CUY-IR 71-10.07 SW Replace
CUY County
Bid dateThursday, January 29—
Awarded toRUHLIN COMPANY$11.0M
Civil-rights goals
Published by ODOTon this contract’s Proposal PDF · SBE Goal: 10.0%
- 10.0%EDGE / SBE GoalEDGE = Encouraging Diversity, Growth & Equity — Ohio state-level program for certified businesses owned by economically disadvantaged individuals. Renamed Small Business Enterprise (SBE) in 2025+. Stacks alongside the federal DBE goal.
Project scope
Bid form · ODOT
- Structures / Bridge22%
- Guardrail & Barrier11%
- Signals & Lighting11%
- Maintaining Traffic11%
- Earthwork7%
- Drainage7%
- Other31%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 513E10300 STRUCTURAL STEEL MEMBERS, LEVEL 5 | 771,146 LB | $2.76 | $2.13M | 19% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $745,000 | $745k | 7% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 564 CY | $1,200 | $677k | 6% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 287,336 LB | $2.3 | $661k | 6% |
| 624E10000 MOBILIZATION Section 10 - INCIDENTALS - Totals Awd $1,621,000.00 2 $2,108,500.00 3 $1,977,000.00 | 1 LS | $548,000 | $548k | 5% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $500,000 | $500k | 5% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 31,400 SF | $12.75 | $400k | 4% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 6,705 FT | $52 | $349k | 3% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 34,727 SF | $10 | $347k | 3% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $300,000 | $300k | 3% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 129 more items below.
Rank 1Ruhlin Company$11.0MRank 2Beaver Excavating Company$13.3MRank 3Great Lakes Construction CO$13.3M
| Item | Quantity | R1Ruhlin Company | R2Beaver Excavating Company | R3Great Lakes Construction CO | % of bid |
|---|---|---|---|---|---|
| 513E10300 STRUCTURAL STEEL MEMBERS, LEVEL 5 | 771,146 LB | $2.76 | $3.29 | $3.10 | 25% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $745,000 | $1,100,000 | $900,000 | 9% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 564 CY | $1,200 | $1,250 | $1,525 | 8% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 287,336 LB | $2.30 | $2.02 | $2.20 | 8% |
| 624E10000 MOBILIZATION Section 10 - INCIDENTALS - Totals Awd $1,621,000.00 2 $2,108,500.00 3 $1,977,000.00 | 1 LS | $548,000 | $650,000 | $665,500 | 6% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $500,000 | $625,000 | $1,170,000 | 6% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 31,400 SF | $12.75 | $12.75 | $12.75 | 5% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 6,705 FT | $52.00 | $43.00 | $50.00 | 4% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 34,727 SF | $10.00 | $10.00 | $10.00 | 4% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $300,000 | $1,110,000 | $749,350 | 3% |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 253 CY | $1,100 | $900 | $1,275 | 3% |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 177 CY | $1,500 | $1,525 | $2,000 | 3% |
| 451E14010 9" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 1,920 SY | $125 | $120 | $140 | 3% |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 422 CY | $500 | $495 | $650 | 2% |
| 503E21100 UNCLASSIFIED EXCAVATION | 1,540 CY | $125 | $200 | $65.00 | 2% |
| 526E30010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 327 SY | $525 | $520 | $525 | 2% |
| 619E16021 FIELD OFFICE, TYPE C, AS PER PLAN | 36 MNTH | $4,250 | $4,750 | $6,250 | 2% |
| 614E23130 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 873 | 30,442 FT | $4.91 | $4.91 | $4.62 | 2% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 153 FT | $900 | $785 | $900 | 2% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 137 CY | $950 | $1,150 | $950 | 2% |
