Col-US 30-34.07
Columbiana County · est $3.7M
Bid dateThursday, April 4—
Columbiana County · est $3.7M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 130 more items below.
| Item | Quantity | R1A P O'horo Company | R2Shelly & Sands INC | R3Beaver Excavating Company | % of bid |
|---|---|---|---|---|---|
| 513E10240 STRUCTURAL STEEL MEMBERS, LEVEL 2 | 250,800 LB | $2.40 | $3.45 | $2.98 | 21% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $418,000 | $211,133 | $400,000 | 15% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 344 CY | $950 | $1,126 | $1,300 | 12% |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 111,385 LB | $1.48 | $1.75 | $1.70 | 6% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 11,900 SF | $10.50 | $10.21 | $10.00 | 4% |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 11,900 SF | $10.50 | $8.68 | $8.50 | 4% |
| 517E75122 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI |
| Item | Quantity | R1A P O'horo Company | R2Shelly & Sands INC | R3Beaver Excavating Company |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $25,000 | $14,000 | $60,000 |
| 202E23000 PAVEMENT REMOVED | 720 SY | $12.00 | $4.00 | $27.00 |
| 202E30000 WALK REMOVED | 605 SF | $2.00 | $2.00 | $4.00 |
| 202E30700 CONCRETE BARRIER REMOVED | 91 FT | $55.00 | $76.00 | $45.00 |
| 202E32000 CURB REMOVED | 81 FT | $4.00 | $13.00 | $8.00 |
| 202E32500 CURB AND GUTTER REMOVED |
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 →
| 245 FT |
| $460 |
| $553 |
| $380 |
| 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 250 CY | $443 | $365 | $325 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | $225,000 | 4% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 104 CY | $900 | $1,280 | $1,050 | 3% |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM | 1,970 SF | $45.00 | $45.00 | $42.00 | 3% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 200 SY | $440 | $540 | $590 | 3% |
| 203E10001 EXCAVATION, AS PER PLAN | 967 CY | $70.00 | $65.00 | $65.00 | 2% |
| 630E72410 OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN 1 | 1 EACH | $64,650 | $64,650 | $68,000 | 2% |
| 511E43210 CLASS QC1 CONCRETE, PIER | 39 CY | $1,500 | $2,260 | $1,900 | 2% |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 487 FT | $119 | $119 | $92.00 | 2% |
| 203E10000 EXCAVATION | 1,505 CY | $35.00 | $36.00 | $30.00 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $50,000 | $118,750 | $260,000 | 2% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (26 CY | $1,921 | $700 | $700 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 287 CY | $173 | $420 | $300 | 2% |
| 347 FT |
| $4.00 |
| $15.00 |
| $8.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 162 FT | $20.00 | $31.00 | $58.00 |
| 202E38000 GUARDRAIL REMOVED | 484 FT | $2.00 | $2.00 | $2.80 |
| 202E58000 MANHOLE REMOVED | 1 EACH | $1,200 | $590 | $1,200 |
| 202E58100 CATCH BASIN REMOVED | 3 EACH | $500 | $590 | $650 |
| 202E75000 FENCE REMOVED | 222 FT | $3.00 | $3.00 | $3.00 |
| 203E20000 EMBANKMENT | 148 CY | $30.00 | $25.00 | $75.00 |
| 204E10000 SUBGRADE COMPACTION | 1,051 SY | $4.00 | $7.00 | $7.00 |
| 204E50000 GEOTEXTILE FABRIC | 380 SY | $2.00 | $1.00 | $3.50 |
| 606E15050 GUARDRAIL, TYPE MGS | 440 FT | $20.40 | $20.40 | $22.00 |
| 606E25000 ANCHOR ASSEMBLY, TYPE A | 2 EACH | $1,550 | $1,550 | $1,650 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E (MASH 2016) | 1 EACH | $2,720 | $2,720 | $2,650 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,520 | $2,520 | $2,650 |
| 607E23000 FENCE, TYPE CLT | 215 FT | $27.80 | $27.80 | $50.00 |
| 607E61200 GATE, TYPE CLT | 1 EACH | $1,280 | $1,280 | $2,500 |
| 608E10000 4" CONCRETE WALK | 657 SF | $8.00 | $12.00 | $14.00 |
| 608E52000 CURB RAMP | 143 SF | $12.00 | $29.00 | $30.00 |
| 622E10201 BARRIER TRANSITION, AS PER PLAN | 2 EACH | $12,000 | $8,100 | $12,000 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 2 EACH | $1,250 | $2,000 | $1,250 |
| 601E34400 ROCK CHANNEL PROTECTION, WITH GROUT, TYPE A | 14 CY | $350 | $620 | $550 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $25.00 | $150 | $150 |
| 659E00300 TOPSOIL | 42 CY | $75.00 | $94.00 | $60.00 |
| 659E10000 SEEDING AND MULCHING | 1,242 SY | $3.75 | $3.20 | $3.20 |
| 659E14000 REPAIR SEEDING AND MULCHING | 19 SY | $1.50 | $3.20 | $3.20 |
