Col-SR 170-20.03
Columbiana County · est $0.8M
Bid dateThursday, January 16—
Columbiana County · est $0.8M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 39 more items below.
| Item | Quantity | R1Bog Construction INC | R2Rudzik Excavating INC | R3Shelly & Sands INC | R4Marucci & Gaffney Excavating CO | R5Eclipse CO LLC | R6S E T INC | R7Stanley Miller Construction Company | R8Craig Edward Susany INC | R9J S Bova Excavating LLC | R10S.t.a.r.t., LLC | % of bid |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 611E96001 12' X 8' CONDUIT, TYPE A, 706.05, AS PER PLAN | — | $1,366 | $1,970 | $1,410 | $1,225 | $1,549 | $1,800 | $1,634 | $2,800 | $2,500 | $2,083 | 25% |
| Item | Quantity | R1Bog Construction INC | R2Rudzik Excavating INC | R3Shelly & Sands INC | R4Marucci & Gaffney Excavating CO | R5Eclipse CO LLC | R6S E T INC | R7Stanley Miller Construction Company | R8Craig Edward Susany INC | R9J S Bova Excavating LLC | R10S.t.a.r.t., LLC |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,500 | $23,200 | $10,000 | $7,500 | $12,000 | $15,000 | $10,412 | $2,500 | $11,000 | $20,729 |
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 →
| 613E41200 LOW STRENGTH MORTAR BACKFILL |
| 482 CY |
| $127 |
| $147 |
| $156 |
| $165 |
| $216 |
| $140 |
| $183 |
| $125 |
| $190 |
| $163 |
| 12% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $60,000 | $6,800 | $10,000 | $60,000 | $12,695 | $20,000 | $5,117 | $10,000 | $83,500 | $40,116 | 12% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 74 CY | $450 | $700 | $520 | $642 | $528 | $600 | $647 | $1,000 | $673 | $800 | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 73 CY | $351 | $292 | $345 | $265 | $345 | $275 | $311 | $357 | $292 | $475 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $20,000 | $32,000 | $20,000 | $24,000 | $62,000 | $49,000 | $20,000 | $77,510 | $78,581 | 5% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 27 CY | $800 | $1,762 | $1,600 | $1,875 | $1,810 | $2,000 | $1,318 | $2,000 | $940 | $1,637 | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 10,547 LB | $1.75 | $0.25 | $1.50 | $1.50 | $2.20 | $2.00 | $2.15 | $1.50 | $1.83 | $3.25 | 4% |
| 503E21100 UNCLASSIFIED EXCAVATION | 630 CY | $28.00 | $26.00 | $22.00 | $25.00 | $36.00 | $65.00 | $52.00 | $25.00 | $65.00 | $58.57 | 3% |
| 304E20000 AGGREGATE BASE | 176 CY | $95.00 | $68.00 | $100 | $105 | $118 | $75.00 | $168 | $100 | $101 | $128 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $6,300 | $3,800 | $10,000 | $13,000 | $9,000 | $10,000 | $31,250 | $15,150 | $31,437 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $3,000 | $12,500 | $10,000 | $8,000 | $20,000 | $25,000 | $15,000 | $19,017 | $10,964 | 3% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (21 CY | $526 | $374 | $500 | $340 | $500 | $350 | $425 | $432 | $374 | $910 | 2% |
| 601E32010 ROCK CHANNEL PROTECTION, TYPE A WITH AGGREGATE FIL | 86 CY | $120 | $154 | $151 | $170 | $243 | $150 | $167 | $170 | $199 | $212 | 2% |
| 203E20000 EMBANKMENT | 462 CY | $20.00 | $25.00 | $6.00 | $49.00 | $31.00 | $20.00 | $70.50 | $60.00 | $22.00 | $57.23 | 2% |
