Cli-US 22-00.00
Clinton County · est $2.0M
Bid dateThursday, December 18—
Clinton County · est $2.0M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 20 more items below.
| Item | Quantity | R1John R Jurgensen Company | R2Barrett Paving Materials INC | R3Fillmore Construction | % of bid |
|---|---|---|---|---|---|
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 4,718 CY | $203 | $220 | $245 | 50% |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, 1 INC | 135,888 SY | $1.00 | $3.00 | $2.00 | 7% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 6,075 FT | $20.86 | $21.00 | $24.80 | 7% |
| 253E02000 PAVEMENT REPAIR | 300 CY | $409 | $420 | $450 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $95,000 | $25,000 | $75,000 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $72,041 | $75,000 | $88,000 | 4% |
| 617E10100 COMPACTED AGGREGATE | 470 CY | $139 |
| Item | Quantity | R1John R Jurgensen Company | R2Barrett Paving Materials INC | R3Fillmore Construction |
|---|---|---|---|---|
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 24 EACH | $250 | $295 | $350 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 2 EACH | $150 | $150 | $150 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $150 | $75.00 | $100 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 4 EACH | $975 | $1,345 | $1,400 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 |
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 →
| $150 |
| $100 |
| 3% |
| 644E00104 EDGE LINE, 6" | 14.42 MILE | $3,800 | $3,800 | $3,990 | 3% |
| 407E20000 NON-TRACKING TACK COAT | 12,230 GAL | $4.00 | $3.00 | $5.00 | 3% |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 454 FT | $100 | $112 | $110 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) | 16 EACH | $2,220 | $2,580 | $2,450 | 2% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 7.21 MILE | $3,166 | $1,600 | $6,000 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (SOFTSTOP) | 10 EACH | $2,220 | $2,475 | $2,450 | 1% |
| 621E00100 RPM | 485 EACH | $40.00 | $47.47 | $40.00 | 1% |
| 644E00300 CENTER LINE | 7.29 MILE | $2,600 | $2,600 | $2,730 | 1% |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 14.42 MILE | $1,130 | $1,130 | $1,187 | 1% |
| 617E20000 SHOULDER PREPARATION | 8,460 SY | $1.62 | $1.00 | $2.00 | 1% |
| 618E40800 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 14.42 FT | $950 | $1,775 | $1,000 | 1% |
| 202E38000 GUARDRAIL REMOVED | 6,692 FT | $2.00 | $2.00 | $2.00 | 1% |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 5.3 MILE | $1,695 | $1,695 | $1,780 | 0% |
| 617E25000 WATER | 9 MGAL | $7.23 | $20.00 | $100 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 7.21 MILE | $950 | $1,925 | $1,000 |
| 897E02000 PATCHING PLANED SURFACE | 1,366 SY | $5.44 | $5.00 | $5.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 485 EACH | $11.46 | $5.00 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 79 EACH | $11.00 | $12.00 | $12.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 48 FT | $26.70 | $26.70 | $28.10 |
| 644E00900 ISLAND MARKING | 30 SF | $20.00 | $20.00 | $21.00 |
| 646E10010 EDGE LINE, 6" | 0.1 MILE | $24,200 | $24,200 | $25,410 |
| 646E10200 CENTER LINE | 0.1 MILE | $32,370 | $32,370 | $33,989 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 32 FT | $36.00 | $36.00 | $38.00 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 2.65 MILE | $1,695 | $1,695 | $1,780 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 7.29 MILE | $1,130 | $1,130 | $1,187 |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 3 SY | $1,464 | $1,464 | $3,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,570 | $15,072 | $12,500 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $4,562 | $7,500 | $7,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 4,718 CY | $203.21 | $959k | 48% |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, 1 INC | 135,888 SY | $1 | $136k | 7% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 6,075 FT | $20.86 | $127k | 6% |
| 253E02000 PAVEMENT REPAIR | 300 CY | $408.62 | $123k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $95,000 | $95k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $72,041 | $72k | 4% |
| 617E10100 COMPACTED AGGREGATE | 470 CY | $138.89 | $65k | 3% |
| 644E00104 EDGE LINE, 6" | 14.42 MILE | $3,800 | $55k | 3% |
| 407E20000 NON-TRACKING TACK COAT | 12,230 GAL | $4 | $49k | 2% |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 454 FT | $100 | $45k | 2% |