| 659E20000 COMMERCIAL FERTILIZER | 0.05 TON | $2,120 | $1,400 | $1,400 |
| 659E31000 LIME | 0.08 ACRE | $25.00 | $150 | $150 |
| 659E35000 WATER | 1 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 25,000 EACH | $1.00 | $1.00 | $1.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $8,000 | $1,625 | $2,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $5,000 | $9,000 | $2,500 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $5,000 | $8,900 | $10,000 |
| 602E20000 CONCRETE MASONRY | 0.4 CY | $2,300 | $3,250 | $2,300 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 347 FT | $18.00 | $20.00 | $19.00 |
| 611E05900 15" CONDUIT, TYPE B | 148 FT | $100 | $168 | $265 |
| 611E07400 18" CONDUIT, TYPE B | 42 FT | $165 | $395 | $335 |
| 611E07600 18" CONDUIT, TYPE C | 10 FT | $200 | $448 | $535 |
| 611E98150 CATCH BASIN, NO. 3 | 3 EACH | $5,000 | $5,530 | $8,000 |
| 611E99574 MANHOLE, NO. 3 | 2 EACH | $8,000 | $7,300 | $8,100 |
| 304E20000 AGGREGATE BASE | 365 CY | $85.00 | $110 | $135 |
| 407E10000 TACK COAT | 300 GAL | $3.50 | $3.50 | $3.50 |
| 407E20000 NON-TRACKING TACK COAT | 568 GAL | $3.50 | $3.50 | $3.50 |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 18 CY | $1,921 | $700 | $700 |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 192 SY | $125 | $145 | $133 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 347 FT | $40.00 | $56.00 | $65.00 |
| 609E26000 CURB, TYPE 6 | 81 FT | $50.00 | $65.00 | $52.00 |
| 617E10100 COMPACTED AGGREGATE TYPE A | 50 CY | $125 | $140 | $190 |
| 625E00450 CONNECTION, FUSED PULL APART | 4 EACH | $150 | $150 | $125 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 6 EACH | $150 | $150 | $125 |
| 625E10490 LIGHT POLE, CONVENTIONAL, A18B32 | 2 EACH | $3,700 | $3,700 | $4,200 |
| 625E10614 LIGHT POLE ANCHOR BOLTS ON STRUCTURE | 2 EACH | $250 | $250 | $400 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 768 FT | $4.25 | $4.25 | $4.50 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 200 FT | $2.00 | $2.00 | $2.00 |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 20 FT | $10.00 | $10.00 | $21.00 |
| 625E25400 CONDUIT, 2", 725.04 | 225 FT | $30.00 | $30.00 | $44.00 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 2 EACH | $850 | $850 | $600 |
| 625E29002 TRENCH, 24" DEEP | 11 FT | $20.00 | $20.00 | $44.00 |
| 625E29900 JUNCTION BOX | 2 EACH | $4,000 | $4,000 | $2,500 |
| 625E30706 PULL BOX, 725.08, 24" | 2 EACH | $1,500 | $1,500 | $1,600 |
| 625E31510 PULL BOX REMOVED | 1 EACH | $250 | $250 | $250 |
| 625E32000 GROUND ROD | 1 EACH | $250 | $250 | $275 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $9,000 | $9,000 | $12,200 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 11 FT | $3.00 | $3.00 | $5.00 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $5,000 | $5,000 | $15,000 |
| 625E40010 SPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT | 1 EACH | $500 | $500 | $600 |
| 625E75506 LUMINAIRE REMOVED | 2 EACH | $100 | $100 | $100 |
| 625E75510 POWER SERVICE REMOVED | 1 EACH | $1,500 | $1,500 | $500 |
| 625E75520 LUMINAIRE SUPPORT REMOVED | 2 EACH | $500 | $500 | $300 |
| 625E75801 DISCONNECT CIRCUIT, AS PER PLAN | 1 EACH | $500 | $500 | $210 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL (COL30-34.07 - W. | 1 EACH | $500 | $500 | $3,200 |
| 632E69910 SERVICE CABLE, 3 CONDUCTOR, WITH GROUND, NO. 4 AWG | 60 FT | $15.00 | $15.00 | $15.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, (ONE WAY) | 3 EACH | $12.00 | $12.00 | $10.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 38 FT | $17.00 | $17.00 | $20.00 |
| 630E08600 SIGN POST REFLECTOR | 2 EACH | $45.00 | $45.00 | $50.00 |
| 630E80100 SIGN, FLAT SHEET | 14 SF | $18.00 | $18.00 | $27.00 |
| 630E80224 SIGN, OVERHEAD EXTRUSHEET | 328 SF | $24.00 | $24.00 | $27.00 |
| 630E84010 CONCRETE BARRIER MEDIAN OVERHEAD SIGN SUPPORT FOUN | 1 EACH | $20,000 | $35,000 | $9,500 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 2 EACH | $15.00 | $15.00 | $20.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $20.00 | $20.00 | $20.00 |
| 630E86310 REMOVAL OF STRUCTURE MOUNTED SIGN AND DISPOSAL | 3 EACH | $165 | $165 | $600 |
| 646E10200 CENTER LINE | 0.1 MILE | $30,000 | $34,950 | $34,950 |
| 646E10400 STOP LINE | 25 FT | $9.00 | $24.90 | $24.90 |
