Ros-SR 28-00.00
Ross County · est $1.0M
Bid dateThursday, August 27—
Ross County · est $1.0M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 6.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 18 more items below.
| Item | Quantity | R1Cox Paving LLC | R2Shelly Company | R3Shelly & Sands INC | R4Amaazz Construction Ohio LLC | % of bid |
|---|---|---|---|---|---|---|
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 3,753 CY | $139 | $126 | $147 | $169 | 57% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE ,1.50" MAX. | 90,065 SY | $0.65 | $1.04 | $1.90 | $1.05 | 6% |
| 644E00104 EDGE LINE, 6" | 11.93 MILE | $2,985 | $2,940 | $3,102 | $3,095 | 4% |
| 617E10100 COMPACTED AGGREGATE | 583 CY | $60.00 | $54.50 | $95.00 | $83.25 | 4% |
| Item | Quantity | R1Cox Paving LLC | R2Shelly Company | R3Shelly & Sands INC | R4Amaazz Construction Ohio LLC |
|---|---|---|---|---|---|
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 617E25000 WATER | 5.83 MGAL | $19.00 | $1.00 | $302 | $2.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 404 EACH | $6.00 | $2.75 | $4.75 | $14.50 |
| 614E12460 WORK ZONE MARKING SIGN | 78 EACH | $75.00 | $75.00 | $93.00 | $92.50 |
| 616E10000 |
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 →
| 614E11000 MAINTAINING TRAFFIC |
| 1 LS |
| $34,000 |
| $62,200 |
| $42,000 |
| $80,500 |
| 4% |
| 254E01601 PATCHING PLANED SURFACE, AS PER PLAN | 18,013 SY | $1.75 | $1.90 | $1.85 | $2.50 | 3% |
| 407E20000 NON-TRACKING TACK COAT | 8,106 GAL | $3.50 | $3.25 | $2.85 | $4.20 | 3% |
| 251E01001 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN | 250 SY | $80.00 | $60.00 | $64.00 | $87.00 | 2% |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 23.86 MILE | $765 | $425 | $840 | $868 | 2% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 42 CF | $431 | $340 | $500 | $415 | 2% |
| 644E00300 CENTER LINE | 5.97 MILE | $2,995 | $3,390 | $3,577 | $3,565 | 2% |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 194 FT | $87.50 | $87.50 | $92.00 | $92.00 | 2% |
| 856E10000 BRIDGE DECK WATERPROOFING ASPHALT CONCRETE, SURFAC | 18.7 CY | $815 | $450 | $330 | $790 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $14,000 | $35,000 | $20,000 | $12,001 | 2% |
| 621E00100 RPM | 404 EACH | $23.50 | $23.50 | $24.00 | $27.40 | 1% |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 11.93 MILE | $775 | $1,000 | $1,193 | $1,065 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 11.93 MILE | $770 | $910 | $1,044 | $1,085 | 1% |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 4 EACH | $2,100 | $2,100 | $2,250 | $2,200 | 1% |
| 897E01020 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS B, 1.5" | 448 SY | $18.00 | $21.00 | $29.00 | $15.00 | 1% |
| 606E13000 GUARDRAIL, TYPE 5 | 425 FT | $15.50 | $15.50 | $16.00 | $16.30 | 1% |
| 360 MGAL |
| $0.25 |
| $1.00 |
| $2.50 |
| $2.00 |
| 202E38000 GUARDRAIL REMOVED | 500 FT | $2.50 | $2.50 | $2.65 | $2.55 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 193.75 FT | $2.00 | $2.00 | $2.00 | $2.10 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 4 EACH | $325 | $325 | $343 | $342 |
| 209E60500 LINEAR GRADING | 0.11 MILE | $5,000 | $5,000 | $5,276 | $19,250 |
| 209E70000 BORROW | 125 CY | $15.00 | $15.00 | $16.00 | $42.00 |
| 407E20000 NON-TRACKING TACK COAT | 38 GAL | $9.00 | $3.25 | $2.85 | $4.20 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 71 FT | $25.50 | $25.50 | $27.00 | $26.25 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 194 FT | $13.50 | $13.50 | $14.00 | $14.20 |
| 606E13001 GUARDRAIL, TYPE 5, AS PER PLAN | 193.75 FT | $7.50 | $7.50 | $8.55 | $7.85 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 4 EACH | $750 | $750 | $800 | $790 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, BI-DIRECTIONAL | 9 EACH | $8.50 | $8.50 | $9.00 | $8.75 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 40 FT | $25.50 | $25.50 | $27.00 | $26.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,050 | $5,000 | $4,000 | $7,850 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 3,753 CY | $138.5 | $520k | 55% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE ,1.50" MAX. | 90,065 SY | $0.65 | $59k | 6% |
| 644E00104 EDGE LINE, 6" | 11.93 MILE | $2,985 | $36k | 4% |
| 617E10100 COMPACTED AGGREGATE | 583 CY | $60 | $35k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $34,000 | $34k | 4% |
| 254E01601 PATCHING PLANED SURFACE, AS PER PLAN | 18,013 SY | $1.75 | $32k | 3% |
| 407E20000 NON-TRACKING TACK COAT | 8,106 GAL | $3.5 | $28k | 3% |
| 251E01001 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN | 250 SY | $80 | $20k | 2% |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 23.86 MILE | $765 | $18k | 2% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 42 CF | $431 | $18k | 2% |