MED-SR 301-05.48
MED County · est $0.4M
Bid dateThursday, May 25—
MED County · est $0.4M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 43 more items below.
| Item | Quantity | R1Adena Corporation | R2Eclipse CO LLC | R3Digioia-suburban Excavating LLC | R4Lockhart Concrete CO | % of bid |
|---|---|---|---|---|---|---|
| 611E94900 8' X 5' CONDUIT, TYPE A, 706.05 | 60 FT | $1,326 | $1,200 | $1,100 | $1,800 | 30% |
| 442E22001 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 31 CY | $660 | $330 | $638 | $455 | 8% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $15,465 | $9,000 | $8,500 | $10,000 | 6% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 24 CY | $644 | $829 | $750 | $450 | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 34 CY | $409 | $300 | $390 | $280 | 5% |
| 611E94901 8' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 5 FT | $2,595 | $3,900 | $4,000 | $6,500 |
| Item | Quantity | R1Adena Corporation | R2Eclipse CO LLC | R3Digioia-suburban Excavating LLC | R4Lockhart Concrete CO |
|---|---|---|---|---|---|
| 202E20010 HEADWALL REMOVED | 2 EACH | $544 | $213 | $600 | $500 |
| 202E23000 PAVEMENT REMOVED | 138 SY | $17.21 | $9.00 | $25.00 | $25.00 |
| 202E98100 REMOVAL MISC.: FENCE POST | 1 EACH | $86.45 | $65.00 | $100 | $500 |
| 203E10000 EXCAVATION | 37 CY | $18.69 | $28.00 | $40.00 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 176 SY | $1.96 |
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 →
| 5% |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 4 EACH | $3,154 | $2,650 | $3,000 | $28.00 | 5% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 9 CY | $1,390 | $2,264 | $5,800 | $650 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $10,577 | $9,321 | $12,500 | $20,000 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.0") | 211 SY | $40.89 | $25.00 | $42.00 | $31.00 | 3% |
| 202E35200 PIPE REMOVED, OVER 24" | 116 FT | $66.28 | $13.00 | $50.00 | $15.00 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 3,518 LB | $2.18 | $4.00 | $1.25 | $3.50 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $7,150 | $17,000 | $15,500 | $25,000 | 3% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 55 CY | $125 | $148 | $145 | $255 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $6,855 | $6,500 | $7,500 | $15,000 | 3% |
| 614E12420 DETOUR SIGNING | 1 LS | $6,186 | $5,295 | $5,500 | $5,000 | 2% |
| 304E20000 AGGREGATE BASE | 53 CY | $103 | $103 | $85.00 | $50.00 | 2% |
| 203E20000 EMBANKMENT | 299 CY | $17.48 | $30.00 | $45.00 | $40.00 | 2% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 2% |
| 611E10600 24" CONDUIT, TYPE C | 55 FT | $76.21 | $119 | $90.00 | $100 | 2% |
| $1.00 |
| $4.00 |
| $6.00 |
| 606E13000 GUARDRAIL, TYPE 5 | 125 FT | $30.37 | $25.00 | $29.00 | $35.00 |
| 606E17290 GUARDRAIL, TYPE 5, LONG-SPAN | 50 FT | $37.38 | $40.00 | $36.00 | $39.00 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 2 EACH | $1,869 | $1,200 | $1,800 | $1,700 |
| 623E38500 MONUMENT ASSEMBLY | 1 EACH | $1,650 | $1,961 | $1,050 | $400 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $3,014 | $1,000 | $2,900 | $500 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $3,014 | $1,000 | $2,900 | $500 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $100 | $105 | $150 | $350 |
| 659E00300 TOPSOIL | 81 CY | $22.84 | $69.00 | $60.00 | $55.00 |
| 659E10000 SEEDING AND MULCHING | 733 SY | $2.84 | $5.75 | $5.00 | $2.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 37 SY | $1.00 | $1.15 | $4.00 | $2.50 |
| 659E15000 INTER-SEEDING | 37 SY | $1.00 | $0.10 | $4.00 | $2.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.1 TON | $1,869 | $850 | $1,800 | $800 |
| 659E31000 LIME | 0.15 ACRE | $195 | $99.00 | $340 | $600 |
| 659E35000 WATER | 4.06 MGAL | $1.00 | $3.00 | $130 | $50.00 |
| 605E31100 AGGREGATE DRAINS | 105 FT | $8.32 | $22.00 | $35.00 | $15.00 |
| 407E10000 TACK COAT | 51 GAL | $14.01 | $17.50 | $3.00 | $6.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 44 GAL | $29.20 | $20.00 | $4.50 | $7.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 2 EACH | $43.22 | $33.00 | $120 | $450 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 12 EACH | $11.68 | $10.00 | $15.00 | $12.00 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 27 FT | $11.09 | $9.50 | $30.00 | $18.00 |
| 630E08600 SIGN POST REFLECTOR | 1 EACH | $40.83 | $16.00 | $55.00 | $60.00 |
| 630E80100 SIGN, FLAT SHEET | 11 SF | $18.63 | $15.95 | $30.00 | $35.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $30.37 | $26.00 | $34.00 | $125 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $39.72 | $34.00 | $170 | $525 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $31.48 | $26.95 | $35.00 | $415 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 1 EACH | $103 | $88.00 | $170 | $425 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.06 MILE | $22,005 | $18,000 | $21,800 | $12,010 |
| 642E00300 CENTER LINE, TYPE 1 | 0.03 MILE | $29,325 | $30,000 | $29,000 | $14,650 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,042 | $2,380 | $2,500 | $1,100 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 33 SY | $42.20 | $17.00 | $50.00 | $25.00 |
| 512E33000 TYPE 2 WATERPROOFING | 95 SY | $18.96 | $24.00 | $25.00 | $15.00 |
| 512E33010 TYPE 3 WATERPROOFING | 82 SY | $46.78 | $47.00 | $55.00 | $45.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 31 SF | $3.01 | $7.00 | $20.00 | $11.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $2,381 | $1,323 | $3,500 | $1,200 |
| 602E20000 CONCRETE MASONRY | 0.46 CY | $1,646 | $1,722 | $2,200 | $1,100 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,622 | $6,500 | $3,500 | $59,593 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $3,061 | $7,000 | $4,500 | $25,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,785 | $7,000 | $3,500 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94900 8' X 5' CONDUIT, TYPE A, 706.05 | 60 FT | $1,326 | $80k | 25% |
| 442E22001 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 31 CY | $660.09 | $20k | 6% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $15,465 | $15k | 5% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 24 CY | $644.32 | $15k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 34 CY | $408.9 | $14k | 4% |
| 611E94901 8' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 5 FT | $2,595 | $13k | 4% |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 4 EACH | $3,154 | $13k | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 9 CY | $1,390 | $13k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $10,577 | $11k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.0") | 211 SY | $40.89 | $9k | 3% |