Ham-IR 275-36.66
Hamilton County · est $7.5M
Bid dateThursday, January 15—
Hamilton County · est $7.5M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by winning bid’s extended amount · 66 more items below.
| Item | Quantity | R1John R Jurgensen Company | R2Barrett Paving Materials INC | % of bid |
|---|---|---|---|---|
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 10,969 CY | $226 | $255 | 27% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 7,068 CY | $286 | $280 | 22% |
| 255E19100 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 1,262 SY | $821 | $563 | 11% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 26,712.5 FT | $26.75 | $26.75 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $575,383 | $2,100,000 | 6% |
| 258E10000 RETROFIT DOWEL BAR | 2,652 EACH | $186 | $136 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $487,500 | $400,000 | 5% |
| 209E70000 BORROW | 2,516 CY | $162 | $160 | 4% |
| 451E30000 SPECIAL - PRESSURE RELIEF JOINT, TYPE A, ASPHALT R | 702 FT | $361 | $300 | 3% |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 11,051 CY | $12.00 | $35.00 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.25" | 21,068 SY | $4.25 | $10.00 | 1% |
| 202E38000 GUARDRAIL REMOVED | 27,076 FT | $3.00 | $3.00 | 1% |
| 690E98300 SPECIAL - MOW STRIP | 1,152 SY | $68.72 | $100 | 1% |
| 407E13900 TACK COAT, 702.13 | 13,142 GAL | $5.00 | $5.50 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 450 HOUR | $139 | $100 | 1% |
| 202E23000 PAVEMENT REMOVED | 4,206 SY | $12.87 | $30.00 | 1% |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 12.95 MILE | $4,080 | $4,080 | 1% |
| AA2 606E55000 SPECIAL - CABLE BARRIER, (BRIFEN) (ALTERNATE 2) | 2,024 FT | $24.50 | $24.50 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 9,856 GAL | $5.00 | $4.50 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 18 EACH | $2,400 | $2,400 | 0% |
| Item | Quantity | R1John R Jurgensen Company | R2Barrett Paving Materials INC |
|---|---|---|---|
| 202E32000 CURB REMOVED | 977 FT | $17.00 | $30.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 16 EACH | $150 | $150 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 14 EACH | $100 | $100 |
| 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B | 4 EACH | $150 | $150 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 27 EACH | $250 | $250 |
| 202E48100 CABLE BARRIER REMOVED FOR STORAGE | 2,074 FT | $14.91 | $20.74 |
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 →
| 283 STA |
| $92.32 |
| $100 |
| 209E60500 LINEAR GRADING | 5.64 MILE | $3,971 | $2,000 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 1 EACH | $2,250 | $2,250 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 14 EACH | $1,150 | $1,150 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 17 EACH | $2,400 | $2,400 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 11 EACH | $350 | $350 |
| AA2 606E55150 SPECIAL - CABLE BARRIER, ANCHOR ASSEMBLY, (BRIFEN) | 2 EACH | $4,600 | $4,600 |
| 659E10000 SEEDING AND MULCHING | 9,933 SY | $0.92 | $1.53 |
| 659E20000 COMMERCIAL FERTILIZER | 1.34 TON | $1,500 | $900 |
| 659E31000 LIME | 2.05 ACRE | $200 | $100 |
| 659E35000 WATER | 27 MGAL | $1.00 | $10.00 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 3 EACH | $2,005 | $3,000 |
| 254E01600 PATCHING PLANED SURFACE | 214 SY | $11.50 | $5.00 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 4,914 FT | $2.52 | $3.50 |
| 304E20000 AGGREGATE BASE | 6.1 CY | $478 | $750 |
| 442E22400 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 118 CY | $227 | $265 |
| 609E18000 COMBINATION CURB AND GUTTER, TYPE 3 | 347 FT | $36.00 | $90.00 |
| 609E23001 COMBINATION CURB AND GUTTER, TYPE 4, AS PER PLAN | 36 FT | $40.00 | $97.00 |
| 609E26000 CURB, TYPE 6 | 630 FT | $25.00 | $50.00 |
| 617E10100 COMPACTED AGGREGATE | 73 CY | $350 | $650 |
| 617E20000 SHOULDER PREPARATION | 1,306 SY | $5.72 | $1.50 |
| 617E25000 WATER | 1 MGAL | $7.93 | $25.00 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 12.95 MILE | $1,075 | $3,000 |
| 621E00100 RPM | 783 EACH | $37.00 | $37.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 722 EACH | $12.90 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 298 EACH | $10.00 | $10.00 |
| 626E00118 BARRIER REFLECTOR, TYPE 6 | 21 EACH | $20.00 | $5.00 |
| 644E00500 STOP LINE | 65 FT | $10.00 | $10.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 542 FT | $11.00 | $11.00 |
| 644E00720 CHEVRON MARKING | 1,072 FT | $11.00 | $11.00 |
| 644E01300 LANE ARROW | 7 EACH | $150 | $150 |
| 644E01350 LANE REDUCTION ARROW | 5 EACH | $275 | $275 |
| 644E01360 WRONG WAY ARROW | 5 EACH | $175 | $175 |
| 645E00118 EDGE LINE, 6", TYPE A4 | 0.58 MILE | $25,000 | $25,000 |
| 645E00220 LANE LINE, 6", TYPE A4 | 0.34 MILE | $9,000 | $9,000 |
| 645E01522 DOTTED LINE, 6", TYPE A4 | 260 FT | $2.50 | $2.50 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 91 FT | $10.00 | $10.00 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 6.36 MILE | $1,500 | $1,500 |
| 807E14310 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHA | 5,676 FT | $2.50 | $2.50 |
| 807E14410 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOT | 3,669 FT | $0.85 | $0.85 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1,390 | $1,390 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $1.30 | $1.30 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1,800 | $1,800 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $889 | $889 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 6.36 MILE | $660 | $660 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 6.36 MILE | $660 | $660 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 12.95 MILE | $890 | $890 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 12.95 MILE | $890 | $890 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 5,676 FT | $0.95 | $0.95 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 5,676 FT | $0.95 | $0.95 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 3,669 FT | $0.70 | $0.70 |
| 614E24612 WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 3,669 FT | $0.70 | $0.70 |
| 614E25200 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 P | 542 FT | $4.00 | $4.00 |
| 614E25620 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS III, 642 | 542 FT | $4.00 | $4.00 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 65 FT | $8.00 | $8.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 65 FT | $8.00 | $8.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 36 SNMT | $777 | $777 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $32,740 | $71,044 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $12,369 | $35,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 10,969 CY | $226.43 | $2.48M | 25% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 7,068 CY | $286.35 | $2.02M | 21% |
| 255E19100 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 1,262 SY | $820.87 | $1.04M | 11% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 26,712.5 FT | $26.75 | $715k | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $575,383 | $575k | 6% |
| 258E10000 RETROFIT DOWEL BAR | 2,652 EACH | $186.45 | $494k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $487,500 | $488k | 5% |
| 209E70000 BORROW | 2,516 CY | $162.46 | $409k | 4% |
| 451E30000 SPECIAL - PRESSURE RELIEF JOINT, TYPE A, ASPHALT R | 702 FT | $360.85 | $253k | 3% |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 11,051 CY | $12 | $133k | 1% |