Sta-SR 93-14.44/16.39
Stark County · est $0.6M
Bid dateThursday, May 3—
Stark County · est $0.6M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 10%
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 | R2Lockhart Concrete CO | R3Stanley Miller Construction Company | % of bid |
|---|---|---|---|---|---|
| 515E12070 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 8 EACH | $10,500 | $18,800 | $12,146 | 22% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $49,000 | $39,000 | $30,678 | 13% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 499 SY | $92.00 | $28.00 | $100 | 12% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 38 CY | $880 | $400 | $835 | 9% |
| 848E10001 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 499 SY | $40.00 |
| Item | Quantity | R1Black Horse Bridge Construction INC | R2Lockhart Concrete CO | R3Stanley Miller Construction Company |
|---|---|---|---|---|
| 202E23010 PAVEMENT REMOVED, ASPHALT | 105 SY | $17.00 | $6.00 | $16.00 |
| 202E38000 GUARDRAIL REMOVED | 250 FT | $2.00 | $3.00 | $2.00 |
| 203E10000 EXCAVATION | 23 CY | $25.00 | $20.00 | $30.00 |
| 203E20000 EMBANKMENT | 14 CY | $40.00 | $20.00 | $35.00 |
| 204E10000 SUBGRADE COMPACTION | 277 SY | $8.50 | $1.00 | $1.00 |
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 →
| $6.00 |
| $72.00 |
| 5% |
| 848E50000 HAND CHIPPING | 150 SY | $125 | $100 | $56.00 | 5% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 114 FT | $129 | $35.00 | $144 | 4% |
| 526E15000 REINFORCED CONCRETE APPROACH SLABS (T=13") | 72 SY | $180 | $125 | $196 | 3% |
| 516E44000 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 32 EACH | $325 | $350 | $372 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $28,000 | $25,511 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 30 CY | $300 | $300 | $335 | 2% |
| 526E10000 REINFORCED CONCRETE APPROACH SLABS (T=12") | 54 SY | $160 | $120 | $190 | 2% |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $8,500 | $5,000 | $2,430 | 2% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,350 | $300 | $1,000 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $8,000 | $4,500 | $1,900 | 2% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $1,980 | $2,000 | $2,200 | 2% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 7 CY | $1,120 | $600 | $1,565 | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $6,700 | $4,000 | $7,416 | 2% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 6,028 LB | $1.06 | $1.00 | $1.19 | 2% |
| 526E90010 TYPE A INSTALLATION | 65 FT | $95.00 | $10.00 | $70.00 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS |
| 62.5 FT |
| $22.40 |
| $20.00 |
| $24.89 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 2 EACH | $2,180 | $2,500 | $2,422 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $945 | $1,000 | $1,050 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 1 CY | $100 | $100 | $200 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $100 | $250 | $100 |
| 659E00300 TOPSOIL | 19 CY | $30.00 | $30.00 | $22.25 |
| 659E10000 SEEDING AND MULCHING | 173 SY | $4.50 | $1.00 | $15.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 9 SY | $1.00 | $1.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.02 TON | $500 | $600 | $750 |
| 659E31000 LIME | 0.04 ACRE | $200 | $400 | $500 |
| 659E35000 WATER | 1 MGAL | $1.00 | $50.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 20 FT | $10.00 | $15.00 | $15.00 |
| 611E00900 6" CONDUIT, TYPE B | 50 FT | $2.00 | $15.00 | $3.00 |
| 611E01400 6" CONDUIT, TYPE E | 50 FT | $2.00 | $15.00 | $3.00 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $2.00 | $15.00 | $3.00 |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 45 CY | $90.00 | $45.00 | $164 |
| 407E10000 TACK COAT | 7 GAL | $4.00 | $5.00 | $4.50 |
| 408E10001 PRIME COAT, AS PER PLAN | 7 GAL | $40.00 | $5.00 | $45.00 |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 12 CY | $340 | $450 | $380 |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1 CY | $100 | $50.00 | $150 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $10.00 | $75.00 | $60.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 6 EACH | $6.50 | $12.00 | $7.25 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 42 FT | $15.00 | $10.00 | $16.67 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $25.00 | $15.00 | $28.00 |
