Def-US 127-00.53
Defiance County · est $6.9M
Bid dateThursday, December 1—
Defiance County · est $6.9M
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 · 91 more items below.
| Item | Quantity | R1Miller Bros Const INC | R2Eagle Bridge CO | R3Vernon Nagel INC | % of bid |
|---|---|---|---|---|---|
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 894,000 LB | $2.40 | $2.68 | $2.83 | 38% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $645,000 | $750,000 | $600,000 | 11% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $500,000 | $500,000 | $550,000 | 9% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 556 CY | $800 | $600 | $1,000 | 8% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 238,482 LB | $1.60 | $1.40 |
| Item | Quantity | R1Miller Bros Const INC | R2Eagle Bridge CO | R3Vernon Nagel INC |
|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 613 SY | $17.00 | $25.00 | $18.00 |
| 202E38000 GUARDRAIL REMOVED | 948 FT | $5.00 | $3.00 | $3.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 4 EACH | $500 | $250 | $500 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $250 | $150 | $250 |
| 203E10000 EXCAVATION | 277 CY | $20.00 | $35.00 | $25.00 |
| 203E20000 EMBANKMENT | 278 CY |
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 →
| $1.60 |
| 7% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200,000 | $200,000 | 4% |
| 511E41011 CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS, AS PER PL | 180 CY | $1,000 | $1,250 | $1,300 | 3% |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 80 FT | $2,130 | $1,500 | $2,200 | 3% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 306 CY | $525 | $650 | $650 | 3% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 2,760 FT | $50.00 | $65.00 | $46.00 | 2% |
| 524E94802 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK | 208 FT | $534 | $825 | $560 | 2% |
| 661E99900 PLANTING, MISC.:1" CALIPER, 3-GALLON CONTAINER TRE | 667 EACH | $165 | $165 | $165 | 2% |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 163 CY | $575 | $400 | $590 | 2% |
| 526E30001 REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER | 236 SY | $335 | $375 | $325 | 1% |
| 524E95000 DRILLED SHAFTS, MISC.:DEMONSTRATION DRILLED SHAFT | 36 FT | $1,995 | $1,250 | $1,800 | 1% |
| 661E99900 PLANTING, MISC.:1-GALLON CONTAINER SHRUB | 2,001 EACH | $31.00 | $31.00 | $31.00 | 1% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 201 CY | $250 | $250 | $275 | 1% |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $50,000 | $45,000 | $30,000 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $50,000 | $75,000 | $65,000 | 1% |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,663 SY | $28.00 | $25.00 | $35.00 | 1% |
| $20.00 |
| $25.00 |
| $25.00 |
| 204E10000 SUBGRADE COMPACTION | 1,660 SY | $1.00 | $6.00 | $1.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 464 CY | $20.00 | $25.00 | $28.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 464 CY | $50.00 | $60.00 | $65.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $125 | $125 | $200 |
| 204E50000 GEOTEXTILE FABRIC | 22 SY | $20.00 | $2.00 | $1.50 |
| 209E15001 RESHAPING UNDER GUARDRAIL, AS PER PLAN | 11 STA | $125 | $125 | $125 |
| 606E15101 GUARDRAIL, TYPE MGS WITH LONG POSTS, AS PER PLAN | 425 FT | $39.00 | $39.00 | $39.00 |
| 606E26000 ANCHOR ASSEMBLY, TYPE B | 2 EACH | $2,450 | $2,450 | $2,450 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 2 EACH | $2,450 | $2,450 | $2,450 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 4 EACH | $1,900 | $1,900 | $1,900 |
| 609E24510 CURB, TYPE 4-C | 52 FT | $40.00 | $55.00 | $45.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $125 | $125 | $88.00 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 346 SY | $50.00 | $35.00 | $70.00 |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 510 CY | $72.00 | $70.00 | $110 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $60.00 | $60.00 | $60.00 |
| 659E00300 TOPSOIL | 198 CY | $40.00 | $10.00 | $25.00 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 1,589 SY | $2.10 | $3.00 | $2.00 |
| 659E00580 SEEDING AND MULCHING, CLASS 5B | 194 SY | $5.20 | $5.20 | $5.20 |
| 659E14000 REPAIR SEEDING AND MULCHING | 89 SY | $2.10 | $2.10 | $2.10 |
| 659E15000 INTER-SEEDING | 89 SY | $1.50 | $1.50 | $1.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.26 TON | $800 | $800 | $800 |
| 659E31000 LIME | 0.37 ACRE | $35.00 | $35.00 | $35.00 |
| 659E35000 WATER | 10 MGAL | $1.00 | $1.00 | $1.00 |
| 659E40000 MOWING | 4 MSF | $10.00 | $10.00 | $10.00 |
| 660E25000 SODDING STAKED | 202 SY | $7.00 | $7.00 | $7.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,475 | $1,750 | $1,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $8,760 | $17,500 | $2,800 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $15,250 | $16,500 | $16,000 |
| 832E30000 EROSION CONTROL | 20,000 EACH | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.4 CY | $2,000 | $4,000 | $6,500 |
| 605E11100 6" SHALLOW PIPE UNDERDRAINS | 236 FT | $24.00 | $15.00 | $18.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 21 FT | $36.00 | $20.00 | $18.00 |