Show all 149 line items
| Item | Quantity | R1Ruhlin Company | R2Beaver Excavating Company | R3Great Lakes Construction CO |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $50,000 | $65,000 | $65,125 |
| 202E23000 PAVEMENT REMOVED | 1,642 SY | $25.00 | $30.00 | $24.50 |
| 202E30701 CONCRETE BARRIER REMOVED, AS PER PLAN | 500 FT | $30.00 | $30.00 | $50.00 |
| 202E38000 GUARDRAIL REMOVED | 1,179 FT | $2.40 | $2.40 | $3.00 |
| 202E42206 ANCHOR ASSEMBLY REMOVED | 3 EACH | $145 | $145 | $200 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 5 EACH | $75.00 | $75.00 | $200 |
| 203E10000 EXCAVATION | 4,494 CY | $18.00 | $23.50 | $19.00 |
| 203E20000 EMBANKMENT | 3,826 CY | $15.00 | $28.00 | $10.00 |
| 204E10000 SUBGRADE COMPACTION | 2,644 SY | $5.00 | $5.00 | $2.75 |
| 204E13000 EXCAVATION OF SUBGRADE | 100 CY | $40.00 | $28.00 | $70.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 100 CY | $70.00 | $70.00 | $85.00 |
| 204E45000 PROOF ROLLING | 5 HOUR | $500 | $1,150 | $300 |
| 204E50000 GEOTEXTILE FABRIC | 300 SY | $2.00 | $2.50 | $2.50 |
| 209E15001 RESHAPING UNDER GUARDRAIL, AS PER PLAN | 9 STA | $95.00 | $780 | $65.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 950 FT | $22.40 | $22.40 | $22.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 2 EACH | $2,920 | $2,920 | $2,650 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,360 | $1,360 | $1,450 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 3 EACH | $2,840 | $2,840 | $2,475 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $580 | $580 | $750 |
| 622E10161 CONCRETE BARRIER, SINGLE SLOPE, TYPE D, AS PER PLA | 360 FT | $190 | $235 | $315 |
| 622E25050 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 2 EACH | $3,200 | $4,400 | $7,500 |
| 622E90000 BARRIER, MISC.: CONCRETE BARRIER, TYPE B50 Section 1 - ROADWAY - Totals Awd $443,106.60 2 $576,736.60 3 $526,218.00 | 180 FT | $300 | $350 | $425 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $400 | $100 | $400 |
| 659E00300 TOPSOIL | 248 CY | $57.00 | $40.00 | $57.00 |
| 659E10000 SEEDING AND MULCHING | 2,233 SY | $1.30 | $2.85 | $1.30 |
| 659E14000 REPAIR SEEDING AND MULCHING | 112 SY | $3.00 | $3.00 | $3.00 |
| 659E15000 INTER-SEEDING | 112 SY | $0.75 | $0.75 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.31 TON | $1,500 | $900 | $1,500 |
| 659E31000 LIME | 0.46 ACRE | $5.00 | $5.00 | $1.00 |
| 659E35000 WATER | 12.1 MGAL | $0.50 | $0.50 | $1.00 |
| 659E40000 MOWING | 15 MSF | $10.00 | $25.00 | $1.00 |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $28,882.25 2 $27,566.40 3 $28,779.46 | 10,000 EACH | $1.00 | $1.00 | $1.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 0.25 CY | $3,500 | $8,700 | $4,200 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 34 SY | $65.00 | $98.00 | $130 |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 1,069 FT | $25.00 | $27.00 | $23.50 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 40 FT | $25.00 | $45.00 | $40.00 |
| 611E06700 15" CONDUIT, TYPE F | 43 FT | $200 | $145 | $155 |
| 611E98180 CATCH BASIN, NO. 3A | 1 EACH | $6,250 | $4,500 | $6,050 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET Section 3 - DRAINAGE - Totals Awd $47,660.00 2 $49,105.00 3 $46,906.50 | 4 EACH | $500 | $550 | $500 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" DEPTH | 1,667 SY | $14.00 | $29.00 | $14.00 |
| 304E20000 AGGREGATE BASE | 480 CY | $95.00 | $90.00 | $115 |
| 407E20000 NON-TRACKING TACK COAT | 147 GAL | $4.00 | $5.00 | $4.00 |
| 441E70801 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (25 CY | $575 | $1,564 | $575 |
| 442E22101 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 82 CY | $765 | $2,061 | $765 |
