MIA-US 36-11.52
MIA County · est $1.2M
Bid dateThursday, July 14—
MIA County · est $1.2M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 7.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 28 more items below.
| Item | Quantity | R1Walls Bros Asphalt CO INC | R2Barrett Paving Materials INC | % of bid |
|---|---|---|---|---|
| 442E20001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,294 CY | $275 | $288 | 51% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 3/4" DEPTH | 45,151 SY | $2.80 | $2.85 | 10% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 487 CY | $209 | $232 | 8% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 1,946 SY | $33.61 | $34.00 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $59,561 | $50,000 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,664 | $25,000 | 3% |
| 304E20000 AGGREGATE BASE | 325 CY | $112 | $105 | 3% |
| 407E20000 NON-TRACKING TACK COAT | 4,223 GAL |
| Item | Quantity | R1Walls Bros Asphalt CO INC | R2Barrett Paving Materials INC |
|---|---|---|---|
| 204E10000 SUBGRADE COMPACTION | 1,946 SY | $2.66 | $2.25 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 2 EACH | $1,320 | $1,450 |
| 617E10100 COMPACTED AGGREGATE | 23 CY | $195 | $200 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 2 EACH | $1,076 | $1,250 |
| 644E00200 LANE LINE, 4" | 1.47 MILE | $935 | $1,500 |
| 644E00300 CENTER LINE | 0.87 MILE | $5,385 | $4,586 |
| 644E00400 CHANNELIZING LINE, 8" | 3,432 FT | $1.25 |
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 →
| $6.02 |
| $3.75 |
| 2% |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 500 SY | $48.95 | $115 | 2% |
| 203E10000 EXCAVATION | 325 CY | $63.68 | $55.00 | 2% |
| 254E01601 PATCHING PLANED SURFACE, AS PER PLAN | 200 SY | $84.27 | $14.00 | 1% |
| 442E20170 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 82 CY | $201 | $425 | 1% |
| 809E69100 STOP LINE RADAR DETECTION | 2 EACH | $7,925 | $8,000 | 1% |
| 644E00630 CROSSWALK LINE, 24" | 1,580 FT | $6.25 | $7.15 | 1% |
| 644E00100 EDGE LINE, 4" | 2.58 MILE | $3,740 | $3,000 | 1% |
| 614E12420 DETOUR SIGNING | 1 LS | $8,996 | $8,500 | 1% |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 112 EACH | $70.00 | $46.00 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $75.00 | $85.00 | 1% |
| 644E01300 LANE ARROW | 55 EACH | $125 | $95.00 | 1% |
| 646E10000 EDGE LINE, 4" | 0.22 MILE | $26,060 | $21,000 | 0% |
| $1.45 |
| 644E00500 STOP LINE | 733 FT | $6.50 | $7.00 |
| 644E00720 CHEVRON MARKING | 122 FT | $6.00 | $6.58 |
| 644E01300 LANE ARROW THRU/RIGHT | 1 EACH | $150 | $190 |
| 644E01500 DOTTED LINE, 4" | 1,187 FT | $1.20 | $1.50 |
| 646E10100 LANE LINE, 4" | 0.11 MILE | $30,245 | $12,950 |
| 646E10300 CHANNELIZING LINE, 8" | 555 FT | $2.50 | $10.00 |
| 646E20300 LANE ARROW | 4 EACH | $250 | $350 |
| 646E20502 DOTTED LINE, 4" | 16 FT | $15.00 | $10.00 |
| 646E50000 REMOVAL OF PAVEMENT MARKING ARROW | 4 EACH | $390 | $125 |
| 646E50100 REMOVAL OF PAVEMENT MARKING DOTTED LINE | 16 FT | $2.15 | $2.10 |
| 646E50100 REMOVAL OF PAVEMENT MARKING , CHANNELIZING LINE, 8 | 555 FT | $2.20 | $2.75 |
| 646E50300 REMOVAL OF PAVEMENT MARKING EDGE LINE | 0.22 MILE | $10,315 | $7,348 |
| 646E50300 REMOVAL OF PAVEMENT MARKING LANE LINE | 0.11 MILE | $12,800 | $3,674 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 1 SNMT | $1,007 | $1,500 |
| 614E20550 WORK ZONE LANE LINE, CLASS III, 4", 642 PAINT | 3.05 MILE | $425 | $500 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 1.74 MILE | $1,010 | $1,126 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 5.38 MILE | $625 | $750 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 7,419 FT | $0.75 | $0.55 |
| 614E24610 WORK ZONE DOTTED LINE, CLASS III, 4", 642 PAINT | 2,390 FT | $0.70 | $0.55 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 1,466 FT | $3.50 | $3.13 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,648 | $5,426 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E20001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 2,294 CY | $275.25 | $631k | 48% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 3/4" DEPTH | 45,151 SY | $2.8 | $126k | 10% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 487 CY | $208.65 | $102k | 8% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 1,946 SY | $33.61 | $65k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $59,561 | $60k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,664 | $41k | 3% |
| 304E20000 AGGREGATE BASE | 325 CY | $112.45 | $37k | 3% |
| 407E20000 NON-TRACKING TACK COAT | 4,223 GAL | $6.02 | $25k | 2% |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 500 SY | $48.95 | $24k | 2% |
| 203E10000 EXCAVATION | 325 CY | $63.68 | $21k | 2% |