LOR-SR 57-06.58
LOR County · est $0.3M
Bid dateThursday, May 12—
LOR County · est $0.3M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 38 more items below.
| Item | Quantity | R1Eclipse CO LLC | R2Madex Construction CO | % of bid |
|---|---|---|---|---|
| 611E95200 10' X 6' CONDUIT, TYPE A, 706.05 | 62 FT | $1,246 | $1,677 | 26% |
| 624E10000 MOBILIZATION | 1 LS | $30,803 | $15,877 | 10% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 11 CY | $2,500 | $2,062 | 9% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 31 CY | $750 | $571 | 8% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 64 CY | $305 | $336 | 7% |
| 442E22001 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 40 CY | $462 | $509 | 6% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $17,603 | $7,417 | 6% |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $11,722 | $10,451 | 4% |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $10,000 | $2,542 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 4,178 LB | $2.00 | $2.85 | 3% |
| 304E20000 AGGREGATE BASE | 84 CY | $77.00 | $76.08 | 2% |
| 203E20000 EMBANKMENT | 322 CY | $19.00 | $40.65 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,000 | $10,754 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH | $2,965 | $3,300 | 2% |
| 659E00300 TOPSOIL | 123 CY | $44.00 | $58.12 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION (WINGWALL FOOTING) | 1 LS | $5,230 | $5,717 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $3,276 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $5,000 | $6,647 | 2% |
| 659E10000 SEEDING AND MULCHING | 1,110 SY | $4.17 | $3.68 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,500 | $5,188 | 2% |
| Item | Quantity | R1Eclipse CO LLC | R2Madex Construction CO |
|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 317 SY | $11.00 | $20.41 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 28 FT | $12.00 | $25.62 |
| 202E38000 GUARDRAIL REMOVED | 275 FT | $2.00 | $6.58 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 3 EACH | $149 | $458 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $105 | $458 |
| 203E10000 EXCAVATION | 25 CY | $30.00 | $29.81 |
| 204E10000 SUBGRADE COMPACTION | 346 SY | $1.00 | $4.51 |
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 →
| 606E15050 GUARDRAIL, TYPE MGS | 112.5 FT | $25.25 | $46.32 |
| 606E17350 GUARDRAIL, TYPE MGS, 25' LONG-SPAN | 50 FT | $27.60 | $52.11 |
| 623E38500 MONUMENT ASSEMBLY | 1 EACH | $2,192 | $1,972 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 3 EACH | $209 | $232 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 19 CY | $121 | $174 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $53.00 | $203 |
| 659E14000 REPAIR SEEDING AND MULCHING | 56 SY | $1.00 | $7.24 |
| 659E15000 INTER-SEEDING | 56 SY | $0.12 | $7.24 |
| 659E20000 COMMERCIAL FERTILIZER | 0.16 TON | $1,225 | $1,274 |
| 659E31000 LIME | 0.23 ACRE | $49.00 | $376 |
| 659E35000 WATER | 6.14 MGAL | $1.00 | $16.97 |
| 670E00520 SLOPE EROSION PROTECTION MAT, TYPE B | 159 SY | $4.00 | $9.11 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 43 FT | $10.00 | $21.45 |
| 611E04600 12" CONDUIT, TYPE C | 32 FT | $78.00 | $93.65 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.0 INCH) | 160 SY | $26.25 | $28.95 |
| 407E10000 TACK COAT | 69 GAL | $3.15 | $3.47 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 6 EACH | $18.00 | $24.19 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 3 EACH | $11.00 | $40.53 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 26 FT | $9.00 | $40.53 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $75.00 | $232 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $24.00 | $116 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.06 MILE | $29,400 | $88,863 |
| 642E00300 CENTER LINE, TYPE 1 | 0.03 MILE | $29,400 | $89,088 |
| 614E12420 DETOUR SIGNING | 1 LS | $4,013 | $11,567 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 24 SY | $42.00 | $84.23 |
| 512E33000 TYPE 2 WATERPROOFING | 197 SY | $22.00 | $25.63 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 38 SF | $7.00 | $17.93 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $1,996 | $4,201 |
| 602E20000 CONCRETE MASONRY | 1 CY | $1,201 | $1,550 |
| 619E16000 FIELD OFFICE, TYPE A | 3 MNTH | $683 | $1,059 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E95200 10' X 6' CONDUIT, TYPE A, 706.05 | 62 FT | $1,246 | $77k | 23% |
| 624E10000 MOBILIZATION | 1 LS | $30,803 | $31k | 9% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 11 CY | $2,500 | $28k | 8% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 31 CY | $750 | $23k | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 64 CY | $305 | $20k | 6% |
| 442E22001 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 40 CY | $462 | $18k | 5% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $17,603 | $18k | 5% |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $11,722 | $12k | 3% |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $10,000 | $10k | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 4,178 LB | $2 | $8k | 2% |