Col-SR 7-17.74
Columbiana County · est $0.2M
Bid dateThursday, August 26—
Columbiana County · est $0.2M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 5.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 31 more items below.
| Item | Quantity | R1Tucson INC | R2Rudzik Excavating INC | R3Shelly & Sands INC | R4Eclipse CO LLC | R5Ohio-west Virginia Excavating CO | % of bid |
|---|---|---|---|---|---|---|---|
| 601E26000 DUMPED ROCK FILL, TYPE B | 486 CY | $94.00 | $81.00 | $70.00 | $78.50 | $71.67 | 21% |
| 203E10000 EXCAVATION | 1,872 CY | $17.25 | $14.00 | $14.00 | $21.75 | $20.68 | 15% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $18,888 | $12,420 | $20,000 | $19,500 | $33,223 | 9% |
| 622E41100 PORTABLE BARRIER, UNANCHORED |
| Item | Quantity | R1Tucson INC | R2Rudzik Excavating INC | R3Shelly & Sands INC | R4Eclipse CO LLC | R5Ohio-west Virginia Excavating CO |
|---|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 43 SY | $25.00 | $33.00 | $21.00 | $23.75 | $51.54 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 49 FT | $17.25 | $10.00 | $7.00 | $36.75 | $35.58 |
| 204E10000 SUBGRADE COMPACTION | 79 SY | $5.45 | $5.00 | $8.00 | $4.00 | $2.21 |
| 204E50001 GEOTEXTILE FABRIC, AS PER PLAN, (A) | 319 SY | $3.25 | $3.00 |
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 →
| 290 FT |
| $42.00 |
| $37.00 |
| $26.00 |
| $63.50 |
| $44.46 |
| 6% |
| 203E20000 EMBANKMENT | 732 CY | $16.40 | $16.00 | $30.00 | $42.50 | $34.58 | 6% |
| 611E10200 24" CONDUIT, TYPE A, 707.05 (0.138) GALVANIZED, 70 | 62 FT | $185 | $256 | $170 | $199 | $301 | 5% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,300 | $26,680 | $15,000 | $14,500 | $13,552 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $8,765 | $21,010 | $10,000 | $15,487 | $26,934 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 19 CY | $450 | $550 | $450 | $615 | $321 | 4% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,750 | $2,000 | $5,000 | $7,500 | $3,001 | 3% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN | 72 CY | $90.00 | $76.00 | $136 | $90.00 | $199 | 3% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 8 CY | $790 | $1,120 | $1,020 | $1,300 | $539 | 3% |
| 621E00100 RPM | 18 EACH | $270 | $157 | $140 | $137 | $311 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,430 | $2,810 | $2,300 | $2,205 | $3,344 | 2% |
| 659E00300 TOPSOIL | 80 CY | $55.00 | $27.00 | $50.00 | $77.75 | $83.15 | 2% |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 0.08 MILE | $54,000 | $55,000 | $47,000 | $50,000 | $62.13 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,200 | $2,420 | $1,600 | $6,500 | $4,382 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (1 1/4") | 188 SY | $20.00 | $32.00 | $44.00 | $36.00 | $10.76 | 2% |
| 619E16000 FIELD OFFICE, TYPE A | 3 MNTH | $1,155 | $900 | $3,700 | $650 | $2,001 | 2% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $345 | $50.00 | $300 | $234 | $480 | 2% |
| $4.00 |
| $5.50 |
| $5.49 |
| 204E50001 GEOTEXTILE FABRIC, AS PER PLAN, (B) | 395 SY | $3.80 | $2.50 | $7.00 | $3.00 | $4.40 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 2 CY | $425 | $106 | $245 | $106 | $366 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $50.00 | $110 | $105 | $131 | $200 |
| 659E10000 SEEDING AND MULCHING | 722 SY | $2.25 | $4.10 | $4.00 | $4.75 | $3.03 |
| 659E14000 REPAIR SEEDING AND MULCHING | 36 SY | $0.50 | $4.10 | $1.00 | $2.75 | $10.28 |
| 659E20000 COMMERCIAL FERTILIZER | 0.1 TON | $1,750 | $688 | $690 | $609 | $1,000 |
| 659E31000 LIME | 0.15 ACRE | $1,130 | $88.00 | $162 | $42.00 | $925 |
| 659E35000 WATER | 5 MGAL | $1.00 | $1.10 | $1.00 | $1.00 | $66.69 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.9 CY | $1,870 | $2,750 | $2,200 | $2,000 | $1,588 |
| 605E13402 6" UNCLASSIFIED PIPE UNDERDRAINS FOR SPRINGS | 30 FT | $38.00 | $32.00 | $16.00 | $13.25 | $10.02 |
| 605E32200 AGGREGATE DRAINS FOR SPRINGS | 30 FT | $27.00 | $22.00 | $19.00 | $16.50 | $24.68 |
| 611E01500 6" CONDUIT, TYPE F | 77 FT | $28.00 | $38.00 | $27.00 | $12.00 | $13.29 |
| 611E99711 PRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN | 3 EACH | $370 | $230 | $350 | $321 | $221 |
| 304E20000 AGGREGATE BASE | 17 CY | $194 | $104 | $220 | $117 | $247 |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 2 CY | $455 | $140 | $215 | $121 | $360 |
| 407E10000 TACK COAT | 22 GAL | $26.00 | $2.25 | $2.00 | $2.50 | $20.27 |
| 408E10001 PRIME COAT, AS PER PLAN | 2 GAL | $106 | $80.00 | $3.00 | $112 | $2.67 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 18 EACH | $15.00 | $50.00 | $14.00 | $8.50 | $40.94 |
| 646E10010 EDGE LINE, 6" | 0.08 MILE | $12,960 | $31,625 | $30,500 | $30,188 | $18,655 |
| 646E10200 CENTER LINE | 0.13 MILE | $20,520 | $19,500 | $18,900 | $18,577 | $22,004 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (BIDIRECTIONAL) | 7 EACH | $43.00 | $14.00 | $13.00 | $8.75 | $49.75 |
| 614E13360 OBJECT MARKER, TWO WAY | 7 EACH | $54.00 | $18.00 | $20.00 | $16.00 | $62.18 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.09 MILE | $17,985 | $12,980 | $13,000 | $12,390 | $14,302 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.17 MILE | $11,855 | $9,460 | $10,000 | $9,030 | $31,165 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 24 FT | $15.00 | $12.00 | $12.00 | $11.00 | $18.14 |
| 616E10000 WATER | 30 MGAL | $1.00 | $1.00 | $26.00 | $20.50 | $2.49 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 601E26000 DUMPED ROCK FILL, TYPE B | 486 CY | $94 | $46k | 19% |
| 203E10000 EXCAVATION | 1,872 CY | $17.25 | $32k | 13% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $18,888 | $19k | 8% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 290 FT | $42 | $12k | 5% |
| 203E20000 EMBANKMENT | 732 CY | $16.4 | $12k | 5% |
| 611E10200 24" CONDUIT, TYPE A, 707.05 (0.138) GALVANIZED, 70 | 62 FT | $185 | $11k | 5% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,300 | $10k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $8,765 | $9k | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 19 CY | $450 | $9k | 4% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,750 | $7k | 3% |