Med-SR 94-18.66
Medina County · est $0.8M
Bid dateThursday, October 25—
Medina County · est $0.8M
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 · 45 more items below.
| Item | Quantity | R1Lockhart Concrete CO | R2V O Menuez & Son INC | R3Shelly & Sands INC | R4Dot Construction CORP | R5R & I Construction INC | R6J D Williamson Construction CO INC | R7Armstrong Steel Erectors INC | R8Stanley Miller Construction Company | R9Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 220 CY | $600 | $525 | $699 | $700 | $750 | $800 | $680 | $757 | $750 | 21% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 59,569 LB |
| Item | Quantity | R1Lockhart Concrete CO | R2V O Menuez & Son INC | R3Shelly & Sands INC | R4Dot Construction CORP | R5R & I Construction INC | R6J D Williamson Construction CO INC | R7Armstrong Steel Erectors INC | R8Stanley Miller Construction Company | R9Complete General Construction Company |
|---|---|---|---|---|---|---|---|---|---|---|
| 202E23010 PAVEMENT REMOVED, ASPHALT | 227 SY | $7.00 | $4.57 | $4.10 | $15.00 | $10.00 | $15.00 | $5.00 | $10.00 | $9.00 |
| 202E38000 GUARDRAIL REMOVED | 473 FT | $5.00 |
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 →
| $1.00 |
| $1.20 |
| $1.02 |
| $1.20 |
| $1.43 |
| $1.00 |
| $0.90 |
| $1.10 |
| $1.00 |
| 9% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 200 SY | $275 | $232 | $239 | $250 | $220 | $245 | $275 | $195 | $240 | 9% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $49,000 | $70,495 | $45,500 | $50,000 | $100,000 | $100,000 | $70,000 | $82,778 | $65,000 | 8% |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 484 CY | $100 | $94.75 | $57.00 | $90.00 | $70.00 | $95.00 | $154 | $94.00 | $140 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $39,000 | $7,059 | $6,300 | $10,000 | $6,200 | $3,000 | $6,000 | $7,722 | $7,000 | 6% |
| 507E00750 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 840 FT | $36.00 | $73.47 | $45.00 | $50.00 | $70.00 | $42.00 | $60.00 | $65.56 | $60.00 | 5% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 206 FT | $140 | $13.30 | $144 | $149 | $175 | $160 | $149 | $165 | $175 | 5% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 59 CY | $400 | $600 | $888 | $700 | $600 | $450 | $660 | $543 | $800 | 4% |
| 507E00700 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 780 FT | $30.00 | $22.44 | $37.00 | $5.00 | $5.00 | $46.00 | $16.50 | $17.60 | $35.00 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 92 CY | $240 | $255 | $182 | $245 | $190 | $250 | $175 | $223 | $200 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $19,900 | $26,000 | $20,000 | $40,000 | $43,000 | $20,000 | $20,000 | $54,700 | $20,000 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $19,000 | $2,000 | $15,000 | $5,000 | $2,000 | $20,000 | $43,500 | $16,667 | $25,000 | 3% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 840 FT | $20.35 | $28.74 | $24.00 | $50.00 | $35.00 | $21.00 | $24.00 | $21.66 | $21.00 | 3% |
