Gal-SR 141-12.46
Gallia County · est $0.8M
Bid dateThursday, December 3—
Gallia County · est $0.8M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 9.0%
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 | R1Complete General Construction Company | R2Shelly & Sands INC | R3George J Igel & CO INC | R4D G M INC | % of bid |
|---|---|---|---|---|---|---|
| 511E21520 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 192 CY | $800 | $850 | $970 | $1,010 | 22% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $85,000 | $32,000 | $68,000 | $75,000 | 12% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 432.83 FT | $165 | $140 | $150 | $156 | 10% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 51,488 LB | $1.08 | $1.00 | $1.10 | $1.00 |
| Item | Quantity | R1Complete General Construction Company | R2Shelly & Sands INC | R3George J Igel & CO INC | R4D G M INC |
|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 460 FT | $1.80 | $2.00 | $4.00 | $1.00 |
| 203E10000 EXCAVATION | 154 CY | $25.00 | $19.00 | $30.00 | $25.00 |
| 203E20000 EMBANKMENT | 165 CY | $25.00 | $26.00 | $30.00 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 365 SY | $5.00 | $5.00 | $6.00 | $12.00 |
| 606E15050 |
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 →
| 8% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $52,000 | $91,000 | $72,000 | $79,000 | 8% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 154 SY | $240 | $260 | $270 | $240 | 5% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 37 CY | $910 | $1,555 | $1,200 | $600 | 5% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 55.33 FT | $500 | $490 | $550 | $550 | 4% |
| 511E43210 CLASS QC1 CONCRETE, PIER | 10 CY | $2,700 | $3,260 | $1,600 | $1,750 | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 94 CY | $285 | $285 | $350 | $280 | 4% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $20,000 | $10,000 | $11,500 | $3,000 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20,000 | $20,000 | $30,000 | 3% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 265 CY | $70.00 | $95.00 | $75.00 | $85.00 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $3,000 | $10,000 | $15,000 | 1% |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $1,000 | $1,100 | $1,500 | $1,800 | 1% |
| 202E23500 WEARING COURSE REMOVED | 565 SY | $17.00 | $6.50 | $7.00 | $8.00 | 1% |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 2,574 EACH | $3.25 | $4.40 | $5.00 | $4.50 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,000 | $4,500 | $5,000 | $25,000 | 1% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 28 CY | $250 | $250 | $380 | $260 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $7,000 | $4,000 | $6,500 | $25,000 | 1% |
| 300 FT |
| $16.40 |
| $17.00 |
| $17.00 |
| $17.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 3 EACH | $1,120 | $1,250 | $1,250 | $1,150 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $960 | $950 | $950 | $950 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 3 EACH | $2,120 | $2,000 | $2,000 | $2,225 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 1 EACH | $2,335 | $2,350 | $2,350 | $2,700 |
| 659E10000 SEEDING AND MULCHING | 1,305 SY | $2.12 | $2.15 | $5.00 | $4.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.12 TON | $781 | $610 | $610 | $650 |
| 659E31000 LIME | 0.27 ACRE | $153 | $80.00 | $80.00 | $80.00 |
| 659E35000 WATER | 4 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 60 FT | $15.00 | $15.00 | $35.00 | $20.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5" Average | 577 SY | $9.75 | $7.50 | $5.00 | $10.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3" Average Th | 276 SY | $12.75 | $11.00 | $5.00 | $13.00 |
| 304E20000 AGGREGATE BASE | 82 CY | $80.00 | $100 | $70.00 | $60.00 |
| 407E20000 NON-TRACKING TACK COAT | 136 GAL | $3.25 | $3.25 | $18.00 | $3.25 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 6 EACH | $30.00 | $18.00 | $15.00 | $1.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 11 EACH | $7.50 | $8.00 | $8.00 | $9.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 5 EACH | $15.00 | $20.00 | $20.00 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 5 EACH | $85.00 | $62.00 | $60.00 | $60.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 5 EACH | $20.00 | $20.00 | $20.00 | $10.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 4 EACH | $120 | $150 | $150 | $60.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.19 MILE | $4,500 | $4,500 | $4,500 | $5,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.1 MILE | $8,250 | $8,300 | $8,250 | $8,500 |
| 642E00500 STOP LINE, TYPE 1 | 12 FT | $12.00 | $12.00 | $12.00 | $12.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 307 EACH | $15.00 | $32.00 | $23.00 | $27.50 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 579 SY | $8.75 | $9.00 | $8.75 | $15.00 |
| 512E44400 TYPE B WATERPROOFING | 28 SY | $65.00 | $55.00 | $91.00 | $50.00 |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF | 100 LB | $29.00 | $16.00 | $120 | $15.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 5 EACH | $500 | $500 | $700 | $800 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 5 EACH | $500 | $560 | $930 | $900 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 43 CY | $100 | $95.00 | $120 | $85.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 502.58 FT | $13.50 | $13.50 | $15.00 | $12.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 82 FT | $14.00 | $6.00 | $12.00 | $15.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 48 FT | $15.00 | $6.00 | $13.00 | $15.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,000 | $11,000 | $6,500 | $4,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E21520 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 192 CY | $800 | $154k | 20% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $85,000 | $85k | 11% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 432.83 FT | $165 | $71k | 9% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 51,488 LB | $1.08 | $56k | 7% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $52,000 | $52k | 7% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 154 SY | $240 | $37k | 5% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 37 CY | $910 | $34k | 4% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 55.33 FT | $500 | $28k | 4% |
| 511E43210 CLASS QC1 CONCRETE, PIER | 10 CY | $2,700 | $27k | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 94 CY | $285 | $27k | 3% |