Mer-BH FY25
Mercer County · est $0.9M
Bid dateThursday, November 14—
Mercer County · est $0.9M
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 | R1Bcc Ohio INC | % of bid |
|---|---|---|---|
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 173 FT | $500 | 13% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 155 CY | $536 | 13% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 91 FT | $833 | 12% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 31 CY | $1,639 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $48,115 | 7% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 168 FT | $267 | 7% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 287 SY | $131 | 6% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 345 SY | $107 | 6% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $28,995 | 4% |
| 202E23500 WEARING COURSE REMOVED | 1,964 SY | $12.76 | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $18,398 | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $18,132 | 3% |
| 511E50210 CLASS QC1 CONCRETE, SUBSTRUCTURE | 9 CY | $1,847 | 3% |
| 512E33011 TYPE 3 WATERPROOFING, AS PER PLAN | 314 SY | $50.85 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $11,376 | 2% |
| 512E33011 TYPE 3 WATERPROOFING, AS PER PLAN | 211 SY | $50.85 | 2% |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $2,678 | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $9,696 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $9,217 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $9,063 | 1% |
| Item | Quantity | R1Bcc Ohio INC |
|---|---|---|
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 282 FT | $2.63 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 1.3 STA | $360 |
| 209E60200 LINEAR GRADING | 2.65 STA | $353 |
| 606E15050 GUARDRAIL, TYPE MGS | 182 FT | $22.05 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) | 1 EACH | $2,657 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $1,449 |
| 659E10000 SEEDING AND MULCHING | 285 SY | $9.40 |
| 659E14000 REPAIR SEEDING AND MULCHING | 15 SY | $1.94 |
| 659E15000 INTER-SEEDING | 15 SY | $0.11 |
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 →
| 659E20000 COMMERCIAL FERTILIZER | 0.04 TON | $788 |
| 659E35000 WATER | 2 MGAL | $52.50 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 |
| 407E10000 TACK COAT | 293 GAL | $1.05 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 98 FT | $20.54 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (10 CY | $499 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 5 EACH | $23.40 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 8 EACH | $13.16 |
| 630E80101 SIGN, FLAT SHEET, AS PER PLAN | 1 SF | $67.45 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.13 MILE | $27,416 |
| 642E00300 CENTER LINE, TYPE 1 | 0.07 MILE | $36,551 |
| 646E10010 EDGE LINE, 6" | 0.16 MILE | $26,093 |
| 646E10200 CENTER LINE (YELLOW, DASHED) | 0.08 MILE | $21,152 |
| 646E10400 STOP LINE | 12 FT | $47.25 |
| 202E23500 WEARING COURSE REMOVED | 193 SY | $27.22 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 108 FT | $24.59 |
| 202E23500 WEARING COURSE REMOVED | 314 SY | $17.73 |
| 509E25000 UNCOATED STEEL REINFORCEMENT | 858 LB | $1.47 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 180 EACH | $26.70 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 43 FT | $131 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 182 FT | $23.88 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 188 FT | $24.53 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 2 SF | $590 |
| 202E23500 WEARING COURSE REMOVED | 345 SY | $17.13 |
| 202E38500 BRIDGE RAILING REMOVED | 173 FT | $4.20 |
| 202E98100 REMOVAL MISC.: REMOVAL OF BRIDGE ID SIGN AND REERE | 2 EACH | $99.75 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 50 LB | $3.59 |
| 509E25000 UNCOATED STEEL REINFORCEMENT | 5,582 LB | $1.51 |
| 511E81300 CONCRETE, MISC.: EMBEDDED GALVANIC ANODE (EGA) | 114 EACH | $52.89 |
| 514E27700 FIELD PAINTING, MISC.: ZINC RICH PRIMER | 103 SF | $38.40 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 77 FT | $23.88 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 228 FT | $24.52 |
| 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 18 CY | $368 |
| 848E50000 HAND CHIPPING | 21 SY | $232 |
| 848E50100 TEST SLAB | 1 LS | $1,039 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $1,690 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 173 FT | $499.8 | $86k | 11% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 155 CY | $535.5 | $83k | 11% |
| 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 91 FT | $833.26 | $76k | 10% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 31 CY | $1,639 | $51k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $48,115 | $48k | 6% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 168 FT | $267.23 | $45k | 6% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 287 SY | $131.16 | $38k | 5% |
| 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 345 SY | $107.03 | $37k | 5% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $28,995 | $29k | 4% |
| 202E23500 WEARING COURSE REMOVED | 1,964 SY | $12.76 | $25k | 3% |