LINE, 4" |
| 0.53 MILE |
| 646E10010 | EDGE LINE, 6" | 0.12 MILE |
| 646E10100 | LANE LINE, 4" | 0.68 MILE |
| 646E10200 | CENTER LINE | 0.14 MILE |
| 646E10300 | CHANNELIZING LINE, 8" | 287 FT |
| 646E10400 | STOP LINE | 26 FT |
| 646E10600 | TRANSVERSE/DIAGONAL LINE | 59 FT |
| 646E10620 | CHEVRON MARKING | 29 FT |
| 646E20300 | LANE ARROW | 8 EACH |
| 646E20320 | WRONG WAY ARROW | 2 EACH |
| Lump sum |
| 832E30000 | EROSION CONTROL | 29,824 EACH |
| 836E10000 | SEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 1 | 80 SY |
| 6 EACH |
| 611E99710 | PRECAST REINFORCED CONCRETE OUTLET | 5 EACH |