DAR-SR 705-05.60/12.04
DAR County · est $0.6M
Bid dateThursday, April 29—
DAR County · est $0.6M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 48 more items below.
| Item | Quantity | R1Eclipse CO LLC | % of bid |
|---|---|---|---|
| 611E95600 12' X 4' CONDUIT, TYPE A, 706.05 | 108 FT | $850 | 21% |
| 611E95000 10' X 5' CONDUIT, TYPE A, 706.05 | 72 FT | $840 | 14% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 228 CY | $206 | 11% |
| 624E10000 MOBILIZATION | 1 LS | $22,912 | 5% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 76 CY | $284 | 5% |
| 614E12420 DETOUR SIGNING | 1 LS | $17,500 | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 15 CY | $1,113 | 4% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $16,500 | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 13 CY | $1,241 | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 5 CY | $2,877 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 4,082 LB | $3.50 | 3% |
| 203E10000 EXCAVATION | 829 CY | $16.00 | 3% |
| 611E13400 30" CONDUIT, TYPE B | 108 FT | $116 | 3% |
| 202E23000 PAVEMENT REMOVED | 1,213 SY | $10.00 | 3% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $10,500 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,500 | 2% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $9,500 | 2% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 2,654 LB | $3.50 | 2% |
| 304E20000 AGGREGATE BASE | 159 CY | $58.00 | 2% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $8,700 | 2% |
| Item | Quantity | R1Eclipse CO LLC |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $6,500 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 212 FT | $16.50 |
| 202E38000 GUARDRAIL REMOVED | 1,088 FT | $2.50 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 8 EACH | $422 |
| 202E58100 CATCH BASIN REMOVED | 3 EACH | $589 |
| 203E20000 EMBANKMENT | 384 CY | $9.50 |
| 204E10000 SUBGRADE COMPACTION | 954 SY | $2.50 |
| 601E11000 RIPRAP, TYPE D | 47 SY | $78.00 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 28 CY | $82.50 |
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 →
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 2 CY | $146 |
| 659E10000 SEEDING AND MULCHING | 2,683 SY | $2.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 134 SY | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.36 TON | $534 |
| 659E31000 LIME | 0.55 ACRE | $214 |
| 659E35000 WATER | 8 MGAL | $1.00 |
| 611E01500 6" CONDUIT, TYPE F | 20 FT | $17.50 |
| 611E02600 8" CONDUIT, TYPE F | 20 FT | $19.50 |
| 611E03300 10" CONDUIT, TYPE C | 4 FT | $119 |
| 611E04600 12" CONDUIT, TYPE C | 126 FT | $54.00 |
| 611E10600 24" CONDUIT, TYPE C | 4 FT | $113 |
| 611E13600 30" CONDUIT, TYPE C | 4 FT | $123 |
| 611E98470 CATCH BASIN, NO. 2-2B | 2 EACH | $1,722 |
| 611E98510 CATCH BASIN, NO. 2-3 | 2 EACH | $2,163 |
| 407E10000 TACK COAT | 77 GAL | $5.50 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 65 CY | $60.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 28 FT | $17.50 |
| 630E80100 SIGN, FLAT SHEET | 7.2 SF | $19.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $10.50 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $16.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.15 MILE | $13,625 |
| 642E00300 CENTER LINE, TYPE 1 | 0.07 MILE | $29,157 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $5,996 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $6,500 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $3,727 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 47 SY | $14.50 |
| 512E33000 TYPE 2 WATERPROOFING | 110 SY | $16.00 |
| 512E33010 TYPE 3 WATERPROOFING | 109 SY | $28.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 34 SF | $8.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 17 CY | $93.50 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $6,352 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 3 CY | $2,813 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,436 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 40 SY | $15.50 |
| 512E33000 TYPE 2 WATERPROOFING | 147 SY | $16.00 |
| 512E33010 TYPE 3 WATERPROOFING | 192 SY | $28.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 26 SF | $9.50 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 15 CY | $102 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $7,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E95600 12' X 4' CONDUIT, TYPE A, 706.05 | 108 FT | $850 | $92k | 17% |
| 611E95000 10' X 5' CONDUIT, TYPE A, 706.05 | 72 FT | $840 | $60k | 11% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 228 CY | $206 | $47k | 8% |
| 624E10000 MOBILIZATION | 1 LS | $22,912 | $23k | 4% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 76 CY | $284 | $22k | 4% |
| 614E12420 DETOUR SIGNING | 1 LS | $17,500 | $18k | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 15 CY | $1,113 | $17k | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $16,500 | $17k | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 13 CY | $1,241 | $16k | 3% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 5 CY | $2,877 | $14k | 3% |