CLI-SR 350-07.91
CLI County · est $6.5M
Bid dateThursday, October 23—
CLI County · est $6.5M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 36 more items below.
| Item | Quantity | R1John R Jurgensen Company | R2Fillmore Construction | % of bid |
|---|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (6981 CY | $180 | $200 | 22% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 4,076 CY | $218 | $210 | 16% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 5,019 CY | $152 | $190 | 13% |
| 253E02000 PAVEMENT REPAIR | 1,450 CY | $356 | $200 | 9% |
| 827E11000 CEMENT | 2,202 TON | $201 | $210 | 8% |
| 827E20000 FULL DEPTH RECLAIMED BASE COURSE, 12 INCHES | 62,741 SY | $5.18 | $3.90 | 6% |
| 827E10000 PAVEMENT REMOVED, 7 INCHES | 58,537 SY | $5.52 | $4.00 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $300,000 | $550,000 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $169,712 | $850,000 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3 INCHES | 51,611 SY | $2.79 | $2.00 | 3% |
| 617E10100 COMPACTED AGGREGATE | 746 CY | $107 | $80.00 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 14,795 GAL | $5.00 | $5.00 | 1% |
| 827E12000 CURING COAT | 62,741 SY | $1.17 | $1.20 | 1% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 7.44 MILE | $8,219 | $2,000 | 1% |
| 644E00104 EDGE LINE, 6" | 15.88 MILE | $3,800 | $4,180 | 1% |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 42.4 MILE | $1,325 | $1,458 | 1% |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 21.2 MILE | $2,649 | $2,914 | 1% |
| 644E00300 CENTER LINE | 7.94 MILE | $5,770 | $6,347 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $37,569 | $35,000 | 1% |
| 203E10000 EXCAVATION | 446 CY | $63.48 | $60.00 | 0% |
| Item | Quantity | R1John R Jurgensen Company | R2Fillmore Construction |
|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 475 FT | $2.50 | $6.00 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 6 EACH | $400 | $450 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 1 EACH | $200 | $225 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $150 | $125 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $100 | $175 |
| 209E60500 LINEAR GRADING | 8 MILE | $1,726 | $2,500 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 8 MILE | $1,726 |
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 →
| $1,200 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 225 FT | $22.50 | $29.50 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 7 EACH | $2,500 | $2,600 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,200 | $1,200 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 4 EACH | $1,450 | $1,450 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $18,624 | $150,000 |
| 204E45000 PROOF ROLLING | 31 HOUR | $224 | $200 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5 INCHES | 314 SY | $4.98 | $30.00 |
| 254E01600 PATCHING PLANED SURFACE | 521 SY | $4.13 | $10.00 |
| 617E25000 WATER | 16 MGAL | $7.28 | $100 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 7.44 MILE | $935 | $1,400 |
| 827E21000 MIXTURE DESIGN FOR FULL DEPTH RECLAIMED BASE | 1 LS | $15,500 | $56,000 |
| 827E22000 CORRECTIVE MATERIAL | 311 TON | $52.18 | $50.00 |
| 827E23000 COVER AGGREGATE | 471 TON | $56.93 | $50.00 |
| 827E30000 JUST-IN-TIME TRAINING | 1 LS | $2,250 | $5,000 |
| 621E00100 RPM | 578 EACH | $37.00 | $37.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 578 EACH | $11.99 | $20.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 8 EACH | $12.50 | $15.00 |
| 644E00500 STOP LINE | 48 FT | $20.00 | $22.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $8,835 | $8,835 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 4 SNMT | $950 | $950 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 7.94 MILE | $2,297 | $2,527 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 15.88 MILE | $1,150 | $1,265 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 138 FT | $5.00 | $5.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 48 FT | $5.00 | $5.00 |
| 616E10000 WATER, DUST CONTROL | 4 MGAL | $159 | $1,000 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 150 FT | $110 | $150 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $5,000 | $7,500 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $22,985 | $47,600 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (6981 CY | $179.65 | $1.25M | 21% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 4,076 CY | $218.18 | $889k | 15% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 5,019 CY | $152.31 | $764k | 13% |
| 253E02000 PAVEMENT REPAIR | 1,450 CY | $356.29 | $517k | 9% |
| 827E11000 CEMENT | 2,202 TON | $200.5 | $442k | 7% |
| 827E20000 FULL DEPTH RECLAIMED BASE COURSE, 12 INCHES | 62,741 SY | $5.18 | $325k | 5% |
| 827E10000 PAVEMENT REMOVED, 7 INCHES | 58,537 SY | $5.52 | $323k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $300,000 | $300k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $169,712 | $170k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3 INCHES | 51,611 SY | $2.79 | $144k | 2% |