ERI-SR 4-00.45 GSM
ERI County · est $0.7M
Bid dateThursday, July 25—
ERI County · est $0.7M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 26 more items below.
| Item | Quantity | R1Great Lakes Construction CO | R2Great Lakes Demolition Company | R3Ruhlin Company | R4Miller Bros Const INC | R5Eclipse CO LLC | R6D L Smith Concrete LLC | % of bid |
|---|---|---|---|---|---|---|---|---|
| 690E98300 SPECIAL - PLATE PILES | 1,972 SY | $117 | $165 | $190 | $185 | $215 | $205 | 46% |
| 624E10000 MOBILIZATION | 1 LS | $39,000 | $72,000 | $31,609 | $33,000 | $29,780 | $15,000 | 8% |
| 203E20000 EMBANKMENT | 690.6 CY | $54.00 | $30.00 | $40.00 | $50.00 |
| Item | Quantity | R1Great Lakes Construction CO | R2Great Lakes Demolition Company | R3Ruhlin Company | R4Miller Bros Const INC | R5Eclipse CO LLC | R6D L Smith Concrete LLC |
|---|---|---|---|---|---|---|---|
| 202E32000 CURB REMOVED | 365 FT | $5.25 | $5.00 | $3.50 | $5.00 | $9.00 | $15.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 58 FT | $33.00 | $30.00 | $8.00 | $20.00 | $26.00 | $25.00 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 375 FT | $2.00 | $5.00 | $2.20 | $2.20 | $2.25 |
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 →
| $48.00 |
| $85.00 |
| 7% |
| 659E00300 TOPSOIL | 296 CY | $75.00 | $65.00 | $100 | $65.00 | $97.00 | $80.00 | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 590 FT | $37.00 | $20.00 | $45.00 | $60.00 | $38.00 | $75.00 | 4% |
| 442E22001 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 43 CY | $503 | $520 | $503 | $350 | $350 | $370 | 4% |
| 609E26000 CURB, TYPE 6 | 365 FT | $56.00 | $50.00 | $35.00 | $23.50 | $30.00 | $32.00 | 4% |
| 301E56001 ASPHALT CONCRETE BASE, (449), AS PER PLAN (6") | 85 CY | $223 | $225 | $223 | $325 | $325 | $370 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $17,850 | $12,500 | $6,850 | $25,000 | $15,000 | $10,000 | 4% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $11,750 | $6,500 | $3,250 | $5,850 | $13,000 | $2,500 | 2% |
| 202E23000 PAVEMENT REMOVED, ASPHALT | 509 SY | $19.00 | $20.00 | $14.00 | $16.00 | $16.00 | $25.00 | 2% |
| 611E05200 12" CONDUIT, TYPE F | 58 FT | $160 | $80.00 | $50.00 | $100 | $74.00 | $120 | 2% |
| 619E16020 FIELD OFFICE, TYPE C | 3 MNTH | $3,000 | $2,000 | $2,000 | $3,000 | $684 | $1,100 | 2% |
| 606E16500 GUARDRAIL REBUILT, TYPE 5 | 375 FT | $18.80 | $20.00 | $18.80 | $18.80 | $18.80 | $25.00 | 1% |
| 304E20000 AGGREGATE BASE | 74 CY | $90.00 | $65.00 | $130 | $90.00 | $74.00 | $65.00 | 1% |
| 670E00520 SLOPE EROSION PROTECTION MAT, TYPE B | 2,670 SY | $2.20 | $5.00 | $2.25 | $2.20 | $2.25 | $3.00 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $1,000 | $100 | $25,000 | $6,000 | $10,000 | 1% |
| 611E98180 CATCH BASIN, NO. 3A | 1 EACH | $4,900 | $3,200 | $4,000 | $3,500 | $4,393 | $5,700 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,500 | $8,500 | $3,000 | $8,000 | $12,500 | $15,000 | 1% |
| 659E10000 SEEDING AND MULCHING | 2,670 SY | $1.00 | $2.50 | $2.45 | $1.00 | $1.00 | $3.00 | 1% |
| $5.00 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $625 | $850 | $3,000 | $700 | $598 | $1,200 |
| 202E98200 REMOVAL MISC.: EXISTING UNDERDRAINS | 16 FT | $19.00 | $10.00 | $29.00 | $15.00 | $16.00 | $25.00 |
| 203E10000 EXCAVATION | 24.6 CY | $80.00 | $50.00 | $25.00 | $50.00 | $182 | $65.00 |
| 204E10000 SUBGRADE COMPACTION | 507 SY | $2.50 | $3.00 | $3.00 | $4.00 | $1.00 | $2.00 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $1,100 | $2,000 | $1,000 | $3,000 | $2,000 | $3,500 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 0.7 CY | $850 | $500 | $2,000 | $1,500 | $1,850 | $2,500 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $25.00 | $100 | $200 | $25.00 | $26.00 | $300 |
| 659E14000 REPAIR SEEDING AND MULCHING | 134 SY | $0.50 | $1.00 | $0.90 | $0.30 | $0.32 | $1.00 |
| 659E15000 INTER-SEEDING | 134 SY | $0.20 | $1.00 | $0.10 | $0.20 | $0.21 | $0.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.37 TON | $700 | $1,000 | $406 | $700 | $737 | $406 |
| 659E31000 LIME | 0.55 ACRE | $5.00 | $800 | $40.00 | $5.00 | $5.00 | $40.00 |
| 659E35000 WATER | 14.78 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 2,500 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.3 CY | $3,525 | $4,000 | $2,600 | $3,500 | $2,336 | $1,500 |
| 605E05100 4" SHALLOW PIPE UNDERDRAINS | 16 FT | $30.50 | $15.00 | $30.00 | $40.00 | $37.00 | $65.00 |
| 407E10000 TACK COAT | 67 GAL | $3.00 | $3.00 | $3.00 | $2.60 | $2.60 | $5.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.07 MILE | $9,000 | $20,000 | $20,000 | $20,000 | $32,500 | $40,000 |
| 642E00204 LANE LINE, 6", TYPE 1 | 0.07 MILE | $9,000 | $10,000 | $10,000 | $10,000 | $11,300 | $40,000 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 16 HOUR | $100 | $150 | $90.00 | $80.00 | $68.00 | $75.00 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,050 | $3,000 | $3,500 | $3,500 | $2,320 | $3,500 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (ONE WAY) | 13 EACH | $11.00 | $8.00 | $8.00 | $8.00 | $13.70 | $20.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 13 EACH | $16.50 | $16.00 | $16.00 | $16.00 | $21.70 | $20.00 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.25 MILE | $9,250 | $15,000 | $15,000 | $15,000 | $23,370 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 690E98300 SPECIAL - PLATE PILES | 1,972 SY | $117 | $231k | 44% |
| 624E10000 MOBILIZATION | 1 LS | $39,000 | $39k | 7% |
| 203E20000 EMBANKMENT | 690.6 CY | $54 | $37k | 7% |
| 659E00300 TOPSOIL | 296 CY | $75 | $22k | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 590 FT | $37 | $22k | 4% |
| 442E22001 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 43 CY | $503 | $22k | 4% |
| 609E26000 CURB, TYPE 6 | 365 FT | $56 | $20k | 4% |
| 301E56001 ASPHALT CONCRETE BASE, (449), AS PER PLAN (6") | 85 CY | $222.5 | $19k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $17,850 | $18k | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $11,750 | $12k | 2% |