Was-IR 77-06.63
Washington County · est $3.9M
Bid dateThursday, November 5—
Washington County · est $3.9M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 23 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC | % of bid |
|---|---|---|---|---|
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 6,024 CY | $165 | $175 | 27% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 7,027 CY | $125 | $160 | 24% |
| 255E10010 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 3,692 SY | $135 | $157 | 14% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 2,800 SY | $90.00 | $87.60 | 7% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 2,800 SY | $50.00 | $56.10 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $175,000 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $89,929 | $75,000 | 2% |
| 252E01000 FULL DEPTH RIGID PAVEMENT REMOVAL AND FLEXIBLE REP |
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC |
|---|---|---|---|
| 606E16600 GUARDRAIL REBUILT, BARRIER DESIGN, TYPE 5 | 437.5 FT | $18.00 | $18.20 |
| 606E17700 REPLACE EXISTING GUARDRAIL BLOCKOUT | 1,979 EACH | $4.25 | $9.50 |
| 606E27840 ANCHOR ASSEMBLY REBUILT, TYPE B | 1 EACH | $1,060 | $1,550 |
| 606E27850 ANCHOR ASSEMBLY REBUILT, TYPE E | 4 EACH | $800 | $1,780 |
| 606E27900 ANCHOR ASSEMBLY REBUILT, TYPE T | 13 EACH | $450 | $500 |
| 606E60070 IMPACT ATTENUATOR REBUILT, TYPE 1 (BIDIRECTIONAL), | 2 EACH | $2,220 | $2,550 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 159 EACH |
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 →
| 760 SY |
| $112 |
| $100 |
| 2% |
| 617E10100 COMPACTED AGGREGATE | 1,131 CY | $75.00 | $65.00 | 2% |
| 257E10000 DIAMOND GRINDING PORTLAND CEMENT CONCRETE PAVEMENT | 17,741 SY | $4.00 | $3.45 | 2% |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 13.12 MILE | $4,450 | $4,200 | 2% |
| 441E50700 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (388 CY | $150 | $180 | 2% |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 21,400 FT | $2.65 | $1.80 | 2% |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $2,750 | $2,600 | 1% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (340 CY | $150 | $250 | 1% |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 12,350 FT | $2.70 | $4.20 | 1% |
| 254E01010 PAVEMENT PLANING, PORTLAND CEMENT CONCRETE, 1.5" | 2,744 SY | $12.00 | $7.50 | 1% |
| 408E10000 PRIME COAT | 10,025 GAL | $3.00 | $3.25 | 1% |
| 407E13900 TACK COAT, 702.13 | 11,560 GAL | $2.60 | $2.35 | 1% |
| 451E30000 SPECIAL - PRESSURE RELIEF JOINT, TYPE A | 164 FT | $180 | $210 | 1% |
| $6.90 |
| $8.00 |
| 256E10000 BONDED PATCHING OF PORTLAND CEMENT CONCRETE PAVEME | 60 SF | $82.00 | $113 |
| 407E20000 NON-TRACKING TACK COAT | 7,229 GAL | $4.00 | $2.35 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 12.8 MILE | $530 | $1,060 |
| 621E00100 RPM | 433 EACH | $25.50 | $24.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 433 EACH | $10.00 | $14.00 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 6.56 MILE | $2,165 | $2,050 |
| 614E12410 SPEED ZONE AHEAD SYMBOL SIGN | 2 EACH | $127 | $120 |
| 614E12490 RESUME LEGAL SPEED SIGN | 2 EACH | $127 | $120 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 13.12 MILE | $630 | $595 |
| 614E20510 WORK ZONE LANE LINE, CLASS II, 6", 642 PAINT | 13.12 MILE | $80.00 | $595 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 26.24 MILE | $1,114 | $1,055 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.4 MILE | $8,875 | $8,399 |
| 614E24402 WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 910 FT | $3.15 | $2.95 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 36 SNMT | $740 | $700 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $14,000 | $20,410 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $2,500 | $12,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 6,024 CY | $165 | $994k | 26% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 7,027 CY | $125 | $878k | 23% |
| 255E10010 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 3,692 SY | $135 | $498k | 13% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 2,800 SY | $90 | $252k | 7% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 2,800 SY | $50 | $140k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $89,929 | $90k | 2% |
| 252E01000 FULL DEPTH RIGID PAVEMENT REMOVAL AND FLEXIBLE REP | 760 SY | $112 | $85k | 2% |
| 617E10100 COMPACTED AGGREGATE | 1,131 CY | $75 | $85k | 2% |
| 257E10000 DIAMOND GRINDING PORTLAND CEMENT CONCRETE PAVEMENT | 17,741 SY | $4 | $71k | 2% |