| 511E42512 CLASS QC1 CONCRETE WITH QC/QA, PIER CAP | 17 CY | $1,000 | $900 | $1,410 | $1,000 | $1,000 | $2,100 | $1,750 | $916 | $1,700 | 3% |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 770 FT | $20.00 | $12.93 | $16.00 | $5.00 | $5.00 | $17.50 | $14.00 | $17.60 | $27.00 | 2% |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 110 FT | $110 | $8.00 | $8.00 | $12.50 | $7.70 | $7.50 | $12.50 | $10.70 | $12.56 | 2% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $10,000 | $2,000 | $24,500 | $10,000 | $20,000 | $12,000 | $17,500 | $22,778 | $10,000 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $9,500 | $4,760 | $15,000 | $10,000 | $3,000 | $10,000 | $5,000 | $44,378 | $5,000 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $9,000 | $2,825 | $950 | $3,000 | $1,000 | $15,000 | $7,500 | $2,078 | $9,500 | 1% |
| $3.00 |
| $2.10 |
| $1.80 |
| $1.00 |
| $2.00 |
| $1.80 |
| $3.00 |
| $1.81 |
| 203E10000 EXCAVATION | 194 CY | $20.00 | $61.53 | $18.50 | $20.00 | $10.00 | $18.50 | $11.00 | $28.00 | $20.00 |
| 203E20000 EMBANKMENT | 17 CY | $20.00 | $61.53 | $13.00 | $40.00 | $10.00 | $25.00 | $55.00 | $57.00 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 654 SY | $2.00 | $2.00 | $2.40 | $2.00 | $1.00 | $5.50 | $4.50 | $1.00 | $9.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 100 FT | $18.00 | $23.00 | $18.25 | $22.40 | $22.00 | $23.00 | $22.40 | $20.00 | $22.51 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE EMASH 2016 | 4 EACH | $2,000 | $2,025 | $2,200 | $1,980 | $2,000 | $2,000 | $1,980 | $2,389 | $1,989 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,100 | $2,025 | $2,100 | $2,050 | $2,000 | $2,100 | $8,200 | $2,223 | $2,060 |
| 659E00300 TOPSOIL | 59 CY | $30.00 | $27.97 | $30.00 | $70.00 | $10.00 | $25.00 | $30.00 | $17.00 | $20.00 |
| 659E10000 SEEDING AND MULCHING | 532 SY | $1.10 | $4.00 | $3.70 | $4.95 | $3.00 | $1.00 | $4.95 | $5.20 | $5.68 |
| 659E14000 REPAIR SEEDING AND MULCHING | 27 SY | $1.10 | $682 | $1.50 | $0.55 | $1.00 | $0.50 | $0.55 | $1.00 | $0.63 |
| 659E15000 INTER-SEEDING | 27 SY | $1.10 | $682 | $1.00 | $0.15 | $1.00 | $0.25 | $0.15 | $1.00 | $0.17 |
| 659E20000 COMMERCIAL FERTILIZER | 0.08 TON | $750 | $650 | $790 | $500 | $500 | $650 | $500 | $600 | $574 |
| 659E31000 LIME | 0.11 ACRE | $500 | $160 | $155 | $120 | $10.00 | $30.00 | $120 | $500 | $138 |
| 659E35000 WATER | 3 MGAL | $50.00 | $1.00 | $1.00 | $1.50 | $1.00 | $2.00 | $1.50 | $1.00 | $1.72 |
| 605E31100 AGGREGATE DRAINS | 60 FT | $10.00 | $11.12 | $15.00 | $20.00 | $10.00 | $12.00 | $35.00 | $29.00 | $20.00 |
| 304E20000 AGGREGATE BASE | 106 CY | $45.00 | $64.25 | $77.00 | $70.00 | $60.00 | $65.00 | $90.00 | $69.00 | $80.00 |
| 407E10000 TACK COAT | 44 GAL | $3.00 | $1.00 | $2.00 | $3.00 | $5.50 | $3.00 | $2.50 | $5.56 | $5.00 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 14 CY | $280 | $405 | $405 | $450 | $315 | $460 | $360 | $395 | $355 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (20 CY | $260 | $410 | $290 | $330 | $261 | $335 | $240 | $362 | $325 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 4 EACH | $35.00 | $75.00 | $72.00 | $75.00 | $50.00 | $75.00 | $75.00 | $80.00 | $75.36 |
| 621E00100 RPM | 3 EACH | $1,900 | $800 | $775 | $695 | $750 | $850 | $695 | $150 | $750 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 12 EACH | $12.00 | $10.50 | $10.25 | $7.30 | $10.00 | $7.50 | $7.30 | $12.00 | $7.33 |
| 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST | 17.5 FT | $12.00 | $13.50 | $13.50 | $14.00 | $13.20 | $9.00 | $14.00 | $13.62 | $14.07 |
| 630E80100 SIGN, FLAT SHEET | 34.6 SF | $15.00 | $11.25 | $11.50 | $22.00 | $11.05 | $10.00 | $22.00 | $21.67 | $22.10 |
