Mia-/She-SR 66-02.26/04.27
Miami County · est $0.6M
Bid dateThursday, July 12—
Miami County · est $0.6M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 10.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 59 more items below.
| Item | Quantity | R1Complete General Construction Company | R2Brumbaugh Construction INC | R3Eagle Bridge CO | % of bid |
|---|---|---|---|---|---|
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 1 EACH | $45,000 | $35,000 | $36,500 | 10% |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 30 CY | $1,400 | $1,900 | $1,750 | 9% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $35,000 | $35,000 | $50,000 | 8% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 189 FT | $175 | $150 | $200 | 7% |
| 844E10001 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION, | 258 SF | $125 |
| Item | Quantity | R1Complete General Construction Company | R2Brumbaugh Construction INC | R3Eagle Bridge CO |
|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 144 SY | $17.50 | $9.00 | $13.00 |
| 202E38000 GUARDRAIL REMOVED | 556 FT | $1.60 | $4.20 | $1.60 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 2 EACH | $225 | $315 | $226 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 4 EACH | $95.00 | $240 | $95.22 |
| 202E75000 FENCE REMOVED | 10 FT | $3.66 | $8.50 | $3.67 |
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 →
| $150 |
| $110 |
| 7% |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 55 SY | $550 | $235 | $320 | 7% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 239 FT | $105 | $190 | $143 | 6% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 504 SY | $40.00 | $58.00 | $50.00 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $20,000 | $40,000 | $20,000 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $38,487 | $20,000 | 4% |
| 504E11101 STEEL SHEET PILING LEFT IN PLACE, AS PER PLAN | 644 SF | $30.00 | $60.00 | $50.00 | 4% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 84 FT | $200 | $165 | $185 | 4% |
| 512E33010 TYPE 3 WATERPROOFING | 549 SY | $30.00 | $34.00 | $35.00 | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $15,000 | $3,200 | $9,000 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $15,000 | $15,000 | $34,000 | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 51 CY | $274 | $300 | $275 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 9,188 LB | $1.50 | $1.50 | $1.25 | 3% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $12,000 | $10,000 | $20,000 | 3% |
| 441E50201 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (38 CY | $274 | $300 | $275 | 2% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $10,000 | $6,200 | $20,000 | 2% |
| 151 SY |
| $9.50 |
| $1.65 |
| $8.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 111 FT | $19.00 | $18.60 | $19.04 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 275 FT | $22.40 | $21.00 | $22.45 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 2 EACH | $2,130 | $2,300 | $2,135 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $795 | $1,040 | $797 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,020 | $2,030 | $2,025 |
| 607E98000 FENCE, MISC.: SPLIT RAIL FENCE | 91 FT | $22.40 | $26.00 | $22.45 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $300 | $20.00 | $275 |
| 659E00300 TOPSOIL | 305 CY | $20.00 | $22.00 | $10.00 |
| 659E10000 SEEDING AND MULCHING | 2,749 SY | $1.75 | $2.00 | $2.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 137 SY | $1.00 | $1.00 | $1.50 |
| 659E15000 INTER-SEEDING | 137 SY | $0.01 | $1.00 | $1.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.62 TON | $750 | $700 | $1,250 |
| 659E31000 LIME | 0.57 ACRE | $200 | $25.00 | $10.00 |
| 659E35000 WATER | 16 MGAL | $1.00 | $5.00 | $10.00 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" DEPTH | 392 SY | $16.00 | $14.00 | $16.04 |
| 304E20000 AGGREGATE BASE | 28 CY | $90.00 | $98.00 | $100 |
| 407E10000 TACK COAT | 71 GAL | $2.50 | $20.00 | $2.51 |
| 617E10100 COMPACTED AGGREGATE | 2 CY | $125 | $40.00 | $100 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 26 FT | $17.50 | $10.50 | $25.06 |
| 630E80100 SIGN, FLAT SHEET | 12.5 SF | $28.00 | $17.00 | $35.08 |
| 644E00104 EDGE LINE, 6" | 0.08 MILE | $16,625 | $19,700 | $30,000 |
| 644E00300 CENTER LINE | 0.04 MILE | $33,250 | $21,500 | $60,000 |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 4 EACH | $1,800 | $1,900 | $1,804 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 3 CY | $500 | $500 | $500 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 12 EACH | $8.00 | $8.50 | $6.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 12 EACH | $13.00 | $13.75 | $10.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.19 MILE | $11,000 | $11,600 | $10,000 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.04 MILE | $16,965 | $17,900 | $10,000 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT, 4" | 0.4 MILE | $4,700 | $5,000 | $4,711 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT, 4" | 0.08 MILE | $16,820 | $17,700 | $5,500 |
| 614E24200 WORK ZONE DOTTED LINE, CLASS I, 642 PAINT | 103 FT | $0.50 | $0.55 | $1.75 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 50 FT | $2.50 | $2.65 | $8.00 |
| 622E41000 PORTABLE BARRIER, 32" | 560 FT | $16.50 | $18.00 | $15.00 |
| 202E23501 WEARING COURSE REMOVED, AS PER PLAN | 549 SY | $15.00 | $10.50 | $10.00 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 100 LB | $2.50 | $1.00 | $1.25 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 168 EACH | $15.00 | $16.00 | $30.00 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 2 CY | $1,650 | $1,900 | $2,000 |
| 511E81300 CONCRETE, MISC.: EMBEDDED GALVANIC ANODE (EGA) | 172 EACH | $50.00 | $40.00 | $45.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 110 SY | $25.00 | $20.00 | $35.00 |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF | 1,225 LB | $5.50 | $6.50 | $5.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 102 FT | $27.50 | $12.00 | $13.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 276 FT | $14.50 | $14.00 | $12.00 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $9,000 | $2,700 | $2,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $7,000 | $21,000 | $25,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $1,500 | $2,500 | $4,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $5,000 | $9,400 | $12,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 4 SY | $100 | $210 | $150 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 5 SF | $150 | $825 | $450 |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 14 CY | $150 | $130 | $300 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,000 | $11,000 | $9,000 |
| 619E16000 FIELD OFFICE, TYPE A | 6 MNTH | $1,500 | $600 | $1,200 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,000 | $1,500 | $3,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 1 EACH | $45,000 | $45k | 7% |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 30 CY | $1,400 | $42k | 7% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $35,000 | $35k | 6% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 189 FT | $175 | $33k | 5% |
| 844E10001 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION, | 258 SF | $125 | $32k | 5% |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 55 SY | $550 | $30k | 5% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 239 FT | $105 | $25k | 4% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 504 SY | $40 | $20k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $20,000 | $20k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 3% |