CLI-SR 28/SR 73-17.08/14.91
CLI County · est $4.0M
Bid dateThursday, October 26—
CLI County · est $4.0M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 51 more items below.
| Item | Quantity | R1Fillmore Construction | R2John R Jurgensen Company | % of bid |
|---|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (7510 CY | $208 | $211 | 37% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 5,527 CY | $228 | $218 | 30% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.0" | 154,197 SY | $1.50 | $3.74 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $225,000 | $59,002 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $195,000 | $100,000 | 5% |
| 253E02000 PAVEMENT REPAIR, (A) | 750 CY | $240 | $401 | 4% |
| 644E00104 EDGE LINE, 6" | 17.94 MILE | $4,775 | $4,775 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 23,148 GAL | $3.50 | $5.60 | 2% |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 16 MILE | $3,000 | $1,354 | 1% |
| 617E10100 COMPACTED AGGREGATE | 463 CY | $100 | $169 | 1% |
| 644E00300 CENTER LINE | 8.97 MILE | $4,340 | $4,340 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $35,000 | $16,174 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 16.21 MILE | $2,100 | $2,100 | 1% |
| 608E52000 CURB RAMP | 909 SF | $35.00 | $35.00 | 1% |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 17.94 MILE | $1,680 | $1,680 | 1% |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 17.94 MILE | $1,680 | $1,680 | 1% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 36.74 CF | $800 | $640 | 1% |
| 621E00100 RPM | 470 EACH | $52.21 | $37.34 | 1% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 7.24 MILE | $3,000 | $10,515 | 1% |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 8.97 MILE | $2,100 | $2,100 | 0% |
| Item | Quantity | R1Fillmore Construction | R2John R Jurgensen Company |
|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 46 SY | $20.00 | $50.00 |
| 202E30000 WALK REMOVED | 1,402 SF | $10.00 | $15.00 |
| 202E32000 CURB REMOVED | 5 FT | $50.00 | $100 |
| 202E38000 GUARDRAIL REMOVED | 647 FT | $8.00 | $2.00 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 7 EACH | $425 | $692 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $125 | $100 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 8 EACH | $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 →
| $75.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 375 FT | $23.00 | $19.20 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 7 EACH | $2,600 | $2,520 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 8 EACH | $1,250 | $1,230 |
| 608E10000 4" CONCRETE WALK | 555 SF | $20.00 | $18.00 |
| 608E53020 DETECTABLE WARNING | 10 SF | $25.00 | $100 |
| 653E10000 TOPSOIL FURNISHED AND PLACED | 27 CY | $50.00 | $178 |
| 659E10000 SEEDING AND MULCHING | 516 SY | $3.00 | $5.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 3 EACH | $1,000 | $935 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 1 EACH | $2,500 | $1,613 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 10 EACH | $750 | $966 |
| 253E02000 PAVEMENT REPAIR, (B) | 12 CY | $500 | $150 |
| 254E01600 PATCHING PLANED SURFACE | 1,552 SY | $3.00 | $4.42 |
| 617E20000 SHOULDER PREPARATION | 982 SY | $10.00 | $3.68 |
| 617E25000 WATER | 10 MGAL | $1.00 | $157 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 13.8 MILE | $1,000 | $725 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 7.24 MILE | $1,000 | $725 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 27 EACH | $150 | $580 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 470 EACH | $10.00 | $17.99 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, (BI-DIRECTIONAL) | 14 EACH | $15.00 | $11.50 |
| 644E00400 CHANNELIZING LINE, 8" | 283 FT | $2.02 | $2.02 |
| 646E10010 EDGE LINE, 6" | 0.05 MILE | $108,828 | $108,828 |
| 646E10200 CENTER LINE | 0.02 MILE | $108,828 | $108,828 |
| 644E00500 STOP LINE | 180 FT | $7.25 | $7.25 |
| 644E00620 CROSSWALK LINE, 12" | 735 FT | $3.50 | $3.50 |
| 644E01000 RAILROAD SYMBOL MARKING | 2 EACH | $700 | $700 |
| 644E01110 SCHOOL SYMBOL MARKING, 96" | 2 EACH | $700 | $700 |
| 644E01300 LANE ARROW | 4 EACH | $110 | $110 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $90.00 | $94.36 |
| 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAIN | 283 FT | $0.75 | $0.75 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 283 FT | $0.75 | $0.75 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 180 FT | $5.25 | $5.25 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 183 FT | $5.25 | $5.25 |
| 614E27010 WORK ZONE CROSSWALK LINE, CLASS I, 12" | 735 FT | $2.70 | $2.70 |
| 614E27250 WORK ZONE CROSSWALK LINE, CLASS III, 12", 642 PAIN | 735 FT | $2.70 | $2.70 |
| 614E31650 WORK ZONE WORD ON PAVEMENT, 96", CLASS I, 642 PAIN | 2 EACH | $315 | $315 |
| 614E31750 WORK ZONE SCHOOL SYMBOL MARKING, 96", CLASS III, 6 | 2 EACH | $315 | $315 |
| 614E32200 WORK ZONE RAILROAD SYMBOL MARKING, CLASS I, 642 PA | 2 EACH | $315 | $315 |
| 614E32210 WORK ZONE RAILROAD SYMBOL MARKING, CLASS III, 642 | 2 EACH | $315 | $315 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 90 FT | $145 | $115 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 50 FT | $145 | $116 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 22.4 CF | $800 | $640 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $15,000 | $2,500 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $5,000 | $7,924 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (7510 CY | $208 | $1.56M | 35% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 5,527 CY | $228 | $1.26M | 28% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.0" | 154,197 SY | $1.5 | $231k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $225,000 | $225k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $195,000 | $195k | 4% |
| 253E02000 PAVEMENT REPAIR, (A) | 750 CY | $240 | $180k | 4% |
| 644E00104 EDGE LINE, 6" | 17.94 MILE | $4,775 | $86k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 23,148 GAL | $3.5 | $81k | 2% |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 16 MILE | $3,000 | $48k | 1% |
| 617E10100 COMPACTED AGGREGATE | 463 CY | $100 | $46k | 1% |