Med-SR 252-03.95
Medina County · est $2.5M
Bid dateThursday, October 13—
Medina County · est $2.5M
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 · 70 more items below.
| Item | Quantity | R1Black Horse Bridge Construction INC | R2Ruhlin Company | R3J D Williamson Construction CO INC | R4Great Lakes Construction CO | R5Independence Excavating INC | % of bid |
|---|---|---|---|---|---|---|---|
| 513E10261 STRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN | 189,264 LB | $2.25 | $2.41 | $2.22 | $2.15 | $3.15 | 25% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 240 CY | $850 | $955 | $705 | $1,100 | $1,600 | 12% |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 92,327 LB | $1.60 | $1.95 | $1.55 | $1.75 | $2.30 | 9% |
| Item | Quantity | R1Black Horse Bridge Construction INC | R2Ruhlin Company | R3J D Williamson Construction CO INC | R4Great Lakes Construction CO | R5Independence Excavating INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $9,600 | $40,000 | $25,000 | $25,500 | $15,000 |
| 202E23000 PAVEMENT REMOVED | 513 SY | $9.00 | $17.50 | $7.75 | $19.00 | $24.00 |
| 202E23500 WEARING COURSE REMOVED | 67 SY | $15.00 | $40.00 | $12.00 | $21.00 | $10.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER |
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 →
| 624E10000 MOBILIZATION |
| 1 LS |
| $125,000 |
| $100,000 |
| $100,000 |
| $100,000 |
| $55,000 |
| 7% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $90,000 | $85,000 | $165,000 | $286,000 | $204,500 | 5% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 9,130 SF | $8.50 | $8.50 | $19.00 | $8.50 | $10.75 | 5% |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 9,130 SF | $8.50 | $8.50 | $5.75 | $8.50 | $9.75 | 5% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 105 CY | $525 | $650 | $500 | $900 | $950 | 3% |
| 526E15011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 155 SY | $310 | $300 | $330 | $410 | $450 | 3% |
| 524E94802 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK | 78 FT | $600 | $210 | $520 | $500 | $555 | 3% |
| 530E00200 SPECIAL - STRUCTURES: TEMPORARY UTILITY SUPPORT ST | 1 LS | $46,800 | $30,000 | $183,000 | $77,350 | $80,000 | 3% |
| 524E94804 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK | 72 FT | $640 | $757 | $525 | $720 | $560 | 3% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 70 CY | $625 | $632 | $810 | $820 | $1,400 | 3% |
| 503E21100 UNCLASSIFIED EXCAVATION | 641 CY | $65.00 | $117 | $70.00 | $135 | $71.00 | 2% |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 80 FT | $510 | $630 | $410 | $615 | $460 | 2% |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 50 CY | $775 | $2,000 | $875 | $1,850 | $2,185 | 2% |
| 611E99920 DRAINAGE STRUCTURE, MISC.: SANITARY SEWER BYPASS P | 1 LS | $38,500 | $14,000 | $65,000 | $173,000 | $20,000 | 2% |
| 838E20701 GABIONS, AS PER PLAN | 65 CY | $500 | $500 | $425 | $650 | $730 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 96 CY | $295 | $295 | $295 | $295 | $302 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $25,000 | $107,000 | $170,000 | $170,700 | $100 | 1% |
| 142 FT |
| $40.00 |
| $50.00 |
| $16.00 |
| $85.00 |
| $35.00 |
| 202E38000 GUARDRAIL REMOVED | 400 FT | $2.00 | $1.80 | $1.80 | $5.00 | $2.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 4 EACH | $325 | $135 | $140 | $250 | $140 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $250 | $55.00 | $55.00 | $250 | $55.00 |
| 202E58000 MANHOLE REMOVED | 2 EACH | $1,100 | $800 | $1,000 | $1,700 | $950 |
| 202E98100 REMOVAL MISC.: PIPE EXPANSION JOINT | 2 EACH | $150 | $13,000 | $600 | $500 | $430 |
| 203E10000 EXCAVATION | 415 CY | $12.00 | $41.00 | $19.00 | $27.00 | $23.00 |
| 203E20000 EMBANKMENT | 341 CY | $19.00 | $42.00 | $14.75 | $16.00 | $35.00 |
| 204E10000 SUBGRADE COMPACTION | 603 SY | $3.00 | $6.00 | $6.00 | $2.00 | $8.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 201 CY | $34.00 | $52.00 | $18.00 | $57.00 | $49.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 201 CY | $76.00 | $95.00 | $50.00 | $70.00 | $113 |
| 204E45000 PROOF ROLLING | 2 HOUR | $175 | $350 | $300 | $350 | $191 |
| 204E50000 GEOTEXTILE FABRIC | 603 SY | $3.00 | $2.75 | $2.00 | $3.00 | $1.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 3 STA | $50.00 | $50.00 | $50.00 | $300 | $52.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 512.5 FT | $20.80 | $20.80 | $21.00 | $28.00 | $22.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 4 EACH | $2,880 | $2,880 | $2,900 | $2,125 | $3,001 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,640 | $2,640 | $2,700 | $1,950 | $2,750 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 7 SY | $140 | $180 | $120 | $115 | $206 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 40 SY | $100 | $140 | $85.00 | $100 | $145 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 160 CY | $95.00 | $190 | $160 | $130 | $53.00 |
| 659E00300 TOPSOIL | 45 CY | $90.00 | $100 | $50.00 | $78.00 | $61.00 |