| 512E33000 TYPE 2 WATERPROOFING | 366 SY | $25.00 | $25.00 | $37.50 | $40.00 | $23.82 | $25.00 | $29.50 | $30.00 | $31.50 | $40.91 | 2% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 75 CY | $120 | $0.10 | $500 | $50.00 | $415 | $300 | $200 | $400 | $260 | $720 | 2% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 15 CY | $596 | $582 | $680 | $529 | $680 | $545 | $622 | $621 | $582 | $880 | 2% |
| 203E10000 EXCAVATION | 352 CY | $25.00 | $25.00 | $10.00 | $50.00 | $47.00 | $25.00 | $22.70 | $25.00 | $25.00 | $48.47 | 2% |
| 202E23000 PAVEMENT REMOVED | 423 SY | $20.00 | $8.00 | $16.00 | $15.00 | $21.00 | $25.00 | $26.00 | $25.00 | $25.00 | $34.18 | 2% |
| 32 FT |
| $40.00 |
| $15.00 |
| $30.00 |
| $50.00 |
| $28.00 |
| $18.00 |
| $42.20 |
| $10.00 |
| $35.00 |
| $28.76 |
| 202E38000 GUARDRAIL REMOVED | 411 FT | $3.00 | $4.00 | $2.00 | $2.00 | $2.00 | $3.00 | $8.10 | $2.00 | $5.00 | $2.00 |
| 202E75000 FENCE REMOVED | 20 FT | $20.00 | $10.00 | $25.00 | $25.00 | $26.00 | $10.00 | $67.00 | $10.00 | $25.00 | $25.00 |
| 202E98100 REMOVAL MISC.: OEPA NOTIFICATION OF DEMOLITION | 1 EACH | $500 | $750 | $536 | $100 | $526 | $2,000 | $1,352 | $1,000 | $3,500 | $500 |
| 204E10000 SUBGRADE COMPACTION | 969 SY | $3.00 | $2.00 | $2.00 | $2.00 | $1.00 | $3.00 | $2.00 | $2.00 | $2.50 | $6.11 |
| 606E15050 GUARDRAIL, TYPE MGS | 175 FT | $28.00 | $33.50 | $28.00 | $26.40 | $28.00 | $27.00 | $52.00 | $45.00 | $29.04 | $26.40 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016 OR NCHRP 35 | 1 EACH | $4,200 | $3,586 | $3,494 | $3,260 | $3,428 | $3,300 | $4,823 | $4,100 | $3,586 | $3,260 |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 40 CY | $120 | $155 | $192 | $130 | $158 | $150 | $182 | $170 | $177 | $259 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $50.00 | $5.00 | $161 | $10.00 | $158 | $150 | $201 | $10.00 | $825 | $182 |
| 659E00300 TOPSOIL | 169 CY | $30.00 | $18.00 | $46.00 | $50.00 | $65.00 | $75.00 | $50.00 | $25.00 | $52.50 | $109 |
| 659E10000 SEEDING AND MULCHING | 1,526 SY | $4.00 | $2.50 | $2.50 | $4.00 | $2.00 | $3.00 | $2.50 | $5.00 | $2.33 | $4.05 |
| 659E14000 REPAIR SEEDING AND MULCHING | 76 SY | $1.00 | $0.01 | $2.50 | $0.25 | $2.00 | $1.00 | $2.00 | $5.00 | $1.55 | $5.02 |
| 659E20000 COMMERCIAL FERTILIZER | 0.21 TON | $1,000 | $400 | $1,340 | $500 | $1,314 | $500 | $800 | $800 | $525 | $2,800 |
| 659E31000 LIME | 0.32 ACRE | $100 | $1.00 | $161 | $40.00 | $158 | $40.00 | $150 | $160 | $525 | $165 |
| 659E35000 WATER | 10 MGAL | $1.00 | $0.01 | $1.00 | $0.01 | $1.00 | $2.00 | $1.00 | $1.00 | $21.00 | $1.00 |
| 832E30000 EROSION CONTROL | 7,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 179 SY | $10.00 | $12.00 | $6.40 | $10.00 | $6.00 | $9.00 | $15.00 | $7.00 | $7.25 | $11.49 |
| 605E31100 AGGREGATE DRAINS | 206 FT | $15.00 | $21.00 | $16.00 | $34.00 | $20.00 | $15.00 | $30.00 | $14.00 | $26.00 | $35.28 |
| 611E01500 6" CONDUIT, TYPE F | 20 FT | $25.00 | $22.00 | $46.00 | $4.00 | $36.00 | $20.00 | $132 | $18.00 | $51.50 | $88.86 |
| 611E10900 24" CONDUIT, TYPE D | 40 FT | $65.00 | $133 | $88.00 | $120 | $104 | $100 | $82.00 | $120 | $114 | $123 |
