Tus-US 39-15.45
Tuscarawas County · est $1.7M
Bid dateThursday, October 31—
Tuscarawas County · est $1.7M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 10 more items below.
| Item | Quantity | R1Superior Paving & Materials INC | R2Shelly & Sands INC | R3Shelly Company | R4Barbicas Construction Company INC | % of bid |
|---|---|---|---|---|---|---|
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 2,695 CY | $186 | $190 | $210 | $220 | 39% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (1574 CY | $168 | $160 | $180 | $230 | 20% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (2") | 75,708 SY | $2.00 | $2.10 | $1.55 | $2.50 | 12% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $70,000 | $92,500 | $116,500 | $45,000 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $21,685 | $40,000 | $45,000 | 3% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 4.49 MILE | $6,500 | $10,000 | $6,500 |
| Item | Quantity | R1Superior Paving & Materials INC | R2Shelly & Sands INC | R3Shelly Company | R4Barbicas Construction Company INC |
|---|---|---|---|---|---|
| 202E23500 WEARING COURSE REMOVED | 722 SY | $3.00 | $4.25 | $11.00 | $8.00 |
| 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE | 3 EACH | $765 | $400 | $350 | $200 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 70 FT | $10.00 | $7.25 | $5.00 | $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 →
| $6,500 |
| 2% |
| 407E10000 TACK COAT | 10,600 GAL | $2.75 | $3.05 | $2.75 | $3.40 | 2% |
| 646E10010 EDGE LINE, 6" | 8.98 MILE | $3,000 | $3,215 | $3,000 | $3,000 | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 581 CY | $46.00 | $65.00 | $80.00 | $70.00 | 2% |
| 621E00100 RPM | 602 EACH | $44.00 | $36.25 | $36.00 | $44.00 | 2% |
| 253E02000 PAVEMENT REPAIR | 70 CY | $280 | $390 | $450 | $350 | 2% |
| 646E10200 CENTER LINE | 4.49 MILE | $4,350 | $3,550 | $4,350 | $4,350 | 2% |
| 408E10001 PRIME COAT, AS PER PLAN | 4,187 GAL | $4.00 | $4.75 | $4.50 | $4.50 | 1% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 50 CY | $300 | $470 | $350 | $600 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 13.47 MILE | $1,100 | $980 | $1,100 | $1,100 | 1% |
| 209E60500 LINEAR GRADING | 8.92 MILE | $1,050 | $1,350 | $915 | $500 | 1% |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 8.92 MILE | $1,050 | $1,350 | $1,450 | $800 | 1% |
| 441E70501 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $300 | $350 | $500 | $500 | 1% |
| 623E39601 MONUMENT ASSEMBLY RECONSTRUCTED TO GRADE, AS PER P | 5 EACH | $1,400 | $2,000 | $1,600 | $900 | 1% |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 4.49 MILE | $1,525 | $1,550 | $1,525 | $3,500 | 1% |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 602 EACH | $6.00 | $15.00 | $6.00 | $6.00 |
| 646E10300 CHANNELIZING LINE, 8" | 140 FT | $2.50 | $3.05 | $2.50 | $2.50 |
| 614E12460 WORK ZONE MARKING SIGN | 40 EACH | $60.00 | $86.50 | $60.00 | $60.00 |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 13.47 MILE | $500 | $250 | $500 | $500 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 420 FT | $1.50 | $6.60 | $1.50 | $1.50 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,100 | $5,000 | $6,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 2,695 CY | $186 | $501k | 38% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (1574 CY | $168 | $264k | 20% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (2") | 75,708 SY | $2 | $151k | 12% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $70,000 | $70k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 3% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 4.49 MILE | $6,500 | $29k | 2% |
| 407E10000 TACK COAT | 10,600 GAL | $2.75 | $29k | 2% |
| 646E10010 EDGE LINE, 6" | 8.98 MILE | $3,000 | $27k | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 581 CY | $46 | $27k | 2% |
| 621E00100 RPM | 602 EACH | $44 | $26k | 2% |