| 646E10510 CROSSWALK LINE, 12" | 22 FT | $10.00 | $15.10 | $15.10 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 250 HOUR | $85.00 | $100 | $70.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,800 | $2,460 | $2,300 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 120 CY | $250 | $300 | $290 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 0.5 MILE | $1,775 | $1,775 | $1,775 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.5 MILE | $2,850 | $2,850 | $2,850 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.5 MILE | $1,900 | $1,900 | $1,900 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 72 FT | $12.00 | $12.00 | $12.00 |
| 616E10000 WATER | 10 MGAL | $1.00 | $70.00 | $45.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,304 FT | $12.00 | $22.00 | $25.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $15,000 | $6,750 | $20,000 |
| 202E22900 APPROACH SLAB REMOVED | 161 SY | $40.00 | $36.00 | $50.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $40,000 | $15,000 | $150,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 170 CY | $75.00 | $130 | $280 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 289 LB | $3.00 | $2.09 | $1.50 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 4,225 FT | $2.00 | $2.44 | $2.09 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 472 EACH | $25.00 | $35.00 | $28.00 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 45 CY | $950 | $612 | $960 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 6 CY | $600 | $1,779 | $1,200 |
| 511E81300 CONCRETE, MISC.:EMBEDDED GALVANIC ANODE (EGA) | 270 EACH | $30.00 | $50.00 | $75.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 198 SY | $15.00 | $14.00 | $14.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 876 SY | $32.00 | $27.00 | $27.00 |
| 512E10601 CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN | 62 FT | $135 | $135 | $140 |
| 512E33000 TYPE 2 WATERPROOFING | 8 SY | $50.00 | $35.00 | $125 |
| 512E71500 SPECIAL - URETHANE TOP COAT SEALER | 219 SY | $32.00 | $27.00 | $27.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 4,320 EACH | $3.70 | $6.00 | $4.80 |
| 514E10000 FINAL INSPECTION REPAIR | 13 EACH | $1.00 | $1.00 | $13.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 22 SF | $4.00 | $10.00 | $10.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 52 SF | $6.00 | $11.00 | $12.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 119 FT | $35.00 | $52.00 | $35.00 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $1,400 | $1,400 | $1,600 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 15 EACH | $1,500 | $1,600 | $2,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 134 CY | $82.00 | $110 | $135 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 98 FT | $15.00 | $11.00 | $19.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 81 FT | $18.00 | $17.00 | $19.00 |
| 526E90030 TYPE C INSTALLATION | 82 FT | $185 | $315 | $250 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 146 CY | $80.00 | $105 | $110 |
| 607E39992 TEMPORARY VANDAL FENCE, TYPE A | 487 FT | $60.00 | $42.00 | $70.00 |
| 625E33001 STRUCTURE GROUNDING SYSTEM, AS PER PLAN | 1 EACH | $12,500 | $12,500 | $13,200 |
| 690E98400 SPECIAL - MISC.: WORK INVOLVING ASBESTOS CONTAININ | 1 LS | $2,000 | $500 | $500 |
| 844E10001 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION, | 36 SF | $225 | $250 | $165 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $39,117 | $22,000 | $70,000 |
| 619E16010 FIELD OFFICE, TYPE B | 18 MNTH | $1,000 | $4,470 | $3,300 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $40,000 | $30,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 513E10240 STRUCTURAL STEEL MEMBERS, LEVEL 2 | 250,800 LB | $2.4 | $602k | 16% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $418,000 | $418k | 11% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 344 CY | $950 | $327k | 9% |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 111,385 LB | $1.48 | $165k | 4% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 11,900 SF | $10.5 | $125k | 3% |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 11,900 SF | $10.5 | $125k | 3% |
| 517E75122 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 245 FT | $460 | $113k | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 250 CY | $442.75 | $111k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 104 CY | $900 | $94k | 2% |