Meg-SR 124-55.89
Meigs County · est $1.8M
Bid dateThursday, January 12—
Meigs County · est $1.8M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 10.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 56 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2George J Igel & CO INC | R3Complete General Construction Company | % of bid |
|---|---|---|---|---|---|
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 258 CY | $1,200 | $1,250 | $1,200 | 19% |
| 514E20001 FIELD PAINTING OF DAMAGED STRUCTURAL STEEL, AS PER | 1,381 SF | $138 | $135 | $135 | 12% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 567.37 FT | $260 | $211 | $260 | 9% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 76,147 LB | $1.89 | $2.30 | $2.00 | 9% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $130,000 |
| Item | Quantity | R1Shelly & Sands INC | R2George J Igel & CO INC | R3Complete General Construction Company |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,500 | $5,000 | $15,000 |
| 202E38000 GUARDRAIL REMOVED | 373 FT | $2.10 | $3.00 | $2.10 |
| 203E10000 EXCAVATION | 228 CY | $48.00 | $12.00 | $29.00 |
| 203E20000 EMBANKMENT | 73 CY | $18.00 | $21.00 | $45.00 |
| 204E10000 SUBGRADE COMPACTION | 447 SY | $4.00 | $7.00 | $4.20 |
| 209E60200 LINEAR GRADING |
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 →
| $80,000 |
| $175,000 |
| 8% |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF | 6,800 LB | $14.00 | $11.05 | $14.00 | 6% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 51 CY | $1,800 | $1,750 | $1,150 | 6% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 164 SY | $410 | $500 | $425 | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $60,000 | $23,000 | $20,000 | 4% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 74.58 FT | $800 | $1,000 | $1,000 | 4% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $48,000 | $75,000 | $100,000 | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 98 CY | $475 | $400 | $475 | 3% |
| 511E43210 CLASS QC1 CONCRETE, PIER | 7 CY | $6,550 | $6,400 | $2,400 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | $40,000 | 2% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $37,000 | $1,000 | $3,000 | 2% |
| 614E12300 SPECIAL - WORK ZONE GUARDRAIL ON BRIDGE | 281.25 FT | $85.60 | $170 | $86.50 | 1% |
| 516E44400 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $2,900 | $3,800 | $2,595 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $21,000 | $57,500 | $140,000 | 1% |
| 304E20000 AGGREGATE BASE | 120 CY | $155 | $150 | $155 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $18,000 | $10,000 | $20,000 | 1% |
| 2 STA |
| $615 |
| $215 |
| $1,500 |
| 606E15050 GUARDRAIL, TYPE MGS | 425 FT | $18.60 | $41.00 | $18.60 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 2 EACH | $1,520 | $1,650 | $1,520 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,350 | $1,475 | $1,350 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,445 | $3,100 | $2,445 |
| 659E10000 SEEDING AND MULCHING | 1,337 SY | $3.10 | $5.75 | $3.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.12 TON | $994 | $993 | $1,400 |
| 659E31000 LIME | 0.28 ACRE | $154 | $154 | $80.00 |
| 659E35000 WATER | 4 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 142 FT | $22.00 | $35.00 | $23.00 |
| 605E31100 AGGREGATE DRAINS | 63 FT | $20.00 | $46.00 | $16.00 |
| 611E01500 6" CONDUIT, TYPE F | 55 FT | $30.00 | $32.00 | $80.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $400 | $635 | $380 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5" AVERAGE | 1,436 SY | $6.85 | $8.75 | $6.85 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3" AVERAGE DE | 249 SY | $58.50 | $80.00 | $58.50 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 38 CY | $450 | $350 | $450 |
| 407E20000 NON-TRACKING TACK COAT | 162 GAL | $3.50 | $11.00 | $3.50 |
| 451E32000 SPECIAL - PRESSURE RELIEF JOINT, TYPE C | 76 FT | $69.00 | $80.00 | $205 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 14 EACH | $20.00 | $30.00 | $27.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 14 EACH | $10.75 | $11.00 | $10.75 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $10.00 | $12.00 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $75.00 | $95.00 | $75.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $15.00 | $16.35 | $15.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 3 EACH | $145 | $175 | $145 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.36 MILE | $2,750 | $2,750 | $5,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.18 MILE | $4,750 | $4,750 | $8,620 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,280 | $4,003 | $2,300 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 34 EACH | $9.00 | $18.00 | $18.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 12 EACH | $12.00 | $44.00 | $44.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 46 EACH | $13.60 | $26.00 | $26.00 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.57 MILE | $3,025 | $3,025 | $3,025 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 23 FT | $14.00 | $14.00 | $14.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $1,200 | $1,000 | $4,000 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 6 SY | $230 | $300 | $650 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 750 FT | $21.00 | $57.00 | $25.00 |
| 622E41101 PORTABLE BARRIER, UNANCHORED, AS PER PLAN | 40 FT | $76.00 | $115 | $80.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $4,200 | $42,500 | $30,000 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 444 EACH | $23.00 | $19.65 | $16.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 315 SY | $12.50 | $12.50 | $12.50 |
| 512E33000 TYPE 2 WATERPROOFING | 47 SY | $36.00 | $36.00 | $36.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 2,277 EACH | $6.50 | $5.00 | $5.50 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 21 SF | $10.00 | $10.00 | $18.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 2 EACH | $1,272 | $1,800 | $1,125 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 4 EACH | $1,520 | $2,500 | $1,325 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 2 EACH | $1,530 | $2,200 | $1,365 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 88 CY | $123 | $190 | $160 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 343.16 FT | $14.50 | $14.50 | $14.50 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 137 FT | $5.75 | $10.25 | $11.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 52 FT | $5.75 | $15.00 | $18.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,550 | $13,000 | $14,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 258 CY | $1,200 | $310k | 17% |
| 514E20001 FIELD PAINTING OF DAMAGED STRUCTURAL STEEL, AS PER | 1,381 SF | $138 | $191k | 10% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 567.37 FT | $260 | $148k | 8% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 76,147 LB | $1.89 | $144k | 8% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $130,000 | $130k | 7% |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF | 6,800 LB | $14 | $95k | 5% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 51 CY | $1,800 | $92k | 5% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 164 SY | $410 | $67k | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $60,000 | $60k | 3% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 74.58 FT | $800 | $60k | 3% |