| 407E10000 TACK COAT | 48 GAL | $12.00 | $4.50 | $3.05 | $4.00 | $3.00 | $5.00 | $4.70 | $48.00 | $4.40 | $6.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 156 GAL | $12.00 | $7.00 | $8.00 | $6.00 | $8.00 | $7.00 | $7.00 | $156 | $6.60 | $40.00 |
| 621E00100 RPM | 4 EACH | $1,000 | $965 | $938 | $875 | $1,053 | $800 | $60.00 | $51.00 | $963 | $750 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $100 | $20.00 | $23.00 | $50.00 | $11.00 | $25.00 | $150 | $5.00 | $5.00 | $12.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 7 EACH | $20.00 | $14.00 | $15.00 | $14.00 | $15.00 | $15.00 | $15.00 | $13.00 | $108 | $14.00 |
| 646E10010 EDGE LINE, 6" | 0.08 MILE | $50,000 | $44,000 | $42,000 | $40,000 | $40,000 | $45,000 | $42,588 | $57,500 | $12,100 | $40,000 |
| 646E10200 CENTER LINE | 0.03 MILE | $45,000 | $44,000 | $42,000 | $40,000 | $40,000 | $45,000 | $74,000 | $92,000 | $36,300 | $40,000 |
| 614E12420 DETOUR SIGNING | 1 LS | $6,500 | $7,060 | $6,400 | $6,000 | $6,269 | $6,000 | $5,800 | $4,850 | $8,500 | $4,850 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.06 MILE | $5,000 | $2,170 | $2,112 | $2,000 | $2,073 | $2,000 | $18,235 | $15,500 | $19,800 | $15,500 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.16 MILE | $1,000 | $2,170 | $2,112 | $2,000 | $2,073 | $2,000 | $7,058 | $6,000 | $8,800 | $6,000 |
| 616E10000 WATER | 10 MGAL | $1.00 | $0.10 | $55.00 | $1.00 | $27.00 | $100 | $1.00 | $1.00 | $21.00 | $30.60 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $5,000 | $9,000 | $13,000 | $49,000 | $23,000 | $25,000 | $22,500 | $10,000 | $38,000 | $44,786 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $1,000 | $1,110 | $2,200 | $1,750 | $1,919 | $2,500 | $3,000 | $1,100 | $2,500 | $3,860 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 79 SY | $32.00 | $40.00 | $37.50 | $40.00 | $28.00 | $50.00 | $107 | $29.00 | $62.50 | $17.27 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 58 SF | $15.00 | $5.00 | $2.00 | $15.00 | $5.00 | $15.00 | $34.00 | $12.00 | $8.40 | $13.22 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 27 CY | $90.00 | $148 | $245 | $175 | $130 | $125 | $248 | $121 | $89.50 | $132 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $4,000 | $3,400 | $12,000 | $30,000 | $28,308 | $20,000 | $10,000 | $4,500 | $35,500 | $10,000 |
| 619E16010 FIELD OFFICE, TYPE B | 4 MNTH | $500 | $1,600 | $4,200 | $1,000 | $683 | $1,500 | $1,500 | $2,000 | $1,000 | $4,841 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E96001 12' X 8' CONDUIT, TYPE A, 706.05, AS PER PLAN | — | $1,366 | $127k | 21% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 482 CY | $127 | $61k | 10% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $60,000 | $60k | 10% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 74 CY | $450 | $33k | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 73 CY | $351 | $26k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $25k | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 27 CY | $800 | $22k | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 10,547 LB | $1.75 | $18k | 3% |
| 503E21100 UNCLASSIFIED EXCAVATION | 630 CY | $28 | $18k | 3% |
| 304E20000 AGGREGATE BASE | 176 CY | $95 | $17k | 3% |