Col-SR 172-10.80
Columbiana County · est $0.4M
Bid dateThursday, October 31—
Columbiana County · est $0.4M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 41 more items below.
| Item | Quantity | R1S E T INC | R2Rudzik Excavating INC | R3Eclipse CO LLC | R4Shelly & Sands INC | R5Bog Construction INC | R6Stanley Miller Construction Company | R7Craig Edward Susany INC | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 611E94801 8' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN (DESI | 62 FT | $1,000 | $1,650 | $1,030 | $825 | $1,150 | $1,311 | $3,200 | 21% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 140 CY | $200 | $0.10 | $263 | $350 | $150 | $200 | $480 | 9% |
| 503E11100 |
| Item | Quantity | R1S E T INC | R2Rudzik Excavating INC | R3Eclipse CO LLC | R4Shelly & Sands INC | R5Bog Construction INC | R6Stanley Miller Construction Company | R7Craig Edward Susany INC |
|---|---|---|---|---|---|---|---|---|
| 202E20010 HEADWALL REMOVED | 1 EACH | $1,000 | $500 | $280 | $600 | $3,000 | $600 | $100 |
| 202E23000 PAVEMENT REMOVED | 124 SY | $20.00 | $15.00 | $19.00 | $20.00 | $38.00 | $20.00 | $50.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 24 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 →
| 1 LS |
| $25,000 |
| $27,500 |
| $15,000 |
| $30,500 |
| $25,000 |
| $45,000 |
| $625,000 |
| 8% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20,844 | $20,837 | $10,000 | $20,000 | $60,000 | $60,000 | 7% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 23 CY | $800 | $790 | $1,169 | $1,000 | $900 | $926 | $800 | 6% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 115 CY | $135 | $180 | $201 | $185 | $235 | $500 | $150 | 5% |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 129 CY | $120 | $126 | $151 | $104 | $95.00 | $175 | $150 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $15,000 | $4,512 | $5,000 | $12,000 | $5,000 | $8,000 | $5,000 | 5% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $4,000 | $7,000 | $10,000 | $9,000 | $25,000 | $15,000 | 5% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 8 CY | $1,600 | $1,360 | $2,801 | $4,680 | $1,200 | $1,500 | $1,000 | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $7,500 | $4,000 | $10,000 | $2,500 | $16,800 | $1,000 | 3% |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 25 CY | $350 | $374 | $750 | $395 | $900 | $269 | $650 | 3% |
| 659E00300 TOPSOIL | 98 CY | $75.00 | $26.00 | $76.00 | $37.00 | $45.00 | $40.00 | $50.00 | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $7,000 | $8,189 | $7,357 | $4,300 | $6,500 | $9,500 | $6,000 | 2% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 2,784 LB | $2.50 | $2.00 | $4.00 | $3.00 | $3.00 | $3.00 | $4.00 | 2% |
| 203E10000 EXCAVATION | 272 CY | $25.00 | $35.00 | $32.00 | $21.00 | $25.00 | $60.00 | $50.00 | 2% |
| 503E21100 UNCLASSIFIED EXCAVATION | 263 CY | $25.00 | $30.00 | $38.00 | $44.00 | $38.00 | $120 | $50.00 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 2 EACH | $2,800 | $3,135 | $2,900 | $3,000 | $3,000 | $4,650 | $4,100 | 2% |
| 304E20000 AGGREGATE BASE | 42 CY | $110 | $115 | $113 | $180 | $135 | $175 | $150 | 2% |
| $15.00 |
| $15.00 |
| $19.00 |
| $24.00 |
| $35.00 |
| $35.00 |
| $10.00 |
| 202E35200 PIPE REMOVED, OVER 24" | 50 FT | $25.00 | $15.00 | $19.00 | $30.00 | $500 | $250 | $10.00 |
| 202E38000 GUARDRAIL REMOVED | 137 FT | $3.00 | $7.00 | $3.00 | $2.00 | $5.00 | $8.00 | $3.00 |
| 203E20000 EMBANKMENT | 158 CY | $22.00 | $40.00 | $31.00 | $23.00 | $30.00 | $90.00 | $150 |
| 204E10000 SUBGRADE COMPACTION | 139 SY | $3.00 | $3.00 | $2.00 | $4.50 | $5.00 | $1.50 | $2.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 125 FT | $26.00 | $55.00 | $27.00 | $28.00 | $29.00 | $32.60 | $30.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $5.00 | $158 | $134 | $50.00 | $150 | $20.00 |
| 659E10000 SEEDING AND MULCHING | 880 SY | $4.00 | $3.75 | $5.00 | $5.50 | $8.00 | $8.00 | $7.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 44 SY | $5.00 | $0.10 | $1.50 | $4.00 | $2.00 | $1.00 | $6.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.12 TON | $550 | $400 | $800 | $950 | $1,000 | $800 | $800 |
