D03-BH FY2020 (B)
D03 County · est $0.7M
Bid dateThursday, February 13—
D03 County · est $0.7M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 8.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 48 more items below.
| Item | Quantity | R1Ohio Concrete Paving LLC | % of bid |
|---|---|---|---|
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $65,000 | 12% |
| 514E27700 FIELD PAINTING, MISC.: FIELD PAINTING OF STEEL PIL | 445 SF | $125 | 10% |
| 511E43211 CLASS QC1 CONCRETE, PIER, AS PER PLAN | 17 CY | $2,500 | 8% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $40,000 | 7% |
| 514E27700 FIELD PAINTING, MISC.: FIELD PAINTING OF STEEL PIL | 288 SF | $125 | 6% |
| 511E43211 CLASS QC1 CONCRETE, PIER, AS PER PLAN | 16 CY | $2,200 | 6% |
| 511E43211 CLASS QC1 CONCRETE, PIER, AS PER PLAN | 14 CY | $2,500 | 6% |
| 511E43211 CLASS QC1 CONCRETE, PIER, AS PER PLAN | 13 CY | $2,500 | 6% |
| 601E27000 DUMPED ROCK FILL, TYPE C | 278 CY | $105 | 5% |
| 511E43211 CLASS QC1 CONCRETE, PIER, AS PER PLAN | 10 CY | $2,600 | 5% |
| 511E43211 CLASS QC1 CONCRETE, PIER, AS PER PLAN | 10 CY | $2,500 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | 4% |
| 511E43211 CLASS QC1 CONCRETE, PIER, AS PER PLAN | 9 CY | $2,500 | 4% |
| 514E27700 FIELD PAINTING, MISC.: FIELD PAINTING OF STEEL PIL | 168 SF | $125 | 4% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 172 SF | $95.00 | 3% |
| 601E27000 DUMPED ROCK FILL, TYPE C | 99 CY | $125 | 2% |
| 203E10000 EXCAVATION | 244 CY | $50.00 | 2% |
| 514E27700 FIELD PAINTING, MISC.: FIELD PAINTING OF STEEL PIL | 66 SF | $175 | 2% |
| 601E27000 DUMPED ROCK FILL, TYPE C | 75 CY | $150 | 2% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 104 SF | $100 | 2% |
| Item | Quantity | R1Ohio Concrete Paving LLC |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,500 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,200 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $9,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 1,140 LB | $4.10 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 40 SF | $125 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 65 CY | $150 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $9,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL |
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 →
| 914 LB |
| $4.10 |
| 514E27700 FIELD PAINTING, MISC.: FIELD PAINTING OF STEEL PIL | 31 SF | $175 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 40 SF | $150 |
| 202E98200 REMOVAL MISC.: STRIP SEAL | 64 FT | $20.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $9,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 262 LB | $5.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 60 EACH | $20.00 |
| 511E43211 CLASS QC1 CONCRETE, PIER, AS PER PLAN | 2 CY | $3,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 9 SY | $50.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 9 SY | $25.00 |
| 516E31000 JOINT SEALER | 64 FT | $25.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 16 SF | $150 |
| 202E98200 REMOVAL MISC.: STRIP SEAL | 64 FT | $20.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 899 LB | $4.10 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 24 EACH | $20.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 13 SY | $50.00 |
| 514E27700 FIELD PAINTING, MISC.: FIELD PAINTING OF STEEL PIL | 31 SF | $175 |
| 516E31000 JOINT SEALER | 64 FT | $25.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 35 SF | $150 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 44 CY | $150 |
| 202E98200 REMOVAL MISC.: STRIP SEAL | 412 FT | $15.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $9,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 1,282 LB | $4.00 |
| 511E45711 CLASS QC1 CONCRETE, ABUTMENT, AS PER PLAN | 3 CY | $2,800 |
| 601E26000 DUMPED ROCK FILL, TYPE B | 60 CY | $125 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $9,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 971 LB | $4.00 |
| 202E11300 PORTIONS OF STRUCTURE REMOVED | 2 CY | $2,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $9,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 884 LB | $4.10 |
| 511E34411 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN (B | 1 CY | $3,000 |
| 511E50210 CLASS QC1 CONCRETE, SUBSTRUCTURE (BACKWALL REPAIR) | 1 CY | $3,000 |
| 512E33300 TYPE A WATERPROOFING | 1 SY | $400 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 56 CY | $150 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 1,566 LB | $4.00 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 54 CY | $150 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,500 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,000 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,100 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $65,000 | $65k | 8% |
| 514E27700 FIELD PAINTING, MISC.: FIELD PAINTING OF STEEL PIL | 445 SF | $125 | $56k | 7% |
| 511E43211 CLASS QC1 CONCRETE, PIER, AS PER PLAN | 17 CY | $2,500 | $43k | 5% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $40,000 | $40k | 5% |
| 514E27700 FIELD PAINTING, MISC.: FIELD PAINTING OF STEEL PIL | 288 SF | $125 | $36k | 5% |
| 511E43211 CLASS QC1 CONCRETE, PIER, AS PER PLAN | 16 CY | $2,200 | $35k | 4% |
| 511E43211 CLASS QC1 CONCRETE, PIER, AS PER PLAN | 14 CY | $2,500 | $35k | 4% |
| 511E43211 CLASS QC1 CONCRETE, PIER, AS PER PLAN | 13 CY | $2,500 | $33k | 4% |
| 601E27000 DUMPED ROCK FILL, TYPE C | 278 CY | $105 | $29k | 4% |
| 511E43211 CLASS QC1 CONCRETE, PIER, AS PER PLAN | 10 CY | $2,600 | $26k | 3% |