| 609E24510 CURB, TYPE 4-C | 26 FT | $50.00 | $65.00 | $92.00 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 1.14 MILE | $6,000 | $6,000 | $6,000 |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 70 CY | $615 | $276 | $615 |
| 442E20200 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE Section 4 - PAVEMENT - Totals Awd $447,341.00 2 $571,118.00 3 $486,833.00 | 14 CY | $680 | $892 | $680 |
| 625E00450 CONNECTION, FUSED PULL APART | 10 EACH | $225 | $120 | $120 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 15 EACH | $185 | $120 | $120 |
| 625E10490 LIGHT POLE, CONVENTIONAL, DESIGN A15B40 | 2 EACH | $3,700 | $3,000 | $3,000 |
| 625E10490 LIGHT POLE, CONVENTIONAL, DESIGN AT15B40 | 3 EACH | $4,700 | $3,800 | $3,800 |
| 625E10614 LIGHT POLE ANCHOR BOLTS ON STRUCTURE | 2 EACH | $865 | $600 | $600 |
| 625E14000 LIGHT POLE FOUNDATION, 24" X 6' DEEP | 3 EACH | $2,100 | $3,800 | $3,800 |
| 625E18200 BRACKET ARM, 15' | 5 EACH | $1,200 | $1,100 | $1,100 |
| 625E23302 NO. 6 AWG 2400 VOLT DISTRIBUTION CABLE | 3,834 FT | $2.00 | $3.50 | $3.50 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 750 FT | $2.00 | $2.50 | $2.50 |
| 625E25400 CONDUIT, 2", 725.04 | 668 FT | $30.00 | $21.00 | $21.00 |
| 625E25402 CONDUIT, 2", 725.05 | 580 FT | $14.00 | $12.00 | $12.00 |
| 625E26252 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), TYPE I | 5 EACH | $500 | $600 | $600 |
| 625E29002 TRENCH, 24" DEEP | 768 FT | $15.00 | $10.00 | $10.00 |
| 625E29900 JUNCTION BOX, HL-30.31 | 2 EACH | $3,500 | $3,451 | $3,451 |
| 625E30700 PULL BOX, 725.08, 18" | 3 EACH | $1,700 | $1,250 | $1,250 |
| 625E31510 PULL BOX REMOVED | 2 EACH | $375 | $250 | $250 |
| 625E32000 GROUND ROD | 5 EACH | $300 | $300 | $300 |
| 625E36010 UNDERGROUND WARNING MARKING TAPE | 768 FT | $2.00 | $3.00 | $3.00 |
| 625E39520 PULL BOX CLEANED | 1 EACH | $250 | $50.00 | $50.00 |
| 625E75400 LIGHT POLE REMOVED | 5 EACH | $400 | $390 | $390 |
| 625E75500 LIGHT POLE FOUNDATION REMOVED | 3 EACH | $350 | $194 | $194 |
| 625E29920 STRUCTURE JUNCTION BOX | 2 EACH | $4,350 | $3,200 | $3,200 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING Section 5 - LIGHTING - Totals Awd $131,289.00 2 $125,400.00 3 $125,400.00 | 1 LS | $11,500 | $16,000 | $16,000 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, (BI-DIRECTIONAL) | 29 EACH | $12.60 | $12.60 | $13.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 40 FT | $27.77 | $27.77 | $8.35 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 29 FT | $29.86 | $29.86 | $10.50 |
| 630E80100 SIGN, FLAT SHEET | 35 SF | $31.95 | $31.95 | $19.50 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 5 EACH | $38.26 | $38.26 | $28.00 |
| 646E10010 EDGE LINE, 6" | 0.38 MILE | $10,270 | $10,270 | $10,270 |
| 646E10310 CHANNELIZING LINE, 12" | 123 FT | $4.25 | $4.25 | $4.25 |
| 646E10620 CHEVRON MARKING | 715 FT | $16.30 | $16.30 | $16.30 |
| 807E12010 WET REFLECTIVE EPOXY PAVEMENT MARKING, EDGE LINE, | 1.21 MILE | $9,610 | $9,610 | $9,610 |
| 807E12110 WET REFLECTIVE EPOXY PAVEMENT MARKING, LANE LINE, | 1.23 MILE | $3,540 | $3,540 | $3,540 |
| 807E12310 WET REFLECTIVE EPOXY PAVEMENT MARKING, CHANNELIZIN | 1,738 FT | $2.75 | $2.75 | $2.75 |
| 807E12430 WET REFLECTIVE EPOXY PAVEMENT MARKING, DOTTED LINE | 633 FT | $2.70 | $2.70 | $2.70 |
| 621E00100 RPM | 97 EACH | $155 | $95.00 | $155 |
| 646E10110 LANE LINE, 6" Section 6 - TRAFFIC CONTROL - Totals Awd $64,418.94 2 $58,628.04 3 $62,605.25 | 0.31 MILE | $23,260 | $23,260 | $23,260 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 160 HOUR | $100 | $85.00 | $100 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,828 | $1,828 | $2,050 |
| 614E12420 DETOUR SIGNING | 1 LS | $20,251 | $50,000 | $15,500 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 6 EACH | $255 | $255 | $150 |
