Was-IR 77-06.63 SB
Washington County · est $5.5M
Bid dateThursday, July 14—
Washington County · est $5.5M
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 · 31 more items below.
| Item | Quantity | R1Nls Paving, INC | R2Shelly & Sands INC | % of bid |
|---|---|---|---|---|
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 7,542 CY | $225 | $230 | 30% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 5,048 CY | $260 | $270 | 23% |
| 255E10010 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 5,591 SY | $180 | $165 | 18% |
| 606E15050 GUARDRAIL, TYPE MGS | 14,775 FT | $18.92 | $20.00 | 5% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 2,928 SY | $85.00 | $110 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $110,000 | 3% |
| 441E70800 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (531 CY | $260 | $290 | 2% |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 |
| Item | Quantity | R1Nls Paving, INC | R2Shelly & Sands INC |
|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 15,875 FT | $1.60 | $1.70 |
| 202E38300 GUARDRAIL REMOVED, BARRIER DESIGN | 112.5 FT | $2.50 | $2.70 |
| 202E47800 IMPACT ATTENUATOR REMOVED | 1 EACH | $250 | $267 |
| 606E15400 MGS GUARDRAIL, TYPE 8 | 300 FT | $30.64 | $33.00 |
| 606E15550 GUARDRAIL, BARRIER DESIGN, TYPE MGS | 112.5 FT | $31.66 | $34.00 |
| 606E17500 POST END ANCHOR (OR CONCRETE BLOCK END ANCHOR) | 3 EACH | $1,650 | $1,760 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 5 EACH | $2,040 |
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 →
| 449 (343 CY |
| $400 |
| $190 |
| 2% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 2,928 SY | $45.00 | $42.00 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $83,000 | $82,699 | 1% |
| 617E10100 COMPACTED AGGREGATE | 988 CY | $80.00 | $105 | 1% |
| 252E01000 FULL DEPTH RIGID PAVEMENT REMOVAL AND FLEXIBLE REP | 339 SY | $225 | $110 | 1% |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 29,200 FT | $2.50 | $5.00 | 1% |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 10.9 MILE | $5,750 | $8,180 | 1% |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $3,000 | $3,670 | 1% |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 36 SNMT | $1,000 | $1,070 | 1% |
| 254E01010 PAVEMENT PLANING, PORTLAND CEMENT CONCRETE, 1.5" | 2,220 SY | $15.00 | $11.00 | 1% |
| 408E10000 PRIME COAT | 7,585 GAL | $4.25 | $4.60 | 1% |
| 407E13900 TACK COAT, 702.13 | 9,691 GAL | $3.25 | $4.00 | 1% |
| 451E30000 SPECIAL - PRESSURE RELIEF JOINT, TYPE A | 152 FT | $205 | $110 | 1% |
| $2,180 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 4 EACH | $2,330 | $2,490 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 9 EACH | $1,150 | $1,230 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 7 EACH | $2,050 | $2,190 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $325 | $345 |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 1 EACH | $4,500 | $4,800 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 314 EACH | $8.00 | $8.50 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 240 SY | $20.00 | $7.50 |
| 256E10000 BONDED PATCHING OF PORTLAND CEMENT CONCRETE PAVEME | 30 SF | $160 | $95.00 |
| 257E10000 DIAMOND GRINDING PORTLAND CEMENT CONCRETE PAVEMENT | 2,169 SY | $7.25 | $12.30 |
| 407E20000 NON-TRACKING TACK COAT | 6,058 GAL | $3.25 | $4.00 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 10.83 MILE | $1,750 | $615 |
| 621E00100 RPM | 360 EACH | $32.00 | $34.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 360 EACH | $20.00 | $20.00 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 5.45 MILE | $2,750 | $5,720 |
| 850E20010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $8,500 | $6,980 |
| 614E12410 SPEED ZONE AHEAD SYMBOL SIGN | 2 EACH | $125 | $135 |
| 614E12490 RESUME LEGAL SPEED SIGN | 2 EACH | $125 | $135 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 10.38 MILE | $675 | $700 |
| 614E20510 WORK ZONE LANE LINE, CLASS II, 6", 642 PAINT | 10.38 MILE | $675 | $85.00 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 20.76 MILE | $1,375 | $1,440 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.6 MILE | $10,950 | $11,690 |
| 614E24402 WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 1,584 FT | $0.75 | $0.80 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $29,988 | $21,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $15,000 | $2,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 7,542 CY | $225 | $1.70M | 28% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 5,048 CY | $260 | $1.31M | 22% |
| 255E10010 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 5,591 SY | $180 | $1.01M | 17% |
| 606E15050 GUARDRAIL, TYPE MGS | 14,775 FT | $18.92 | $280k | 5% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 2,928 SY | $85 | $249k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 3% |
| 441E70800 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (531 CY | $260 | $138k | 2% |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (343 CY | $400 | $137k | 2% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 2,928 SY | $45 | $132k | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $83,000 | $83k | 1% |