GUE-/MUS/NOB-SR 146/SR 340/SR 672 VAR
GUE County · est $4.7M
Bid dateThursday, December 19—
GUE County · est $4.7M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 71 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC | % of bid |
|---|---|---|---|---|
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 5,043 CY | $220 | $235 | 26% |
| 441E50201 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (3894 CY | $210 | $222 | 19% |
| 253E02000 PAVEMENT REPAIR | 2,025 CY | $305 | $350 | 15% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $350,000 | $280,000 | 8% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 116,330 SY | $2.00 | $1.75 | 5% |
| 422E11000 AGGREGATE, SINGLE CHIP SEAL, TYPE A | 97,288 SY | $1.50 | $1.45 | 3% |
| 422E25000 EMULSION, CHIP SEAL | 35,997 GAL | $3.10 | $2.95 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $200,000 | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,250 CY | $80.00 | $95.00 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2.25" | 25,604 SY | $3.75 | $3.00 | 2% |
| 644E00104 EDGE LINE, 6" | 19.73 MILE | $4,100 | $3,250 | 2% |
| 202E23500 WEARING COURSE REMOVED | 3,040 SY | $23.00 | $10.00 | 2% |
| 202E98100 REMOVAL MISC.: RAILROAD CROSSING REMOVED | 5 EACH | $12,500 | $5,750 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 18,525 GAL | $3.25 | $3.20 | 1% |
| 621E00100 RPM | 1,732 EACH | $34.00 | $36.00 | 1% |
| 644E00300 CENTER LINE | 10.29 MILE | $5,175 | $4,400 | 1% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 108 CY | $450 | $500 | 1% |
| 886E11000 FOG SEAL (NON-TRACKING) | 14,593 GAL | $3.20 | $3.30 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 8,989 GAL | $4.75 | $4.25 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 45.88 MILE | $920 | $925 | 1% |
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC |
|---|---|---|---|
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 14 SY | $39.00 | $110 |
| 202E30000 WALK REMOVED | 563 SF | $4.50 | $12.50 |
| 202E32000 CURB REMOVED | 113 FT | $5.50 | $32.00 |
| 202E32501 CURB AND GUTTER REMOVED, AS PER PLAN | 75 FT | $8.25 | $45.00 |
| 202E98100 REMOVAL MISC.: FOUNDATION REMOVED | 1 EACH | $550 | $850 |
| 203E10000 EXCAVATION | 34 CY | $55.00 | $250 |
| 204E10000 SUBGRADE COMPACTION | 278 SY | $10.50 | $5.00 |
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 →
| 209E60500 LINEAR GRADING | 16.68 MILE | $1,650 | $2,750 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 18.02 MILE | $1,650 | $2,175 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 652 FT | $5.50 | $4.00 |
| 606E16500 GUARDRAIL REBUILT, TYPE 5 | 68.75 FT | $50.50 | $50.00 |
| 606E35010 BRIDGE TERMINAL ASSEMBLY REBUILT, TYPE 1 | 1 EACH | $2,005 | $1,000 |
| 608E10000 4" CONCRETE WALK | 220 SF | $45.00 | $55.00 |
| 608E52000 CURB RAMP | 212 SF | $55.00 | $55.00 |
| 608E53020 DETECTABLE WARNING | 88 SF | $55.00 | $45.00 |
| 609E16001 CURB, TYPE 2-B, AS PER PLAN | 25 FT | $75.00 | $160 |
| 609E26000 CURB, TYPE 6 | 291 FT | $75.00 | $60.00 |
| 653E10000 TOPSOIL FURNISHED AND PLACED | 2 CY | $400 | $550 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 11 SY | $405 | $50.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 611E98631 CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN (A) | 6 EACH | $1,650 | $2,250 |
| 611E98631 CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN (B) | 4 EACH | $2,500 | $2,500 |
| 611E98635 CATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN | 1 EACH | $2,850 | $3,000 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 4 EACH | $1,550 | $1,100 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 3 EACH | $950 | $150 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 60 CY | $475 | $440 |
| 304E20000 AGGREGATE BASE | 41 CY | $215 | $400 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 94 FT | $30.00 | $23.70 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (A) | 317 FT | $24.25 | $23.70 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,732 EACH | $10.00 | $14.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 100 FT | $35.50 | $16.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 11 EACH | $50.50 | $15.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 17 EACH | $205 | $25.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 15 EACH | $50.50 | $15.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 16.58 MILE | $955 | $950 |
| 642E00300 CENTER LINE, TYPE 1 | 8.29 MILE | $1,280 | $1,275 |
| 642E00500 STOP LINE, TYPE 1 | 39 FT | $12.25 | $12.00 |
| 642E30000 REMOVAL OF PAVEMENT MARKING | 39 FT | $20.50 | $75.00 |
| 642E30020 REMOVAL OF PAVEMENT MARKING | 2 EACH | $305 | $100 |
| 642E30030 REMOVAL OF PAVEMENT MARKING | 24.87 MILE | $1,520 | $1,000 |
| 644E00500 STOP LINE | 543 FT | $13.55 | $6.00 |
| 644E00620 CROSSWALK LINE, 12" | 790 FT | $6.85 | $4.50 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 56 FT | $14.55 | $6.00 |
| 646E10010 EDGE LINE, 6" | 0.21 MILE | $27,970 | $10,000 |
| 646E10200 CENTER LINE | 0.19 MILE | $47,950 | $15,000 |
| 614E12460 WORK ZONE MARKING SIGN | 82 EACH | $90.00 | $85.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 9 CY | $275 | $300 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 393 FT | $6.05 | $6.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 786 SY | $18.50 | $18.84 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 68 FT | $24.25 | $23.70 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK, TYPE B | 1 SY | $1,880 | $1,314 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 466 SY | $18.50 | $18.84 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 64 FT | $24.25 | $23.70 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 350 SY | $18.50 | $18.84 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 60 FT | $24.25 | $23.70 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK, TYPE B | 11 SY | $1,880 | $729 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 360 SY | $18.50 | $18.84 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 64 FT | $24.25 | $23.70 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK, TYPE B | 1 SY | $1,880 | $1,314 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 316 SY | $18.50 | $18.84 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 61 FT | $24.25 | $23.70 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK, TYPE B | 1 SY | $1,880 | $1,314 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 262 SY | $18.25 | $18.84 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN (B) | 60 FT | $24.25 | $23.70 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 324 SY | $18.50 | $18.84 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK, TYPE B | 1 SY | $1,880 | $1,314 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 283 SY | $18.25 | $18.84 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK, TYPE B | 1 SY | $1,880 | $1,314 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,000 | $26,024 |
| 619E16020 FIELD OFFICE, TYPE C | 12 MNTH | $3,250 | $3,250 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $16,520 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 5,043 CY | $220 | $1.11M | 23% |
| 441E50201 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (3894 CY | $210 | $818k | 17% |
| 253E02000 PAVEMENT REPAIR | 2,025 CY | $305 | $618k | 13% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $350,000 | $350k | 7% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 116,330 SY | $2 | $233k | 5% |
| 422E11000 AGGREGATE, SINGLE CHIP SEAL, TYPE A | 97,288 SY | $1.5 | $146k | 3% |
| 422E25000 EMULSION, CHIP SEAL | 35,997 GAL | $3.1 | $112k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 2% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,250 CY | $80 | $100k | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2.25" | 25,604 SY | $3.75 | $96k | 2% |