WYA-Toledo Street Bridge
WYA County · est $0.4M
Bid dateThursday, January 26—
WYA County · est $0.4M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 7.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 33 more items below.
| Item | Quantity | R1Crawford Construction Company INC | R2Adena Corporation | % of bid |
|---|---|---|---|---|
| 611E96478 18' X 6' CONDUIT, TYPE A, 706.05 | 45 FT | $2,100 | $2,569 | 30% |
| 638E01720 8" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTINGS | 103 FT | $280 | $138 | 9% |
| 624E10000 MOBILIZATION | 1 LS | $22,529 | $16,196 | 7% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 17 CY | $1,200 | $739 | 6% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 35 CY | $500 | $450 | 5% |
| 638E98000 WATER WORK, MISC.:LINE STOP | 2 EACH | $8,100 | $10,251 | 5% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $16,000 | $10,887 | 5% |
| 517E76300 RAILING, MISC.:PEDESTRIAN RAILING | 75 FT |
| Item | Quantity | R1Crawford Construction Company INC | R2Adena Corporation |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,000 | $3,386 |
| 202E23000 PAVEMENT REMOVED | 216 SY | $10.00 | $26.16 |
| 202E30000 WALK REMOVED | 255 SF | $4.00 | $0.67 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 45 FT | $47.00 | $3.19 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $720 | $144 |
| 203E20000 EMBANKMENT | 9 CY | $100 | $19.09 |
| 204E10000 SUBGRADE COMPACTION | 307 SY | $2.50 | $2.23 |
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 →
| $200 |
| $405 |
| 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 32 CY | $395 | $692 | 4% |
| 503E31100 ROCK EXCAVATION | 52 CY | $191 | $119 | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 23 CY | $418 | $711 | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 4,160 LB | $2.25 | $2.00 | 3% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $8,600 | $16,323 | 3% |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 71 CY | $118 | $136 | 3% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 17 SY | $420 | $149 | 2% |
| 608E10000 4" CONCRETE WALK | 451 SF | $11.50 | $11.09 | 2% |
| 203E10000 EXCAVATION | 68 CY | $75.00 | $43.24 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $4,600 | $6,706 | 1% |
| 619E16010 FIELD OFFICE, TYPE B | 3 MNTH | $1,500 | $500 | 1% |
| 203E98000 ROADWAY, MISC.: EXCAVATION FOR WATERMAIN TRENCH | 15 CY | $275 | $117 | 1% |
| 608E13000 6" CONCRETE WALK | 60 SF | $18.00 | $16.33 |
| 659E00300 TOPSOIL | 27 CY | $50.00 | $66.41 |
| 659E10000 SEEDING AND MULCHING | 239 SY | $6.00 | $2.89 |
| 659E20000 COMMERCIAL FERTILIZER | 0.03 TON | $916 | $1,935 |
| 659E31000 LIME | 0.05 ACRE | $330 | $232 |
| 659E35000 WATER | 1.3 MGAL | $8.50 | $1.00 |
| 832E30000 EROSION CONTROL | 2,500 EACH | $1.00 | $1.00 |
| 611E00900 6" CONDUIT, TYPE B, FOR DRAINAGE CONNECTION | 30 FT | $25.00 | $8.00 |
| 611E01500 6" CONDUIT, TYPE F, FOR DRAINAGE CONNECTION | 30 FT | $25.00 | $8.00 |
| 611E04600 12" CONDUIT, TYPE C | 56 FT | $43.00 | $55.53 |
| 611E10600 24" CONDUIT, TYPE C | 10 FT | $103 | $155 |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $2,200 | $2,141 |
| 304E20000 AGGREGATE BASE | 48 CY | $80.00 | $124 |
| 407E10000 TACK COAT | 33 GAL | $10.70 | $4.81 |
| 638E05300 3/4" POLYETHYLENE SERVICE BRANCH | 20 FT | $81.00 | $67.77 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 10 CY | $50.00 | $180 |
| 616E10000 WATER | 0.3 MGAL | $36.00 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $2,000 | $7,528 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 62 SY | $16.00 | $5.13 |
| 512E33000 TYPE 2 WATERPROOFING | 180 SY | $17.00 | $15.18 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 38 SF | $11.00 | $3.66 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $1,700 | $3,026 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,100 | $4,064 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,100 | $7,096 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $535 | $1,744 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $535 | $1,744 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E96478 18' X 6' CONDUIT, TYPE A, 706.05 | 45 FT | $2,100 | $95k | 26% |
| 638E01720 8" WATER MAIN POLYVINYL CHLORIDE PIPE AND FITTINGS | 103 FT | $280 | $29k | 8% |
| 624E10000 MOBILIZATION | 1 LS | $22,529 | $23k | 6% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 17 CY | $1,200 | $20k | 6% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 35 CY | $500 | $18k | 5% |
| 638E98000 WATER WORK, MISC.:LINE STOP | 2 EACH | $8,100 | $16k | 4% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $16,000 | $16k | 4% |
| 517E76300 RAILING, MISC.:PEDESTRIAN RAILING | 75 FT | $200 | $15k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 32 CY | $395 | $13k | 3% |
| 503E31100 ROCK EXCAVATION | 52 CY | $191 | $10k | 3% |