| 659E00530 SEEDING AND MULCHING, CLASS 3B | 407 SY | $3.00 | $7.50 | $2.75 | $2.00 | $9.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $328 | $600 | $275 | $400 | $1,360 |
| 304E20000 AGGREGATE BASE | 94 CY | $88.00 | $122 | $85.00 | $130 | $135 |
| 407E10000 TACK COAT | 41 GAL | $3.00 | $3.00 | $3.00 | $3.00 | $3.00 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 31 CY | $405 | $405 | $405 | $405 | $417 |
| 609E24510 CURB, TYPE 4-C | 61 FT | $46.00 | $67.00 | $38.00 | $80.00 | $81.00 |
| 611E04401 12" CONDUIT, TYPE B, AS PER PLAN, 748.01 | 115 FT | $150 | $195 | $130 | $215 | $156 |
| 611E04401 12" CONDUIT, TYPE B, AS PER PLAN, 748.02 | 10 FT | $580 | $1,125 | $650 | $1,100 | $862 |
| 611E04401 12" CONDUIT, TYPE B, AS PER PLAN, 748.06, UNGALVAN | 21 FT | $375 | $374 | $400 | $650 | $359 |
| 611E97200 CONDUIT, MISC.: EXPANSION JOINT | 2 EACH | $4,200 | $6,400 | $1,500 | $2,650 | $2,015 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN | 2 EACH | $12,000 | $10,000 | $7,500 | $13,500 | $13,000 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 4 EACH | $60.00 | $60.00 | $60.00 | $50.00 | $26.00 |
| 621E00100 RPM | 5 EACH | $545 | $625 | $545 | $300 | $645 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 4 EACH | $11.00 | $11.00 | $11.00 | $10.00 | $11.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 13 EACH | $12.00 | $12.00 | $12.00 | $10.00 | $12.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 30 FT | $22.50 | $22.50 | $22.50 | $6.65 | $23.00 |
| 630E80100 SIGN, FLAT SHEET | 4 SF | $25.00 | $25.00 | $25.00 | $18.65 | $25.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 3 EACH | $10.00 | $10.00 | $10.00 | $22.45 | $10.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $15.00 | $10.00 | $15.00 | $27.35 | $15.00 |
| 646E10010 EDGE LINE, 6" | 0.14 MILE | $22,000 | $24,775 | $25,000 | $37,500 | $21,630 |
| 646E10200 CENTER LINE | 0.07 MILE | $38,000 | $31,185 | $32,000 | $37,800 | $36,050 |
| 614E12420 DETOUR SIGNING | 1 LS | $8,700 | $9,945 | $12,000 | $6,785 | $10,918 |
| 202E22900 APPROACH SLAB REMOVED | 67 SY | $46.00 | $66.00 | $65.00 | $52.00 | $36.00 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 6,988 FT | $2.25 | $2.43 | $2.00 | $2.20 | $2.60 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $4,500 | $5,500 | $2,000 | $4,000 | $3,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 655 SY | $30.00 | $20.00 | $28.00 | $24.50 | $20.00 |
| 512E44400 TYPE B WATERPROOFING | 17 SY | $60.00 | $45.00 | $100 | $80.00 | $296 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 3,504 EACH | $7.00 | $5.00 | $5.00 | $5.00 | $6.00 |
| 514E10000 FINAL INSPECTION REPAIR | 8 EACH | $300 | $300 | $1.00 | $300 | $80.00 |
| 514E27700 FIELD PAINTING, MISC.: EXISTING SANITARY PIPE | 138 SF | $100 | $100 | $205 | $100 | $575 |
| 514E27700 FIELD PAINTING, MISC.: NEW SANITARY PIPE | 33 SF | $100 | $100 | $155 | $100 | $375 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 73 FT | $42.00 | $62.00 | $40.00 | $80.00 | $75.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 19 SF | $10.00 | $7.00 | $6.50 | $18.00 | $2.50 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 54 SF | $12.00 | $11.00 | $8.50 | $19.00 | $5.50 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 84 FT | $28.00 | $70.00 | $40.00 | $50.00 | $84.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $1,650 | $2,000 | $1,600 | $1,750 | $4,000 |
| 516E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $1,900 | $2,000 | $1,800 | $1,950 | $3,400 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 66 CY | $110 | $106 | $105 | $155 | $134 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 129 FT | $11.00 | $30.00 | $18.00 | $14.00 | $19.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $13.00 | $20.00 | $20.00 | $28.00 | $21.00 |
| 526E90030 TYPE C INSTALLATION | 73 FT | $286 | $190 | $235 | $310 | $129 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $19,500 | $3,700 | $25,000 | $28,910 | $16,256 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,000 | $35,000 | $8,500 | $21,000 | $5,000 |
| 619E16010 FIELD OFFICE, TYPE B | 12 MNTH | $700 | $2,260 | $1,500 | $3,500 | $6,100 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $12,000 | $20,000 | $20,000 | $20,000 | $8,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 513E10261 STRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN | 189,264 LB | $2.25 | $426k | 20% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 240 CY | $850 | $204k | 10% |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 92,327 LB | $1.6 | $148k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $125,000 | $125k | 6% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $90,000 | $90k | 4% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 9,130 SF | $8.5 | $78k | 4% |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 9,130 SF | $8.5 | $78k | 4% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 105 CY | $525 | $55k | 3% |
| 526E15011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 155 SY | $310 | $48k | 2% |
| 524E94802 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK | 78 FT | $600 | $47k | 2% |