CLE-SR 743/SR 749-00.00/00.00
CLE County · est $3.5M
Bid dateThursday, August 11—
CLE County · est $3.5M
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 · 32 more items below.
| Item | Quantity | R1Barrett Paving Materials INC | R2John R Jurgensen Company | % of bid |
|---|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (5740 CY | $178 | $207 | 31% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 4,276 CY | $202 | $219 | 26% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 118,074 SY | $3.60 | $3.57 | 13% |
| 253E02000 PAVEMENT REPAIR | 550 CY | $415 | $496 | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $125,000 | $148,138 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | 3% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | — | $2,850 | $2,475 | 3% |
| 644E00104 EDGE LINE, 6" |
| Item | Quantity | R1Barrett Paving Materials INC | R2John R Jurgensen Company |
|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 1,750 FT | $6.50 | $2.00 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $275 | $500 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 18 MILE | $275 | $1,740 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 2 EACH | $2,875 | $2,475 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,575 | $1,350 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 10 EACH | $175 | $452 |
| 832E30000 EROSION CONTROL | 1,000 EACH |
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 →
| 17.92 MILE |
| $4,120 |
| $4,120 |
| 2% |
| 617E10100 COMPACTED AGGREGATE | 514 CY | $135 | $118 | 2% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 2,162.5 FT | $29.50 | $24.00 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 17,712 GAL | $3.00 | $4.00 | 2% |
| 644E00300 CENTER LINE | 8.78 MILE | $5,095 | $5,095 | 1% |
| 621E00100 RPM | 1,044 EACH | $29.90 | $29.90 | 1% |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 37 EACH | $600 | $1,300 | 1% |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 17.92 MILE | $1,205 | $1,205 | 1% |
| 809E69001 ADVANCE RADAR DETECTION, AS PER PLAN | 2 EACH | $8,990 | $8,990 | 1% |
| 809E69101 STOP LINE RADAR DETECTION, AS PER PLAN | 2 EACH | $8,130 | $8,130 | 0% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,520 | $14,650 | 0% |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 17.92 MILE | $780 | $780 | 0% |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 8.78 MILE | $1,475 | $1,475 | 0% |
| $1.00 |
| $1.00 |
| 254E01600 PATCHING PLANED SURFACE | 1,190 SY | $6.00 | $3.90 |
| 617E20000 SHOULDER PREPARATION | 82 SY | $10.00 | $4.24 |
| 617E25000 WATER | 11 MGAL | $25.00 | $52.77 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 0.4 MILE | $15,000 | $23,287 |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 0.4 MILE | $5,000 | $7,003 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,044 EACH | $12.00 | $15.42 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 68 EACH | $15.00 | $11.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 100 FT | $25.00 | $15.50 |
| 630E08600 SIGN POST REFLECTOR | 12 EACH | $54.50 | $50.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 6 EACH | $65.00 | $45.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 8 EACH | $30.00 | $15.00 |
| 644E00400 CHANNELIZING LINE, 8" | 100 FT | $10.10 | $10.10 |
| 644E00500 STOP LINE | 62 FT | $14.55 | $14.55 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 44 FT | $13.95 | $13.95 |
| 644E01510 DOTTED LINE, 6" | 55 FT | $8.50 | $8.50 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 8.78 MILE | $925 | $925 |
| 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAIN | 100 FT | $0.55 | $0.55 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 100 FT | $0.50 | $0.50 |
| 614E24208 WORK ZONE DOTTED LINE, CLASS I, 12", 642 PAINT | 55 FT | $0.50 | $0.50 |
| 614E24618 WORK ZONE DOTTED LINE, CLASS III, 12", 642 PAINT | 55 FT | $0.45 | $0.45 |
| 614E25200 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 P | 44 FT | $3.25 | $3.25 |
| 614E25620 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS III, 642 | 44 FT | $3.20 | $3.20 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 62 FT | $3.50 | $3.50 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 62 FT | $3.45 | $3.45 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $7,500 | $7,093 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (5740 CY | $178 | $1.02M | 30% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 4,276 CY | $202 | $864k | 25% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 118,074 SY | $3.6 | $425k | 13% |
| 253E02000 PAVEMENT REPAIR | 550 CY | $415 | $228k | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $125,000 | $125k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | — | $2,850 | $94k | 3% |
| 644E00104 EDGE LINE, 6" | 17.92 MILE | $4,120 | $74k | 2% |
| 617E10100 COMPACTED AGGREGATE | 514 CY | $135 | $69k | 2% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 2,162.5 FT | $29.5 | $64k | 2% |