Asd-SR 58-05.57/07.78
Ashland County · est $0.3M
Bid dateThursday, May 3—
Ashland County · est $0.3M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 29 more items below.
| Item | Quantity | R1Lockhart Concrete CO | R2Eclipse CO LLC | R3Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|
| 611E23601 60" CONDUIT, TYPE A, AS PER PLAN | 82 FT | $740 | $317 | $500 | 22% |
| 611E53400 58" X 91" CONDUIT, TYPE A, 706.04 | 52 FT | $750 | $635 | $900 | 14% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 66 CY | $300 | $341 | $250 | 7% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (51 CY | $375 | $399 | $180 | 7% |
| 602E20000 CONCRETE MASONRY | 25.06 CY | $600 | $1,446 | $1,000 | 6% |
| Item | Quantity | R1Lockhart Concrete CO | R2Eclipse CO LLC | R3Shelly & Sands INC |
|---|---|---|---|---|
| 202E20010 HEADWALL REMOVED | 4 EACH | $100 | $347 | $500 |
| 202E23000 PAVEMENT REMOVED | 180 SY | $6.00 | $10.05 | $15.00 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 125 SY | $6.00 | $7.45 | $17.00 |
| 202E23500 WEARING COURSE REMOVED | 286 SY | $8.00 | $34.65 | $24.00 |
| 202E35200 PIPE REMOVED, OVER 24" | 96 FT | $20.00 | $102 | $250 |
| 202E38000 GUARDRAIL REMOVED | 381 FT |
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 →
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 7 EACH | $2,000 | $2,246 | $2,200 | 5% |
| 614E12420 DETOUR SIGNING | 1 LS | $12,000 | $10,500 | $5,000 | 4% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 561 FT | $20.00 | $19.90 | $20.00 | 4% |
| 203E10000 EXCAVATION | 552 CY | $20.00 | $11.75 | $10.00 | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 24 CY | $430 | $415 | $285 | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $9,000 | $8,148 | $8,000 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $9,000 | $9,500 | $10,000 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $7,500 | $15,000 | $10,000 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,000 | $6,500 | $6,000 | 3% |
| 203E20000 EMBANKMENT | 1,063 CY | $5.00 | $12.80 | $30.00 | 2% |
| 601E32304 ROCK CHANNEL PROTECTION, TYPE D WITH GEOTEXTILE FA | 53 CY | $95.00 | $97.30 | $143 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,000 | $11,800 | $2,500 | 2% |
| 659E10000 SEEDING AND MULCHING | 4,090 SY | $1.00 | $1.35 | $1.60 | 2% |
| 304E20000 AGGREGATE BASE | 69 CY | $50.00 | $69.40 | $90.00 | 1% |
| 642E00090 EDGE LINE, 4" | 0.19 MILE | $16,000 | $8,400 | $8,500 | 1% |
| $3.00 |
| $1.75 |
| $1.70 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 3 EACH | $200 | $152 | $148 |
| 204E10000 SUBGRADE COMPACTION | 452 SY | $1.00 | $1.75 | $3.50 |
| 204E13000 EXCAVATION OF SUBGRADE | 40 CY | $15.00 | $31.35 | $32.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 40 CY | $45.00 | $42.55 | $76.00 |
| 204E50000 GEOTEXTILE FABRIC | 121 SY | $3.00 | $1.50 | $1.70 |
| 623E38500 MONUMENT ASSEMBLY | 4 EACH | $500 | $315 | $1,300 |
| 601E10000 RIPRAP | 13 SY | $50.00 | $183 | $360 |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 18 CY | $100 | $112 | $200 |
| 659E14000 REPAIR SEEDING AND MULCHING | 205 SY | $1.00 | $1.05 | $0.40 |
| 659E20000 COMMERCIAL FERTILIZER | 0.55 TON | $600 | $525 | $450 |
| 659E35000 WATER | 22 MGAL | $50.00 | $6.00 | $1.00 |
| 670E00700 DITCH EROSION PROTECTION | 74 SY | $5.00 | $3.70 | $2.60 |
| 832E30000 EROSION CONTROL | 2,500 EACH | $1.00 | $1.00 | $1.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 9 CY | $50.00 | $90.95 | $150 |
| 407E10000 TACK COAT | 60 GAL | $5.00 | $5.25 | $2.00 |
| 621E00100 RPM | 4 EACH | $65.00 | $625 | $550 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $75.00 | $6.00 | $12.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 18 EACH | $18.00 | $6.50 | $6.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $35.00 | $21.00 | $21.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $35.00 | $26.25 | $26.00 |
| 630E97700 SIGNING, MISC.: SIGN DATA COLLECTION | 1 EACH | $100 | $68.25 | $68.00 |
| 642E00290 CENTER LINE | 0.09 MILE | $17,000 | $8,400 | $16,000 |
| 619E16000 FIELD OFFICE, TYPE A | 1 MNTH | $500 | $515 | $4,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E23601 60" CONDUIT, TYPE A, AS PER PLAN | 82 FT | $740 | $61k | 21% |
| 611E53400 58" X 91" CONDUIT, TYPE A, 706.04 | 52 FT | $750 | $39k | 13% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 66 CY | $300 | $20k | 7% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (51 CY | $375 | $19k | 6% |
| 602E20000 CONCRETE MASONRY | 25.06 CY | $600 | $15k | 5% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 7 EACH | $2,000 | $14k | 5% |
| 614E12420 DETOUR SIGNING | 1 LS | $12,000 | $12k | 4% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 561 FT | $20 | $11k | 4% |
| 203E10000 EXCAVATION | 552 CY | $20 | $11k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 24 CY | $430 | $10k | 4% |