| 630E81100 SIGN ERECTED, FLAT SHEET | 34.6 SF | $45.00 | $8.00 | $8.00 | $8.00 | $7.70 | $4.00 | $8.00 | $3.34 | $8.04 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $85.00 | $140 | $135 | $47.00 | $132 | $20.00 | $47.00 | $50.00 | $47.22 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $15.00 | $10.00 | $67.00 | $10.00 | $66.00 | $22.00 | $10.00 | $17.00 | $10.05 |
| 642E00090 EDGE LINE, 4" | 0.08 MILE | $13,000 | $7,000 | $7,000 | $14,035 | $6,860 | $7,000 | $14,035 | $7,623 | $6,860 |
| 642E00290 CENTER LINE | 0.04 MILE | $25,000 | $14,000 | $14,000 | $14,180 | $13,720 | $14,000 | $14,180 | $15,245 | $13,720 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.04 MILE | $30,000 | $19,395 | $25,000 | $34,700 | $100 | $20,000 | $34,700 | $20,000 | $34,700 |
| 616E10000 WATER | 1 MGAL | $50.00 | $5.00 | $30.00 | $1.00 | $1.00 | $5.00 | $500 | $10.00 | $60.00 |
| 202E22900 APPROACH SLAB REMOVED | 112 SY | $20.00 | $19.00 | $22.00 | $25.00 | $20.00 | $25.00 | $45.00 | $38.30 | $65.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $8,900 | $8,000 | $18,000 | $5,000 | $20,000 | $16,000 | $12,500 | $11,978 | $25,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 138 SY | $10.00 | $27.47 | $21.00 | $50.00 | $25.00 | $20.00 | $28.00 | $35.00 | $28.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 60 SF | $1.00 | $10.00 | $8.00 | $10.00 | $4.00 | $3.50 | $4.00 | $0.81 | $8.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 81 SF | $2.00 | $15.00 | $6.00 | $20.00 | $4.00 | $5.50 | $5.00 | $1.53 | $10.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 90 FT | $20.00 | $28.85 | $24.00 | $40.00 | $20.00 | $50.00 | $28.00 | $25.00 | $55.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 65 CY | $45.00 | $80.00 | $90.00 | $80.00 | $50.00 | $85.00 | $120 | $106 | $100 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 192 FT | $7.50 | $12.00 | $15.00 | $20.00 | $10.00 | $9.00 | $16.00 | $11.00 | $16.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 104 FT | $10.00 | $15.00 | $5.00 | $20.00 | $8.00 | $17.00 | $8.50 | $3.30 | $10.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $10.00 | $15.00 | $6.00 | $20.00 | $8.00 | $17.00 | $12.50 | $5.00 | $13.00 |
| 523E20000 DYNAMIC LOAD TESTING | 2 EACH | $1,000 | $475 | $3,400 | $5,000 | $2,500 | $3,500 | $4,000 | $3,695 | $6,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $9,000 | $7,000 | $4,230 | $8,000 | $9,000 | $8,500 | $9,500 | $10,666 | $9,000 |
| 619E16010 FIELD OFFICE, TYPE B | 3 MNTH | $500 | $1,700 | $3,100 | $2,000 | $500 | $2,000 | $2,000 | $833 | $2,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 220 CY | $600 | $132k | 18% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 59,569 LB | $1 | $60k | 8% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 200 SY | $275 | $55k | 8% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $49,000 | $49k | 7% |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 484 CY | $100 | $48k | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $39,000 | $39k | 5% |
| 507E00750 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 840 FT | $36 | $30k | 4% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 206 FT | $140 | $29k | 4% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 59 CY | $400 | $24k | 3% |
| 507E00700 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 780 FT | $30 | $23k | 3% |