Was-SR 821-04.444
Washington County · est $4.1M
Bid dateThursday, February 8—
Washington County · est $4.1M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 58 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC | % of bid |
|---|---|---|---|---|
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 5,054 CY | $240 | $255 | 31% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (5552 CY | $200 | $220 | 29% |
| 253E02000 PAVEMENT REPAIR | 953 CY | $365 | $500 | 9% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 876 CY | $225 | $265 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $144,000 | $350,000 | 4% |
| 606E15050 GUARDRAIL, TYPE MGS | 5,775 FT | $19.00 | $17.40 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $105,000 | $200,000 | 3% |
| 617E10100 COMPACTED AGGREGATE | 1,064 CY | $95.00 | $110 | 3% |
| 203E10000 EXCAVATION | 1,278 CY | $60.00 | $65.00 | 2% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 667 SY | $110 | $90.00 | 2% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 389 CY | $165 | $255 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 15,103 GAL | $4.00 | $3.00 | 2% |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 40 EACH | $1,380 | $1,480 | 1% |
| 611E07400 18" CONDUIT, TYPE B | 372 FT | $120 | $150 | 1% |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN | 80 CY | $445 | $1,100 | 1% |
| 621E00100 RPM | 789 EACH | $38.50 | $36.00 | 1% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,325 FT | $20.00 | $19.20 | 1% |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 14.6 MILE | $1,800 | $1,725 | 1% |
| 611E98510 CATCH BASIN, NO. 2-3 | 8 EACH | $3,100 | $4,000 | 1% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 2.11 MILE | $11,600 | $6,500 | 1% |
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,000 | $10,000 |
| 202E20010 HEADWALL REMOVED | 12 EACH | $260 | $600 |
| 202E23000 PAVEMENT REMOVED | 294 SY | $20.00 | $140 |
| 202E30000 WALK REMOVED | 576 SF | $5.50 | $8.50 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 591 FT | $18.50 | $25.00 |
| 202E38000 GUARDRAIL REMOVED | 8,912.5 FT | $2.00 | $2.00 |
| 202E58100 CATCH BASIN REMOVED | 7 EACH | $400 | $600 |
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 →
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, VARIOUS | 336 FT | $45.00 | $75.00 |
| 203E20000 EMBANKMENT | 343 CY | $35.00 | $15.00 |
| 204E10000 SUBGRADE COMPACTION | 4,952 SY | $1.15 | $1.00 |
| 209E10000 DITCH CLEANOUT | 365 FT | $20.00 | $17.00 |
| 209E15050 RESHAPING UNDER GUARDRAIL | 1.89 MILE | $3,200 | $2,600 |
| 209E60501 LINEAR GRADING, AS PER PLAN | 4.22 MILE | $650 | $4,000 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 10.04 MILE | $1,450 | $2,150 |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 12.5 FT | $30.00 | $29.60 |
| 606E17350 GUARDRAIL, TYPE MGS, 25' LONG-SPAN | 200 FT | $18.50 | $21.40 |
| 606E17351 GUARDRAIL, TYPE MGS, 25' LONG-SPAN, AS PER PLAN | 137.5 FT | $22.00 | $22.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 7 EACH | $2,400 | $2,460 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 14 EACH | $1,110 | $1,285 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $2,125 | $2,120 |
| 608E10000 4" CONCRETE WALK | 620 SF | $21.00 | $25.00 |
| 608E53020 DETECTABLE WARNING | 96 SF | $25.60 | $40.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 BIDIRECTIONAL | 221 EACH | $10.70 | $11.00 |
| 601E11000 RIPRAP, TYPE D | 15 SY | $390 | $410 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 17 CY | $260 | $225 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 25 CY | $350 | $335 |
| 659E10000 SEEDING AND MULCHING | 12,878 SY | $1.00 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 1.16 TON | $8,000 | $1,600 |
| 659E31000 LIME | 2.66 ACRE | $800 | $160 |
| 659E35000 WATER | 70 MGAL | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 6 CY | $2,000 | $2,600 |
| 611E05900 15" CONDUIT, TYPE B | 74 FT | $105 | $150 |
| 611E06100 15" CONDUIT, TYPE C | 65 FT | $72.00 | $95.00 |
| 611E06400 15" CONDUIT, TYPE D | 48 FT | $70.00 | $90.00 |
| 611E07200 18" CONDUIT, TYPE A | 183 FT | $110 | $235 |
| 611E10200 24" CONDUIT, TYPE A | 93 FT | $165 | $200 |
| 611E10400 24" CONDUIT, TYPE B | 79 FT | $165 | $200 |
| 611E10600 24" CONDUIT, TYPE C | 7 FT | $310 | $200 |
| 611E97400 CONDUIT, MISC.:, TYPE C | 60 FT | $72.00 | $110 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE 1.50" | 2,829 SY | $6.00 | $15.00 |
| 304E20000 AGGREGATE BASE | 10 CY | $150 | $200 |
| 407E13900 TACK COAT, 702.13 | 25 GAL | $3.50 | $4.25 |
| 408E10000 PRIME COAT | 4,712 GAL | $3.50 | $4.50 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 2.11 MILE | $3,200 | $1,600 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 789 EACH | $10.00 | $20.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 14.6 MILE | $1,190 | $775 |
| 642E00300 CENTER LINE, TYPE 1 | 7.3 MILE | $1,575 | $1,200 |
| 644E00500 STOP LINE | 445 FT | $16.00 | $10.00 |
| 644E01110 SCHOOL SYMBOL MARKING, 96" | 2 EACH | $800 | $500 |
| 614E12460 WORK ZONE MARKING SIGN | 51 EACH | $95.00 | $80.00 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 5 EACH | $725 | $500 |
| 614E21500 WORK ZONE CENTER LINE, CLASS II, 642 PAINT | 14.6 MILE | $245 | $550 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 100 FT | $11.00 | $10.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $16,800 | $55,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $3,450 | $10,000 |
| 516E11800 VERTICAL EXTENSION OF STRUCTURAL EXPANSION JOINT | 113 FT | $200 | $325 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $17,223 | $22,500 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $9,000 | $30,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 5,054 CY | $240 | $1.21M | 28% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (5552 CY | $200 | $1.11M | 26% |
| 253E02000 PAVEMENT REPAIR | 953 CY | $365 | $348k | 8% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 876 CY | $225 | $197k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $144,000 | $144k | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 5,775 FT | $19 | $110k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $105,000 | $105k | 2% |
| 617E10100 COMPACTED AGGREGATE | 1,064 CY | $95 | $101k | 2% |
| 203E10000 EXCAVATION | 1,278 CY | $60 | $77k | 2% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 667 SY | $110 | $73k | 2% |