Col-SR 164-01.66
Columbiana County · est $0.5M
Bid dateThursday, October 23—
Columbiana County · est $0.5M
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 | R1S.t.a.r.t., LLC | R2Stanley Miller Construction Company | R3Eclipse CO LLC | R4A P O'horo Company | R5Marucci & Gaffney Excavating CO | R6Rudzik Excavating INC | R7S E T INC | R8Ohio-west Virginia Excavating CO | R9Craig Edward Susany INC | % of bid |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 611E23600 60" CONDUIT, TYPE A (706.02, 707.02 (0.079) ALUMIN | 74 FT | $569 | $520 | $475 | $250 | $439 | $540 | $600 | $817 | $1,500 | 10% |
| 601E32010 ROCK CHANNEL PROTECTION, TYPE A WITH AGGREGATE FIL | 309 CY | $124 |
| Item | Quantity | R1S.t.a.r.t., LLC | R2Stanley Miller Construction Company | R3Eclipse CO LLC | R4A P O'horo Company | R5Marucci & Gaffney Excavating CO | R6Rudzik Excavating INC | R7S E T INC | R8Ohio-west Virginia Excavating CO | R9Craig Edward Susany INC |
|---|---|---|---|---|---|---|---|---|---|---|
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 145 FT | $33.94 | $25.00 | $119 | $75.00 | $290 | $107 | $80.00 | $210 | $600 |
| 202E38101 GUARDRAIL REMOVED FOR STORAGE, AS PER PLAN | 300 FT | $3.40 |
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 →
| $149 |
| $165 |
| $140 |
| $175 |
| $173 |
| $155 |
| $206 |
| $200 |
| 10% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 69 CY | $500 | $467 | $315 | $349 | $420 | $462 | $365 | $430 | $600 | 9% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 28 CY | $948 | $770 | $897 | $700 | $900 | $1,650 | $800 | $1,300 | $1,000 | 7% |
| 601E34400 ROCK CHANNEL PROTECTION, WITH GROUT, TYPE A | 97 CY | $265 | $240 | $201 | $265 | $250 | $250 | $200 | $335 | $500 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $25,185 | $22,500 | $36,851 | $24,000 | $25,000 | $23,375 | $30,000 | $45,811 | $20,000 | 6% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 14 CY | $1,690 | $1,099 | $2,090 | $1,700 | $1,200 | $1,300 | $1,800 | $2,300 | $1,500 | 6% |
| 503E21104 UNCLASSIFIED EXCAVATION, INCLUDING ROCK (WINGWALL | 325 CY | $65.58 | $85.00 | $52.86 | $20.00 | $100 | $20.00 | $60.00 | $63.00 | $150 | 5% |
| 203E10000 EXCAVATION | 469 CY | $45.01 | $56.00 | $34.55 | $25.00 | $30.00 | $60.00 | $28.00 | $50.00 | $50.00 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $20,622 | $9,500 | $8,678 | $25,000 | $15,000 | $13,960 | $18,000 | $6,300 | $17,000 | 5% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $3,200 | $1,000 | $306 | $1,000 | $500 | $1,400 | $1,500 | $4,300 | $3,000 | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 4,354 LB | $3.75 | $2.50 | $3.56 | $1.85 | $1.90 | $2.00 | $3.00 | $6.00 | $4.00 | 4% |
| 304E20000 AGGREGATE BASE | 111 CY | $129 | $135 | $114 | $105 | $120 | $140 | $85.00 | $156 | $150 | 4% |
| 601E34200 ROCK CHANNEL PROTECTION, TYPE C WITHOUT FILTER | 100 CY | $142 | $149 | $141 | $135 | $100 | $140 | $145 | $210 | $200 | 4% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 110 CY | $100 | $180 | $465 | $631 | $180 | $50.00 | $250 | $635 | $250 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $11,005 | $21,000 | $10,555 | $10,000 | $7,500 | $6,500 | $25,000 | $21,000 | $50,000 | 3% |
| 202E23000 PAVEMENT REMOVED | 402 SY | $25.16 | $12.00 | $18.31 | $25.00 | $30.00 | $13.50 | $22.00 | $43.00 | $40.00 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,014 | $21,250 | $16,995 | $25,000 | $15,000 | $47,325 | $25,000 | $21,000 | $2,000 | 2% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (20 CY | $500 | $750 | $333 | $951 | $675 | $743 | $1,000 | $455 | $750 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,000 | $15,000 | $7,370 | $10,000 | $6,000 | $4,500 | $12,000 | $4,000 | $10,000 | 2% |
| $8.00 |
| $3.40 |
| $3.40 |
| $15.00 |
| $7.00 |
| $6.00 |
| $10.00 |
| $10.00 |
| 203E20000 EMBANKMENT | 22 CY | $84.84 | $95.00 | $45.29 | $50.00 | $20.00 | $75.00 | $30.00 | $105 | $200 |
