Gal-SR 160-11.55
Gallia County · est $0.5M
Bid dateThursday, June 7—
Gallia County · est $0.5M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 6.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 31 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2D G M INC | R3Allard Excavation LLC | R4Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: SOLDIER PILE W24x104 | 1,616 FT | $68.00 | $81.00 | $70.60 | $70.00 | 23% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 894 FT | $78.50 | $80.00 | $80.26 | $87.00 | 15% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE PANEL, NO. | 156 EACH | $269 | $425 | $319 | $350 | 9% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 380 FT | $100 | $117 | $108 | $110 | 8% |
| Item | Quantity | R1Alan Stone CO INC | R2D G M INC | R3Allard Excavation LLC | R4Shelly & Sands INC |
|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 263 FT | $3.00 | $1.00 | $1.82 | $2.80 |
| 202E42050 ANCHOR ASSEMBLY REMOVED, TYPE B | 2 EACH | $165 | $250 | $61.45 | $150 |
| 203E20000 EMBANKMENT | 646 CY | $7.00 | $12.00 | $6.76 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 347 SY | $2.50 | $5.00 | $3.54 | $5.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $175 |
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 →
| 624E10000 MOBILIZATION | 1 LS | $32,000 | $15,000 | $58,000 | $20,000 | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $22,000 | $22,000 | $38,062 | $16,825 | 5% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 184 CY | $115 | $60.00 | $72.40 | $100 | 4% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 205 SY | $94.00 | $65.00 | $54.14 | $80.00 | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 81 CY | $237 | $245 | $225 | $225 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 75 CY | $221 | $200 | $210 | $210 | 4% |
| 203E10000 EXCAVATION | 963 CY | $15.00 | $15.00 | $8.65 | $22.00 | 3% |
| 622E41000 PORTABLE BARRIER, 32" | 400 FT | $29.00 | $21.50 | $15.95 | $25.00 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,000 | $3,500 | $2,860 | $8,700 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 412.5 FT | $19.00 | $21.00 | $19.52 | $18.00 | 2% |
| 202E98100 REMOVAL MISC.: PILE EXTRACTION | 17 EACH | $450 | $250 | $135 | $600 | 2% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (31 CY | $231 | $240 | $220 | $220 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $7,000 | $12,000 | $3,707 | $5,500 | 1% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $7,000 | $2,500 | $16,000 | $22,500 | 1% |
| 605E14000 6" BASE PIPE UNDERDRAINS | 328 FT | $17.00 | $14.00 | $13.35 | $12.00 | 1% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| $75.00 |
| $65.00 |
| $175 |
| 606E20050 ROUNDED END SECTION | 2 EACH | $53.00 | $40.00 | $40.00 | $50.00 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 2 EACH | $893 | $800 | $790 | $850 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 1,354 SY | $3.00 | $4.00 | $4.80 | $4.80 |
| 659E20000 COMMERCIAL FERTILIZER | 0.18 TON | $1,925 | $300 | $425 | $425 |
| 659E31000 LIME | 0.28 ACRE | $751 | $100 | $75.00 | $75.00 |
| 659E35000 WATER | 3.66 MGAL | $3.00 | $1.00 | $1.00 | $1.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 11 FT | $35.00 | $20.00 | $13.00 | $35.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $317 | $150 | $250 | $300 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 75 FT | $53.00 | $6.00 | $5.72 | $5.00 |
| 304E20000 AGGREGATE BASE | 58 CY | $62.00 | $65.00 | $73.68 | $75.00 |
| 407E20000 NON-TRACKING TACK COAT | 176 GAL | $4.00 | $3.45 | $3.45 | $3.45 |
| 617E10100 COMPACTED AGGREGATE | 24 CY | $93.00 | $90.00 | $61.45 | $85.00 |
| 621E00100 RPM | 8 EACH | $302 | $300 | $289 | $650 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 8 EACH | $11.00 | $1.00 | $9.82 | $25.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 8 EACH | $8.50 | $10.00 | $8.00 | $8.00 |
| 642E00094 EDGE LINE, 6" | 0.25 MILE | $3,477 | $3,600 | $3,312 | $3,312 |
| 642E00290 CENTER LINE | 0.12 MILE | $6,762 | $6,700 | $6,442 | $6,442 |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 2 EACH | $2,100 | $2,100 | $1,800 | $2,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 8 EACH | $55.00 | $12.00 | $10.00 | $12.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 8 EACH | $55.00 | $12.00 | $15.00 | $15.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.11 MILE | $7,000 | $15,000 | $6,775 | $6,775 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 24 FT | $9.50 | $10.00 | $9.00 | $9.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $3,500 | $2,000 | $3,290 | $6,500 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 296 FT | $7.00 | $12.00 | $12.13 | $2.50 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 17 FT | $28.00 | $12.00 | $12.64 | $20.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,500 | $16,000 | $5,935 | $4,753 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: SOLDIER PILE W24x104 | 1,616 FT | $68 | $110k | 21% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 894 FT | $78.5 | $70k | 14% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE PANEL, NO. | 156 EACH | $269 | $42k | 8% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 380 FT | $100 | $38k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $32,000 | $32k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $22,000 | $22k | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 184 CY | $115 | $21k | 4% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 205 SY | $94 | $19k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 81 CY | $237 | $19k | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 75 CY | $221 | $17k | 3% |