PRE-US 35/SR 122-13.12/-0.00
PRE County · est $10M
Bid dateThursday, November 3—
PRE County · est $10M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 41 more items below.
| Item | Quantity | R1Barrett Paving Materials INC | R2John R Jurgensen Company | % of bid |
|---|---|---|---|---|
| 253E02001 PAVEMENT REPAIR, AS PER PLAN(A) | 16,311 CY | $225 | $285 | 32% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 10,713 CY | $220 | $233 | 21% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 12,844 CY | $98.00 | $150 | 11% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (5357 CY | $200 | $239 | 9% |
| 204E13001 EXCAVATION OF SUBGRADE, AS PER PLAN, 12" DEEP | 12,844 CY | $70.00 | $66.55 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $550,000 | $1,011,363 | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 142,009 SY | $2.00 | $2.30 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.25" | 110,192 SY | $2.50 | $4.99 | 2% |
| 253E02000 PAVEMENT REPAIR(A) | 350 CY | $430 | $553 | 1% |
| 624E10000 MOBILIZATION | 1 LS | $150,000 | $400,000 | 1% |
| 644E00104 EDGE LINE, 6" | 28.52 MILE | $3,706 | $3,706 | 1% |
| 253E02000 PAVEMENT REPAIR(B) | 200 CY | $500 | $474 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 25,050 GAL | $3.50 | $4.50 | 1% |
| 617E10100 COMPACTED AGGREGATE | 817 CY | $95.00 | $87.84 | 1% |
| 644E00300 CENTER LINE | 14.92 MILE | $4,867 | $4,867 | 1% |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $70,000 | $192,000 | 1% |
| 204E50000 GEOTEXTILE FABRIC, TYPE D | 38,532 SY | $1.50 | $2.91 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $52,686 | $56,880 | 0% |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 500 CY | $100 | $215 | 0% |
| 621E00100 RPM | 985 EACH | $42.00 | $42.00 | 0% |
| Item | Quantity | R1Barrett Paving Materials INC | R2John R Jurgensen Company |
|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 2 SY | $100 | $700 |
| 202E30000 WALK REMOVED | 502 SF | $20.00 | $20.00 |
| 202E32000 CURB REMOVED | 8 FT | $40.00 | $40.00 |
| 202E32500 CURB AND GUTTER REMOVED | 32 FT | $40.00 | $40.00 |
| 202E38000 GUARDRAIL REMOVED | 788 FT | $3.00 | $3.00 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 11 EACH | $1,000 | $1,000 |
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 →
| 17 MILE |
| $800 |
| $1,327 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 462.5 FT | $28.00 | $28.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | — | $2,375 | $2,375 |
| 608E10000 4" CONCRETE WALK | 164 SF | $22.00 | $20.00 |
| 608E52000 CURB RAMP | 370 SF | $45.00 | $48.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,500 | $1,525 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $15,000 | $9,375 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $3,000 | $2,927 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $1,500 | $818 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 21 EACH | $700 | $883 |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN(B) | 3 CY | $500 | $500 |
| 254E01600 PATCHING PLANED SURFACE | 2,540 SY | $10.00 | $7.06 |
| 609E24510 CURB, TYPE 4-C | 32 FT | $78.00 | $75.00 |
| 617E20000 SHOULDER PREPARATION | 16,732 SY | $1.80 | $2.43 |
| 617E25000 WATER | 24 MGAL | $10.00 | $54.21 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 7 EACH | $400 | $818 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 985 EACH | $6.00 | $24.80 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 17 EACH | $11.00 | $11.00 |
| 644E00400 CHANNELIZING LINE, 8" | 130 FT | $3.50 | $3.50 |
| 644E00500 STOP LINE | 95 FT | $8.00 | $8.00 |
| 644E00631 CROSSWALK LINE, 24", AS PER PLAN | 376 FT | $8.00 | $8.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 160 FT | $8.00 | $8.00 |
| 644E01200 PARKING LOT STALL MARKING | 462 FT | $3.00 | $3.00 |
| 644E01300 LANE ARROW | 2 EACH | $301 | $301 |
| 646E10010 EDGE LINE, 6" | 0.18 MILE | $25,987 | $25,987 |
| 646E10200 CENTER LINE | 0.09 MILE | $51,911 | $51,911 |
| 614E12420 DETOUR SIGNING | 1 LS | $10,000 | $13,745 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 8.21 MILE | $2,400 | $2,400 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 14.92 MILE | $2,340 | $2,340 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 16.42 MILE | $1,150 | $1,150 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 28.52 MILE | $1,150 | $1,150 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 95 FT | $4.15 | $4.15 |
| 616E10000 WATER | 50 MGAL | $10.00 | $523 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $30,000 | $61,751 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 253E02001 PAVEMENT REPAIR, AS PER PLAN(A) | 16,311 CY | $225 | $3.67M | 31% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 10,713 CY | $220 | $2.36M | 20% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 12,844 CY | $98 | $1.26M | 11% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (5357 CY | $200 | $1.07M | 9% |
| 204E13001 EXCAVATION OF SUBGRADE, AS PER PLAN, 12" DEEP | 12,844 CY | $70 | $899k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $550,000 | $550k | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 142,009 SY | $2 | $284k | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.25" | 110,192 SY | $2.5 | $275k | 2% |
| 253E02000 PAVEMENT REPAIR(A) | 350 CY | $430 | $151k | 1% |
| 624E10000 MOBILIZATION | 1 LS | $150,000 | $150k | 1% |