| 204E10000 SUBGRADE COMPACTION | 455 SY | $7.92 | $1.00 | $1.68 | $3.00 | $5.00 | $5.00 | $3.00 | $5.00 | $3.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 187.5 FT | $24.80 | $35.00 | $24.80 | $24.80 | $24.80 | $32.30 | $25.00 | $50.00 | $40.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) | 2 EACH | $2,850 | $3,500 | $2,850 | $2,850 | $2,850 | $3,135 | $3,000 | $3,300 | $2,500 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $84.14 | $150 | $150 | $25.00 | $10.00 | $50.00 | $150 | $210 | $25.00 |
| 659E00300 TOPSOIL | 64 CY | $92.21 | $50.00 | $82.75 | $35.00 | $30.00 | $35.00 | $75.00 | $286 | $100 |
| 659E10000 SEEDING AND MULCHING | 579 SY | $3.72 | $4.40 | $5.20 | $2.50 | $6.00 | $5.00 | $10.00 | $8.00 | $10.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 29 SY | $11.55 | $1.00 | $5.20 | $2.50 | $0.27 | $5.00 | $4.00 | $8.00 | $10.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.08 TON | $2,374 | $800 | $1,250 | $500 | $400 | $400 | $2,000 | $1,800 | $800 |
| 659E31000 LIME | 0.12 ACRE | $1,435 | $150 | $150 | $500 | $10.00 | $50.00 | $1,800 | $200 | $100 |
| 659E35000 WATER | 5 MGAL | $2.00 | $1.00 | $1.00 | $1.00 | $0.01 | $0.01 | $100 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 49 SY | $50.35 | $77.00 | $12.46 | $60.00 | $40.00 | $65.00 | $40.00 | $67.00 | $50.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 15 CY | $199 | $185 | $134 | $80.00 | $100 | $196 | $145 | $380 | $150 |
| 602E20000 CONCRETE MASONRY | 0.33 CY | $5,412 | $3,125 | $5,378 | $2,000 | $3,000 | $8,250 | $7,000 | $11,000 | $3,000 |
| 611E07600 18" CONDUIT, TYPE C (706.02 OR 707.33) | 11 FT | $191 | $102 | $84.81 | $150 | $454 | $225 | $125 | $325 | $400 |
| 407E10000 TACK COAT | 44 GAL | $4.00 | $5.00 | $3.05 | $3.10 | $4.00 | $4.50 | $4.00 | $4.00 | $4.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 71 GAL | $20.00 | $22.00 | $20.00 | $15.00 | $20.00 | $22.00 | $16.00 | $28.00 | $20.00 |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 14 CY | $500 | $806 | $430 | $1,007 | $725 | $798 | $1,150 | $587 | $800 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 8 EACH | $12.50 | $15.00 | $12.50 | $12.50 | $12.50 | $14.00 | $30.00 | $130 | $15.00 |
| 646E10010 EDGE LINE, 6" | 0.06 MILE | $38,500 | $44,000 | $49,090 | $38,500 | $49,090 | $38,500 | $40,000 | $53,000 | $40,000 |
| 646E10200 CENTER LINE | 0.03 MILE | $60,500 | $68,000 | $65,600 | $60,500 | $65,600 | $77,000 | $60,000 | $83,000 | $65,000 |
| 614E12420 DETOUR SIGNING | 1 LS | $7,560 | $8,400 | $8,887 | $15,000 | $20,000 | $5,800 | $8,000 | $6,600 | $6,000 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.03 MILE | $34,730 | $34,800 | $26,255 | $24,950 | $1,000 | $27,500 | $36,000 | $34,000 | $35,000 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.06 MILE | $17,535 | $17,600 | $21,585 | $12,750 | $1,000 | $14,000 | $18,000 | $18,000 | $18,000 |
| 616E10000 WATER | 10 MGAL | $1.00 | $1.00 | $132 | $1.00 | $0.01 | $0.10 | $100 | $1.00 | $1.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,200 | $8,000 | $7,004 | $10,016 | $5,000 | $5,300 | $6,000 | $10,000 | $25,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E23600 60" CONDUIT, TYPE A (706.02, 707.02 (0.079) ALUMIN | 74 FT | $568.71 | $42k | 9% |
| 601E32010 ROCK CHANNEL PROTECTION, TYPE A WITH AGGREGATE FIL | 309 CY | $124.48 | $38k | 8% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 69 CY | $500 | $35k | 7% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 28 CY | $948 | $27k | 6% |
| 601E34400 ROCK CHANNEL PROTECTION, WITH GROUT, TYPE A | 97 CY | $265.2 | $26k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $25,185 | $25k | 5% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 14 CY | $1,690 | $24k | 5% |
| 503E21104 UNCLASSIFIED EXCAVATION, INCLUDING ROCK (WINGWALL | 325 CY | $65.58 | $21k | 4% |
| 203E10000 EXCAVATION | 469 CY | $45.01 | $21k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $20,622 | $21k | 4% |