| 611E04900 12" CONDUIT, TYPE D | 29 FT | $80.00 | $60.00 | $65.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $260 | $275 | $300 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3") | 159 SY | $20.00 | $20.00 | $20.00 |
| 304E20000 AGGREGATE BASE | 476 CY | $60.00 | $100 | $70.00 |
| 407E10000 TACK COAT | 108 GAL | $3.67 | $3.67 | $1.00 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 78 CY | $380 | $380 | $400 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 52 FT | $12.00 | $12.00 | $12.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 52 FT | $12.00 | $12.00 | $12.00 |
| 630E79605 SIGN SUPPORT ASSEMBLY, BRIDGE MOUNTED, TYPE 2, AS | 2 EACH | $2,000 | $2,000 | $2,000 |
| 630E80100 SIGN, FLAT SHEET | 56.5 SF | $24.00 | $24.00 | $24.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 5 EACH | $25.00 | $25.00 | $25.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 5 EACH | $25.00 | $25.00 | $25.00 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 0.32 MILE | $3,000 | $3,000 | $3,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.16 MILE | $6,000 | $6,000 | $6,000 |
| 662E31000 LANDSCAPE WATERING | 18,009 GAL | $1.00 | $1.00 | $1.00 |
| 614E12500 REPLACEMENT SIGN | 2 EACH | $250 | $200 | $250 |
| 614E18000 MAINTAINING TRAFFIC, MISC.:REPLACEMENT BUOY | 5 EACH | $650 | $465 | $350 |
| 614E18000 MAINTAINING TRAFFIC, MISC.:SIGN PLATFORM | 2 EACH | $4,200 | $2,950 | $250 |
| 614E18002 MAINTAINING TRAFFIC, MISC.:FLOATING SIGNS AND BUOY | 1 LS | $6,500 | $6,500 | $20,000 |
| 202E22900 APPROACH SLAB REMOVED | 198 SY | $35.00 | $40.00 | $50.00 |
| 202E23500 WEARING COURSE REMOVED | 2,111 SY | $0.10 | $0.01 | $5.00 |
| 203E10000 EXCAVATION | 252 CY | $20.00 | $14.00 | $25.00 |
| 203E20000 EMBANKMENT | 330 CY | $20.00 | $18.00 | $25.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 78 CY | $65.00 | $75.00 | $65.00 |
| 204E50000 GEOTEXTILE FABRIC | 694 SY | $1.75 | $2.50 | $1.50 |
| 503E21100 UNCLASSIFIED EXCAVATION | 245 CY | $90.00 | $65.00 | $25.00 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $25,000 | $25,000 | $70,000 |
| 507E00250 STEEL PILES HP12X53, DRIVEN | 2,415 FT | $5.00 | $5.00 | $3.00 |
| 507E93300 STEEL POINTS OR SHOES | 69 EACH | $130 | $150 | $125 |
| 509E30030 NO. 5 DEFORMED GFRP REINFORCEMENT | 4,116 FT | $2.65 | $2.00 | $3.19 |
| 509E30040 NO. 6 DEFORMED GFRP REINFORCEMENT | 7,592 FT | $3.00 | $2.50 | $3.25 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $2,800 | $4,500 | $3,500 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 8,430 EACH | $4.85 | $4.75 | $4.75 |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 46 FT | $520 | $575 | $650 |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 46 FT | $650 | $675 | $550 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 17 SF | $6.00 | $10.00 | $12.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 141 SF | $7.50 | $13.00 | $8.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 131 FT | $28.00 | $35.00 | $35.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $3,000 | $2,250 | $2,000 |
| 516E44400 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $2,000 | $3,000 | $3,000 |
| 518E12200 SCUPPERS, INCLUDING SUPPORTS | 4 EACH | $2,975 | $3,500 | $3,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 119 CY | $95.00 | $115 | $100 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 190 FT | $9.00 | $12.00 | $10.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 70 FT | $18.00 | $18.00 | $10.00 |
| 523E20000 DYNAMIC LOAD TESTING | 1 EACH | $4,000 | $4,000 | $3,500 |
| 524E95100 DRILLED SHAFTS, MISC.:THERMAL INTEGRITY PROFILER ( | 3 EACH | $5,500 | $4,500 | $2,600 |
| 526E90031 TYPE C INSTALLATION, AS PER PLAN | 100 FT | $215 | $270 | $175 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 45 SY | $60.00 | $75.00 | $75.00 |
| 840E23000 SELECT GRANULAR BACKFILL | 484 CY | $52.00 | $70.00 | $85.00 |
| 863E00100 GEOGRID, TYPE P1 | 2,614 SY | $2.65 | $3.25 | $3.25 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $17,500 | $20,000 | $13,600 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,500 | $35,000 | $18,000 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $1,500 | $7,500 | $1,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 894,000 LB | $2.4 | $2.15M | 33% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $645,000 | $645k | 10% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $500,000 | $500k | 8% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 556 CY | $800 | $445k | 7% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 238,482 LB | $1.6 | $382k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 3% |
| 511E41011 CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS, AS PER PL | 180 CY | $1,000 | $180k | 3% |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 80 FT | $2,130 | $170k | 3% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 306 CY | $525 | $161k | 2% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 2,760 FT | $50 | $138k | 2% |