She-SR 29-00.00
Shelby County · est $1.3M
Bid dateThursday, January 11—
Shelby County · est $1.3M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 6 more items below.
| Item | Quantity | R1Shelly Company | R2Barrett Paving Materials INC | % of bid |
|---|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (2363 CY | $212 | $205 | 36% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 1,814 CY | $245 | $225 | 32% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 2,500 SY | $50.00 | $72.00 | 9% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" Depth | 48,596 SY | $1.80 | $3.50 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $60,000 | $35,000 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $20,000 | 3% |
| 407E20000 NON-TRACKING TACK COAT | 7,013 GAL | $2.50 | $3.50 | 1% |
| 617E10100 COMPACTED AGGREGATE | 97 CY | $140 | $160 | 1% |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 70 SY | $175 | $120 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/4" Depth | 2,450 SY | $4.70 | $12.00 | 1% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 1.5 MILE | $6,500 | $6,800 | 1% |
| 621E00100 RPM | 213 EACH | $43.85 | $46.50 | 1% |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 5.96 MILE | $1,250 | $1,000 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,000 | $6,427 | 1% |
| 254E01601 PATCHING PLANED SURFACE, AS PER PLAN | 200 SY | $33.00 | $5.00 | 0% |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 2.88 MILE | $1,915 | $2,300 | 0% |
| 642E00104 EDGE LINE, 6", TYPE 1 | 5.96 MILE | $900 | $950 | 0% |
| 642E00300 CENTER LINE, TYPE 1 | 2.98 MILE | $1,400 | $1,000 | 0% |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 5.96 MILE | $550 | $900 | 0% |
| 614E12460 WORK ZONE MARKING SIGN | 22 EACH | $115 | $125 | 0% |
| Item | Quantity | R1Shelly Company | R2Barrett Paving Materials INC |
|---|---|---|---|
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $350 | $250 |
| 301E56001 ASPHALT CONCRETE BASE, (449), AS PER PLAN, PG64-22 | 5 CY | $500 | $850 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 1.5 MILE | $1,565 | $2,300 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 213 EACH | $7.00 | $6.00 |
| 644E00500 STOP LINE | 12 FT | $25.00 | $20.00 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 24 FT | $3.00 | $6.00 |
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 →
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (2363 CY | $212 | $501k | 36% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 1,814 CY | $245 | $444k | 32% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 2,500 SY | $50 | $125k | 9% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" Depth | 48,596 SY | $1.8 | $87k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $60,000 | $60k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 3% |
| 407E20000 NON-TRACKING TACK COAT | 7,013 GAL | $2.5 | $18k | 1% |
| 617E10100 COMPACTED AGGREGATE | 97 CY | $140 | $14k | 1% |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 70 SY | $175 | $12k | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/4" Depth | 2,450 SY | $4.7 | $12k | 1% |