HIG-US 50/SR 73-07.40/00.00 PV
HIG County · est $4.0M
Bid dateThursday, June 30—
HIG County · est $4.0M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 7%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 34 more items below.
| Item | Quantity | R1Shelly Company | R2John R Jurgensen Company | % of bid |
|---|---|---|---|---|
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 10,838 CY | $175 | $229 | 53% |
| 617E10100 COMPACTED AGGREGATE | 5,422 CY | $55.00 | $27.38 | 8% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE,1.5" | 244,851 SY | $1.15 | $2.09 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $276,100 | $90,282 | 8% |
| 251E01001 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN | 5,500 SY | $26.75 | $40.85 | 4% |
| 254E01600 PATCHING PLANED SURFACE | 48,971 SY | $2.15 | $3.51 | 3% |
| 644E00104 EDGE LINE, 6" | 27.07 MILE | $3,835 | $3,976 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 |
| Item | Quantity | R1Shelly Company | R2John R Jurgensen Company |
|---|---|---|---|
| 202E30000 WALK REMOVED | 247 SF | $17.00 | $8.48 |
| 209E60500 LINEAR GRADING | 11.88 MILE | $1,000 | $2,752 |
| 608E10000 4" CONCRETE WALK | 100 SF | $25.00 | $19.06 |
| 608E52000 CURB RAMP | 247 SF | $29.00 | $22.85 |
| 608E53020 DETECTABLE WARNING | 62 SF | $10.00 | $22.50 |
| 617E25000 WATER | 5.41 MGAL | $1.00 | $260 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 13.82 MILE | $450 | $450 |
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 →
| $100,000 |
| 3% |
| 407E20000 NON-TRACKING TACK COAT | 22,112 GAL | $3.50 | $5.00 | 2% |
| 644E00300 CENTER LINE | 15.07 MILE | $4,290 | $5,501 | 2% |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 101.26 MILE | $500 | $500 | 1% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 11.86 MILE | $3,500 | $1,746 | 1% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 50 CF | $615 | $615 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 30.2 MILE | $930 | $1,271 | 1% |
| 621E00100 RPM | 798 EACH | $33.00 | $33.00 | 1% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN,1. | 15,281 SY | $1.35 | $2.71 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $18,800 | $14,787 | 1% |
| 202E23500 WEARING COURSE REMOVED | 309.3 SY | $56.00 | $10.88 | 0% |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 14 EACH | $925 | $567 | 0% |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 798 EACH | $16.00 | $14.84 | 0% |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 11.86 MILE | $1,050 | $1,050 |
| 638E10900 SERVICE BOX ADJUSTED TO GRADE | 7 EACH | $625 | $447 |
| 632E26500 DETECTOR LOOP | 2 EACH | $3,875 | $2,750 |
| 632E90300 SIGNALIZATION, MISC.:, WEATHER MONITORING SENSOR | 1 LS | $7,500 | $8,250 |
| 642E40000 SPEED MEASUREMENT MARKING | 5 EACH | $640 | $400 |
| 644E00400 CHANNELIZING LINE, 8" | 1,460 FT | $2.00 | $2.00 |
| 644E00500 STOP LINE | 104 FT | $9.20 | $7.00 |
| 644E00620 CROSSWALK LINE, 12" | 156 FT | $4.00 | $5.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 845 FT | $8.95 | $7.00 |
| 644E00900 ISLAND MARKING | 81 SF | $3.50 | $5.00 |
| 644E01200 PARKING LOT STALL MARKING | 144 FT | $2.40 | $7.00 |
| 644E01300 LANE ARROW | 18 EACH | $104 | $150 |
| 614E12460 WORK ZONE MARKING SIGN | 75 EACH | $105 | $95.00 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 2,920 FT | $0.90 | $1.25 |
| 614E25620 WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS III, 642 | 1,690 FT | $3.00 | $1.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 208 FT | $3.50 | $3.00 |
| 614E27250 WORK ZONE CROSSWALK LINE, CLASS III, 12", 642 PAIN | 312 FT | $2.00 | $1.00 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 36 EACH | $70.00 | $30.00 |
| 614E32800 WORK ZONE ISLAND MARKING, CLASS III, 642 PAINT | 162 SF | $2.00 | $1.00 |
| 616E10000 WATER | 100 MGAL | $1.00 | $16.96 |
| 407E20000 NON-TRACKING TACK COAT | 50 GAL | $3.50 | $10.00 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 97 FT | $24.00 | $24.62 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 25.8 CY | $490 | $301 |
| 512E33010 TYPE 3 WATERPROOFING | 309.3 SY | $36.00 | $25.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 27 SY | $25.00 | $28.00 |
| 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS | 542.2 SY | $11.00 | $13.50 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,500 | $9,829 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 10,838 CY | $175.15 | $1.90M | 51% |
| 617E10100 COMPACTED AGGREGATE | 5,422 CY | $55 | $298k | 8% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE,1.5" | 244,851 SY | $1.15 | $282k | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $276,100 | $276k | 7% |
| 251E01001 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN | 5,500 SY | $26.75 | $147k | 4% |
| 254E01600 PATCHING PLANED SURFACE | 48,971 SY | $2.15 | $105k | 3% |
| 644E00104 EDGE LINE, 6" | 27.07 MILE | $3,835 | $104k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 407E20000 NON-TRACKING TACK COAT | 22,112 GAL | $3.5 | $77k | 2% |
| 644E00300 CENTER LINE | 15.07 MILE | $4,290 | $65k | 2% |