| 614E12500 REPLACEMENT SIGN | 12 EACH | $239 | $239 | $180 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 1,706 EACH | $22.00 | $40.00 | $32.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 30 SNMT | $951 | $1,100 | $750 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 1.44 MILE | $5,445 | $5,445 | $5,445 |
| 614E22326 WORK ZONE EDGE LINE, CLASS I, 6", 873 | 4.67 MILE | $13,609 | $13,609 | $12,225 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 986 FT | $1.00 | $1.00 | $1.00 |
| 616E10000 WATER | 5 MGAL | $150 | $184 | $63.37 |
| 616E20000 CALCIUM CHLORIDE | 0.5 TON | $1,000 | $2,075 | $363 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 7,118 FT | $14.00 | $25.00 | $26.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 900 FT | $22.00 | $34.00 | $37.00 |
| 614E22056 WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 2.34 MILE | $2,615 | $2,615 | $2,615 |
| 614E23110 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 807 PAI Section 7 - MAINTENANCE OF TRAFFIC - Totals Awd $502,278.13 2 $654,613.49 3 $592,089.20 | 15,221 FT | $2.00 | $2.00 | $2.00 |
| 202E22900 APPROACH SLAB REMOVED | 87 SY | $50.00 | $52.00 | $75.00 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $110,000 | $225,000 | $255,000 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 6,100 FT | $20.00 | $30.00 | $28.00 |
| 507E92201 PREBORED HOLES, AS PER PLAN | 555 FT | $60.00 | $80.00 | $65.00 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 14,644 FT | $1.73 | $1.76 | $1.60 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,647 SY | $38.00 | $28.00 | $35.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 70 SY | $50.00 | $22.00 | $30.00 |
| 512E33000 TYPE 2 WATERPROOFING | 91 SY | $45.00 | $35.00 | $30.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 9,048 EACH | $5.00 | $4.10 | $4.10 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 34,727 SF | $2.50 | $2.50 | $2.50 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $3,000 | $1,900 | $2,400 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $3,500 | $2,200 | $3,000 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $3,300 | $2,100 | $2,750 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $3,500 | $2,300 | $2,850 |
| 518E20000 PREFABRICATED GEOCOMPOSITE DRAIN | 226 SY | $40.00 | $25.00 | $40.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 202 FT | $22.00 | $21.00 | $15.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 98 FT | $36.00 | $20.00 | $25.00 |
| 526E90010 TYPE A INSTALLATION | 154 FT | $200 | $240 | $260 |
| 601E20000 CRUSHED AGGREGATE SLOPE PROTECTION | 656 SY | $50.00 | $46.00 | $48.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC Section 8 - STRUCTURE OVER 20 FOOT SPAN (SFN 1814258 - Totals Awd $7,031,925.38 2 $8,461,024.80 3 $8,828,199.50 | 38 CY | $150 | $150 | $165 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 31,400 SF | $2.65 | $2.65 | $2.65 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 31,900 SF | $2.50 | $2.50 | $2.50 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 31,900 SF | $2.60 | $2.60 | $2.60 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 29 MNHR | $45.85 | $45.85 | $45.85 |
| 514E10000 FINAL INSPECTION REPAIR Section 9 - STRUCTURE OVER 20 FOOT SPAN (SFN 1814249 - Totals Awd $653,879.65 2 $653,879.65 3 $653,879.65 | 21 EACH | $300 | $300 | $300 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $65,000 | $95,000 | $100,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $5,000 | $7,500 | $1,500 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $105,000 | $85,000 | $85,000 |
Project details
- Description
- CUY-IR 71-10.07 SW Replace
- Type of work
- Bridge
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 →