| 659E31000 LIME | 0.18 ACRE | $30.00 | $1.00 | $26.00 | $160 | $100 | $300 | $400 |
| 659E35000 WATER | 5 MGAL | $10.00 | $0.01 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 670E00720 DITCH EROSION PROTECTION MAT, TYPE B | 46 SY | $4.00 | $15.00 | $4.00 | $3.00 | $5.00 | $8.00 | $15.00 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 120 SY | $10.00 | $16.00 | $9.00 | $5.50 | $11.00 | $45.00 | $12.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,800 | $1,925 | $3,260 | $2,600 | $2,000 | $2,500 | $1,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 33 SY | $40.00 | $28.00 | $31.00 | $36.00 | $45.00 | $120 | $40.00 |
| 512E33000 TYPE 2 WATERPROOFING | 149 SY | $30.00 | $35.50 | $31.00 | $34.00 | $32.00 | $45.00 | $40.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 26 SF | $20.00 | $66.00 | $5.00 | $2.00 | $15.00 | $100 | $100 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 9 CY | $115 | $225 | $169 | $575 | $175 | $220 | $250 |
| 602E20000 CONCRETE MASONRY | 0.46 CY | $5,500 | $4,445 | $1,819 | $4,700 | $3,500 | $2,800 | $2,000 |
| 605E31100 AGGREGATE DRAINS | 56 FT | $20.00 | $40.00 | $25.00 | $52.00 | $20.00 | $55.00 | $25.00 |
| 611E10600 24" CONDUIT, TYPE C, (707.01) | 10 FT | $200 | $360 | $178 | $240 | $150 | $200 | $200 |
| 407E10000 TACK COAT | 21 GAL | $4.00 | $3.30 | $4.00 | $2.20 | $5.00 | $4.00 | $3.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 34 GAL | $6.00 | $5.50 | $10.00 | $3.50 | $60.00 | $6.00 | $5.00 |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 4 CY | $555 | $605 | $850 | $830 | $1,600 | $618 | $850 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (6 CY | $555 | $605 | $775 | $785 | $1,200 | $618 | $850 |
| 621E00100 RPM | 2 EACH | $1,600 | $1,650 | $1,579 | $1,300 | $1,600 | $500 | $1,500 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 2 EACH | $100 | $50.00 | $21.00 | $50.00 | $100 | $150 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 6 EACH | $14.00 | $13.20 | $13.00 | $15.00 | $20.00 | $50.00 | $11.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 13 FT | $55.00 | $22.00 | $37.00 | $38.00 | $50.00 | $200 | $27.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $200 | $138 | $100 | $102 | $200 | $1,000 | $275 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $25.00 | $55.00 | $16.00 | $16.00 | $200 | $500 | $10.00 |
| 646E10010 EDGE LINE, 6" | 0.02 MILE | $140,000 | $143,000 | $136,812 | $155,000 | $250,000 | $70,000 | $240,000 |
| 646E10200 CENTER LINE | 0.01 MILE | $140,000 | $143,000 | $136,811 | $208,000 | $250,000 | $100,000 | $280,000 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.02 MILE | $25,000 | $25,300 | $24,207 | $36,000 | $42,500 | $50,000 | $42,500 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.04 MILE | $25,000 | $25,300 | $24,206 | $27,000 | $22,000 | $28,000 | $21,500 |
| 616E10000 WATER | 10 MGAL | $100 | $1.00 | $22.00 | $110 | $1.00 | $1.00 | $1.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,000 | $3,950 | $7,500 | $3,200 | $12,000 | $9,000 | $35,000 |
| 619E16000 FIELD OFFICE, TYPE A | 3 MNTH | $1,500 | $1,600 | $684 | $4,000 | $500 | $1,100 | $2,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94801 8' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN (DESI | 62 FT | $1,000 | $62k | 17% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 140 CY | $200 | $28k | 8% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $25,000 | $25k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 6% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 23 CY | $800 | $18k | 5% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 115 CY | $135 | $16k | 4% |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 129 CY | $120 | $15k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $15,000 | $15k | 4% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $15k | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 8 CY | $1,600 | $13k | 4% |