War-/Cli-IR 71-07.05/00.00
Warren County · est $18M
Bid dateThursday, July 26—
Warren County · est $18M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 30 more items below.
| Item | Quantity | R1Barrett Paving Materials INC | R2John R Jurgensen Company | % of bid |
|---|---|---|---|---|
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 46,521 CY | $128 | $130 | 37% |
| 806E00100 ASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A | 39,875 CY | $148 | $171 | 37% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $1,068,000 | $502,319 | 7% |
| 253E02000 PAVEMENT REPAIR | 2,500 CY | $340 | $267 | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.25 | 956,993 SY | $0.75 | $1.66 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $400,000 | 3% |
| 407E20000 NON-TRACKING TACK COAT | 143,550 GAL | $2.00 | $3.50 | 2% |
| 644E00104 EDGE LINE, 6" |
| Item | Quantity | R1Barrett Paving Materials INC | R2John R Jurgensen Company |
|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 1,200 FT | $1.80 | $1.80 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $250 | $250 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 4 EACH | $150 | $150 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 5 EACH | $100 | $100 |
| 202E47800 IMPACT ATTENUATOR REMOVED | 2 EACH | $150 | $150 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 5 EACH | $2,150 | $2,150 |
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 →
| 78.81 MILE |
| $2,440 |
| $2,440 |
| 1% |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 78.81 MILE | $1,288 | $1,288 | 1% |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 78.81 MILE | $1,200 | $1,200 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $70,050 | $49,284 | 0% |
| 621E00100 RPM | 2,639 EACH | $21.15 | $21.50 | 0% |
| 644E00204 LANE LINE, 6" | 39.79 MILE | $1,300 | $1,300 | 0% |
| 618E40600 RUMBLE STRIPS, (ASPHALT CONCRETE) | 70.06 MILE | $600 | $827 | 0% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 500 HOUR | $65.00 | $64.22 | 0% |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 39.79 MILE | $651 | $651 | 0% |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 39.79 MILE | $625 | $625 | 0% |
| 609E24510 CURB, TYPE 4-C | 90 FT | $250 | $82.98 | 0% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $20,000 | $11,985 | 0% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,037.5 FT | $17.50 | $17.50 | 0% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 6 EACH | $2,000 | $2,000 |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 2 EACH | $4,000 | $4,000 |
| 254E01600 PATCHING PLANED SURFACE | 9,581 SY | $1.00 | $2.70 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 2,463 EACH | $5.00 | $18.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 19 EACH | $8.00 | $7.00 |
| 644E00404 CHANNELIZING LINE, 12" | 11,772 FT | $1.00 | $1.00 |
| 644E00500 STOP LINE | 367 FT | $5.00 | $5.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 170 FT | $5.00 | $5.00 |
| 644E01300 LANE ARROW | 2 EACH | $90.00 | $90.00 |
| 644E01360 WRONG WAY ARROW | 16 EACH | $150 | $150 |
| 646E10010 EDGE LINE, 6" | 0.6 MILE | $19,588 | $19,588 |
| 646E10110 LANE LINE, 6" | 0.5 MILE | $11,753 | $11,753 |
| 646E10310 CHANNELIZING LINE, 12" | 827 FT | $3.22 | $3.22 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 78 FT | $12.50 | $12.50 |
| 646E50100 REMOVAL OF PAVEMENT MARKING, TRANSVERSE LINE | 110 FT | $18.18 | $18.18 |
| 809E69101 STOP-BAR RADAR DETECTION, AS PER PLAN | 2 EACH | $7,590 | $6,590 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 2 SNMT | $895 | $1,771 |
| 614E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 20 SNMT | $575 | $575 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 11,772 FT | $0.50 | $0.50 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 11,772 FT | $0.50 | $0.50 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 367 FT | $4.00 | $4.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 367 FT | $3.20 | $3.20 |
| 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT | 2 EACH | $57.00 | $57.00 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 2 EACH | $55.00 | $55.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 46,521 CY | $128 | $5.95M | 37% |
| 806E00100 ASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A | 39,875 CY | $148 | $5.90M | 37% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $1,068,000 | $1.07M | 7% |
| 253E02000 PAVEMENT REPAIR | 2,500 CY | $340 | $850k | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.25 | 956,993 SY | $0.75 | $718k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $400,000 | $400k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 143,550 GAL | $2 | $287k | 2% |
| 644E00104 EDGE LINE, 6" | 78.81 MILE | $2,440 | $192k | 1% |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 78.81 MILE | $1,288 | $102k | 1% |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 78.81 MILE | $1,200 | $95k | 1% |