GUE-IR 70-12.32
GUE County · est $8.3M
Bid dateThursday, September 11—
GUE County · est $8.3M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 40 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC | % of bid |
|---|---|---|---|---|
| 442E10331 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 12,990 CY | $245 | $240 | 44% |
| 451E16010 12" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 3,555 SY | $200 | $173 | 10% |
| 252E01001 FULL DEPTH RIGID PAVEMENT REMOVAL AND FLEXIBLE REP | 3,028 SY | $220 | $290 | 9% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.75" | 246,996 SY | $2.65 | $2.25 | 9% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 2,737 CY | $120 | $60.00 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $303,000 | $398,000 | 4% |
| 209E60501 LINEAR GRADING, AS PER PLAN | 20.75 MILE | $8,800 | $6,500 | 3% |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (678 CY | $250 | $240 | 2% |
| 253E02000 PAVEMENT REPAIR | 250 CY | $550 | $530 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $116,500 | $400,000 | 2% |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 8,795 CY | $12.00 | $8.00 | 1% |
| 255E12000 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 165 SY | $500 | $375 | 1% |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 15,030 FT | $5.01 | $6.50 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 800 HOUR | $88.00 | $95.00 | 1% |
| 251E98000 PARTIAL DEPTH REPAIR, MISC.:EXPANSION JOINT | 16 CY | $4,250 | $6,800 | 1% |
| 202E23000 PAVEMENT REMOVED | 3,555 SY | $19.00 | $20.00 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.00" | 24,406 SY | $2.65 | $2.60 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 19,763 GAL | $3.25 | $3.50 | 1% |
| 619E16020 FIELD OFFICE, TYPE C | 12 MNTH | $5,000 | $2,800 | 1% |
| 638E98100 WATER WORK, MISC.: INSPECTION PORTALS | 1 LS | $55,000 | $32,000 | 1% |
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC |
|---|---|---|---|
| 203E10000 EXCAVATION | 261 CY | $50.00 | $55.00 |
| 204E10000 SUBGRADE COMPACTION | 4,647 SY | $4.50 | $4.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 150 CY | $35.00 | $50.00 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 150 CY | $105 | $100 |
| 204E45000 PROOF ROLLING | 2 HOUR | $300 | $300 |
| 204E50000 GEOTEXTILE FABRIC | 450 SY | $2.00 | $3.00 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 66,039 SY | $0.79 | $1.00 |
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 →
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 254E01600 PATCHING PLANED SURFACE | 7,081 SY | $5.00 | $5.00 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 134 CY | $400 | $360 |
| 304E20000 AGGREGATE BASE | 484 CY | $110 | $170 |
| 400E10000 SPECIAL - PAVER MOUNTED THERMAL PROFILING | 1 LS | $7,500 | $20,000 |
| 408E10001 PRIME COAT, AS PER PLAN | 10,401 GAL | $4.50 | $4.55 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 70 CY | $500 | $425 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (A) | 107 FT | $30.00 | $28.44 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 328 FT | $30.00 | $36.24 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 20.41 MILE | $685 | $1,500 |
| 690E98400 SPECIAL - INTELLIGENT COMPACTION | 1 LS | $10,000 | $50,000 |
| 621E00100 RPM | 610 EACH | $33.50 | $33.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 610 EACH | $10.50 | $12.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 21.54 MILE | $1,110 | $1,100 |
| 642E00204 LANE LINE, 6", TYPE 1 | 10.22 MILE | $745 | $740 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 3,755 FT | $1.05 | $1.00 |
| 642E01510 DOTTED LINE, 6", TYPE 1 | 2,805 FT | $0.90 | $0.85 |
| 646E10010 EDGE LINE, 6" | 0.68 MILE | $16,200 | $16,150 |
| 646E10110 LANE LINE, 6" | 0.18 MILE | $12,550 | $12,500 |
| 646E10400 STOP LINE | 155 FT | $15.15 | $15.00 |
| 647E50100 PAVEMENT MARKING, MISC.: WRONG WAY ARROW, TYPE B90 | 4 EACH | $830 | $825 |
| 614E12420 DETOUR SIGNING | 1 LS | $4,000 | $4,000 |
| 614E12600 REPLACEMENT DRUM | 25 EACH | $80.00 | $80.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 28 SNMT | $1,255 | $1,250 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 20.8 MILE | $1,430 | $1,795 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 32.62 MILE | $1,525 | $1,785 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 3,755 FT | $0.75 | $0.75 |
| 614E24200 WORK ZONE DOTTED LINE, CLASS I, 4", 642 PAINT | 2,805 FT | $0.60 | $0.60 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 155 FT | $8.00 | $8.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 36 SNMT | $750 | $750 |
| 614E12460 WORK ZONE MARKING SIGN | 10 EACH | $88.00 | $88.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $30,000 | $40,800 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $18,477 | $30,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10331 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 12,990 CY | $245 | $3.18M | 41% |
| 451E16010 12" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 3,555 SY | $200 | $711k | 9% |
| 252E01001 FULL DEPTH RIGID PAVEMENT REMOVAL AND FLEXIBLE REP | 3,028 SY | $220 | $666k | 9% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.75" | 246,996 SY | $2.65 | $655k | 8% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 2,737 CY | $120 | $328k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $303,000 | $303k | 4% |
| 209E60501 LINEAR GRADING, AS PER PLAN | 20.75 MILE | $8,800 | $183k | 2% |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (678 CY | $250 | $170k | 2% |
| 253E02000 PAVEMENT REPAIR | 250 CY | $550 | $138k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $116,500 | $117k | 1% |