| 630E80100 SIGN, FLAT SHEET, 730.20 | 2 SF | $35.00 | $15.00 | $39.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $10.00 | $35.00 | $12.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $45.00 | $85.00 | $50.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $10.00 | $25.00 | $12.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 1 EACH | $125 | $95.00 | $139 |
| 646E10010 EDGE LINE, 6" | 0.04 MILE | $97,000 | $27,000 | $61,112 |
| 646E10200 CENTER LINE | 0.02 MILE | $97,000 | $50,000 | $83,334 |
| 646E10400 STOP LINE | 12 FT | $15.00 | $15.00 | $22.30 |
| 614E12460 WORK ZONE MARKING SIGN | 8 EACH | $98.00 | $125 | $109 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $75.00 | $300 | $175 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 4 SNMT | $950 | $1,050 | $2,100 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.05 MILE | $29,160 | $25,000 | $27,788 |
| 616E10000 WATER | 2 MGAL | $1.00 | $50.00 | $100 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,000 | $4,500 | $1,966 |
| 202E22900 APPROACH SLAB REMOVED | 143 SY | $35.00 | $20.00 | $27.89 |
| 202E23500 WEARING COURSE REMOVED | 328 SY | $6.00 | $7.00 | $17.80 |
| 509E10001 EPOXY COATED REINFORCING STEEL, AS PER PLAN | 447 LB | $1.10 | $1.00 | $1.21 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 94 EACH | $15.00 | $20.00 | $25.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 53 SY | $20.00 | $10.00 | $24.00 |
| 512E44400 TYPE B WATERPROOFING | 17 SY | $50.00 | $12.00 | $81.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 206 SF | $5.00 | $4.00 | $1.55 |
| 516E41100 1/8" PREFORMED BEARING PAD | 16 EACH | $10.00 | $100 | $17.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 28 CY | $90.00 | $50.00 | $213 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 123.78 FT | $12.00 | $7.00 | $14.25 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,000 | $4,500 | $3,333 |
| 203E40000 BORROW | 3 CY | $100 | $20.00 | $83.00 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL | 80 FT | $10.00 | $8.00 | $28.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP, AS PER PLAN | 30 FT | $50.00 | $7.00 | $28.00 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 3 CY | $250 | $125 | $150 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 42 FT | $15.00 | $10.00 | $16.70 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $25.00 | $15.00 | $28.00 |
| 630E80100 SIGN, FLAT SHEET, 730.20 | 2 SF | $35.00 | $15.00 | $39.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $10.00 | $35.00 | $12.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $10.00 | $25.00 | $12.00 |
| 848E30001 MICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE T | 42 CY | $120 | $500 | $198 |
| 848E50100 TEST SLAB | 1 LS | $500 | $1,000 | $778 |
| 848E50201 FULL DEPTH REPAIR, AS PER PLAN | 1 CY | $500 | $1,000 | $223 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,500 | $14,000 | $7,334 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $3,600 | $19,000 | $10,094 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,000 | $9,500 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12070 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 8 EACH | $10,500 | $84k | 18% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $49,000 | $49k | 11% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 499 SY | $92 | $46k | 10% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 38 CY | $880 | $33k | 7% |
| 848E10001 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 499 SY | $40 | $20k | 4% |
| 848E50000 HAND CHIPPING | 150 SY | $125 | $19k | 4% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 114 FT | $129 | $15k | 3% |
| 526E15000 REINFORCED CONCRETE APPROACH SLABS (T=13") | 72 SY | $180 | $13k | 3% |
| 516E44000 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 32 EACH | $325 | $10k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $10k | 2% |