Pre-US 35-02.62
Preble County · est $2.7M
Bid dateThursday, November 9—
Preble County · est $2.7M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 52 more items below.
| Item | Quantity | R1John R Jurgensen Company | R2Barrett Paving Materials INC | % of bid |
|---|---|---|---|---|
| 442E10021 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 5,766 CY | $286 | $230 | 54% |
| 253E02000 PAVEMENT REPAIR, (A) | 750 CY | $466 | $595 | 11% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 140,891 SY | $2.18 | $2.70 | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $173,849 | $330,000 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $150,000 | 3% |
| 617E10100 COMPACTED AGGREGATE | 359 CY | $206 | $130 | 2% |
| 644E00104 EDGE LINE, 6" | 14.68 MILE | $4,237 | $3,900 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 8,458 GAL | $6.54 | $3.50 | 2% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 7.34 MILE | $5,296 | $2,500 | 1% |
| 511E33412 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 8 CY | $3,993 | $5,200 | 1% |
| 441E00100 ANTI-SEGREGATION EQUIPMENT | 4,210 CY | $7.50 | $18.00 | 1% |
| 644E00300 CENTER LINE | 7.34 MILE | $4,226 | $5,000 | 1% |
| 621E00100 RPM | 554 EACH | $50.38 | $38.00 | 1% |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 14.68 MILE | $1,770 | $725 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) | 8 EACH | $2,460 | $2,600 | 1% |
| 617E20000 SHOULDER PREPARATION | 8,612 SY | $2.20 | $3.00 | 1% |
| 517E75601 DEEP BEAM BRIDGE RETROFIT RAILING, AS PER PLAN | 175 FT | $105 | $150 | 1% |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 22 SY | $825 | $825 | 1% |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 7.54 MILE | $2,295 | $1,275 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 260 FT | $64.74 | $45.00 | 1% |
| Item | Quantity | R1John R Jurgensen Company | R2Barrett Paving Materials INC |
|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 22 SY | $66.41 | $100 |
| 202E30000 WALK REMOVED | 108 SF | $50.00 | $40.00 |
| 202E38000 GUARDRAIL REMOVED | 688 FT | $2.00 | $6.00 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 10 EACH | $295 | $625 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $85.00 | $200 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 400 FT | $20.40 | $27.00 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 6 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 →
| $1,240 |
| $1,675 |
| 608E52000 CURB RAMP | 108 SF | $50.00 | $140 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 611E97600 CONDUIT, MISC.:GRANULAR STRUCTURAL BACKFILL, 703.1 | 12 CY | $153 | $555 |
| 611E98635 CATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN | 6 EACH | $1,815 | $9,500 |
| 611E99661 MANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN | 2 EACH | $2,601 | $11,750 |
| 253E02000 PAVEMENT REPAIR, (B) | 4 CY | $2,273 | $595 |
| 254E01600 PATCHING PLANED SURFACE | 1,419 SY | $4.73 | $5.00 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 5 CY | $1,730 | $750 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 2 CY | $2,790 | $1,000 |
| 617E25000 WATER | 7 MGAL | $1,176 | $75.00 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 7.34 MILE | $1,435 | $3,350 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 554 EACH | $18.32 | $15.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 8 EACH | $13.00 | $12.00 |
| 644E00500 STOP LINE | 12 FT | $20.00 | $30.00 |
| 644E01000 RAILROAD SYMBOL MARKING | 1 EACH | $1,500 | $575 |
| 644E01510 DOTTED LINE, 6" | 600 FT | $2.50 | $1.50 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 7.34 MILE | $2,195 | $1,100 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 12 FT | $6.00 | $4.00 |
| 614E32210 WORK ZONE RAILROAD SYMBOL MARKING, CLASS III, 642 | 1 EACH | $360 | $175 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $3,597 | $2,250 |
| 614E13310 BARRIER REFLECTOR, TYPE 1(BI-DIRECTIONAL) | 11 EACH | $28.36 | $13.50 |
| 614E13318 BARRIER REFLECTOR, TYPE 5 (BI-DIRECTIONAL) | 11 EACH | $28.36 | $16.00 |
| 614E13360 OBJECT MARKER, TWO WAY (BI-DIRECTIONAL) | 11 EACH | $28.36 | $22.50 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.1 MILE | $74,260 | $16,500 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 24 FT | $25.00 | $13.00 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $11,762 | $15,000 |
| 202E23000 PAVEMENT REMOVED | 11 SY | $66.41 | $100 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $10,888 | $38,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $2,737 | $5,000 |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 1,646 LB | $3.74 | $2.00 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 13 EACH | $69.68 | $185 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 0.5 CY | $3,342 | $5,800 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 36 SY | $52.50 | $52.50 |
| 512E33001 TYPE 2 WATERPROOFING, AS PER PLAN | 9 SY | $124 | $125 |
| 512E33011 TYPE 3 WATERPROOFING, AS PER PLAN | 32 SY | $85.00 | $85.00 |
| 512E74001 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 18 SY | $45.00 | $45.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 13 SF | $23.28 | $15.00 |
| 517E72300 RAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP | 18.75 FT | $168 | $350 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING, AS PER PLAN | 18.75 FT | $120 | $235 |
| 518E21201 POROUS BACKFILL WITH GEOTEXTILE FABRIC, AS PER PLA | 3.24 CY | $528 | $765 |
| 843E50000 PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTA | 3.24 SF | $650 | $650 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $5,577 | $3,500 |
| 843E50000 PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTA | 10 SF | $650 | $650 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $11,136 | $35,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $8,054 | $24,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10021 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 5,766 CY | $285.77 | $1.65M | 50% |
| 253E02000 PAVEMENT REPAIR, (A) | 750 CY | $466.45 | $350k | 11% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 140,891 SY | $2.18 | $307k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $173,849 | $174k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 617E10100 COMPACTED AGGREGATE | 359 CY | $206.11 | $74k | 2% |
| 644E00104 EDGE LINE, 6" | 14.68 MILE | $4,237 | $62k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 8,458 GAL | $6.54 | $55k | 2% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 7.34 MILE | $5,296 | $39k | 1% |
| 511E33412 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 8 CY | $3,993 | $32k | 1% |