Gal-US 35-13.07
Gallia County · est $0.5M
Bid dateThursday, March 11—
Gallia County · est $0.5M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 5%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 45 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Alan Stone CO INC | R3Ohio-west Virginia Excavating CO | R4D G M INC | R5Complete General Construction Company | R6Skeens Excavating INC | R7R C Construction Company And Son | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 2,093 FT | $62.00 | $60.50 | $67.00 | $40.00 | $90.00 | — | $100 | 33% |
| 507E00400 STEEL PILES, MISC.:W21x101, FURNISHED | 1,738 FT | $69.00 | $69.00 | $64.00 | $68.25 | $65.00 | — | $75.00 | 30% |
| Item | Quantity | R1Shelly & Sands INC | R2Alan Stone CO INC | R3Ohio-west Virginia Excavating CO | R4D G M INC | R5Complete General Construction Company | R6Skeens Excavating INC | R7R C Construction Company And Son |
|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,200 | $3,000 | $600 | $11,000 | $5,000 | $2,500 | $2,500 |
| 202E20010 HEADWALL REMOVED | 1 EACH | $100 | $700 | $314 | $300 | $400 | $500 | $1,500 |
| 202E35100 PIPE REMOVED, 24" AND UNDER |
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 →
| 500 FT |
| $71.00 |
| $69.50 |
| $78.00 |
| $180 |
| $125 |
| — |
| $100 |
| 9% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 74 CY | $230 | $273 | $236 | $245 | $230 | $350 | $375 | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 640 FT | $20.00 | $18.50 | $33.50 | $18.75 | $20.00 | $20.00 | $25.00 | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 26 CY | $445 | $532 | $285 | $460 | $445 | $280 | $425 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $12,000 | $24,450 | $20,000 | $20,000 | $32,000 | $10,000 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 375 FT | $20.00 | $24.00 | $25.00 | $22.00 | $21.00 | $30.00 | $40.00 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $6,500 | $3,300 | $3,500 | $23,000 | $10,000 | $6,000 | $25,000 | 2% |
| 202E23000 PAVEMENT REMOVED | 317 SY | $20.00 | $6.50 | $13.00 | $10.00 | $13.00 | $20.00 | $20.00 | 2% |
| 304E20000 AGGREGATE BASE | 60 CY | $90.00 | $79.50 | $110 | $80.00 | $98.00 | $40.00 | $100 | 1% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 285 FT | $15.00 | $24.50 | $18.00 | $19.00 | $17.25 | $25.00 | $50.00 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,100 | $3,000 | $775 | $4,000 | $4,000 | $5,000 | $10,000 | 1% |
| 611E05900 15" CONDUIT, TYPE B | 28 FT | $125 | $123 | $211 | $180 | $170 | $30.00 | $185 | 1% |
| 511E71100 CONCRETE, MISC.:"x96"x66" PRECAST CONCRETE LAGGING | 1 CY | $3,500 | $2,300 | $2,468 | $2,250 | $4,000 | — | $1,500 | 1% |
| 204E10000 SUBGRADE COMPACTION | 348 SY | $10.00 | $3.00 | $2.00 | $5.00 | $3.00 | $2.00 | $2.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,118 | $3,000 | $9,650 | $12,000 | $5,000 | $6,000 | $18,000 | 1% |
| 659E10000 SEEDING AND MULCHING | 926 SY | $2.75 | $2.00 | $2.00 | $2.50 | $2.75 | $2.00 | $10.00 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 1 EACH | $2,400 | $3,100 | $4,175 | $2,300 | $2,200 | $2,500 | $2,600 | 1% |
| 33 FT |
| $3.00 |
| $29.00 |
| $10.00 |
| $15.00 |
| $25.00 |
| $50.00 |
| $25.00 |
| 202E38000 GUARDRAIL REMOVED | 300 FT | $3.00 | $3.50 | $4.32 | $1.00 | $4.00 | $8.00 | $5.00 |
| 204E45000 PROOF ROLLING | 0.5 HOUR | $175 | $1,100 | $216 | $75.00 | $200 | $500 | $100 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 1 STA | $100 | $806 | $375 | $500 | $1,500 | $1,200 | $1,500 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 2 CY | $200 | $742 | $373 | $150 | $250 | $250 | $125 |
| 659E20000 COMMERCIAL FERTILIZER | 0.12 TON | $610 | $3,000 | $2,200 | $650 | $640 | $500 | $1,200 |
| 659E31000 LIME | 0.2 ACRE | $80.00 | $2,200 | $2,800 | $80.00 | $80.00 | $500 | $800 |
| 659E35000 WATER | 5 MGAL | $1.00 | $173 | $50.00 | $1.00 | $11.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.3 CY | $1,450 | $2,600 | $2,325 | $1,500 | $1,600 | $3,500 | $1,500 |
| 407E10000 TACK COAT | 16 GAL | $2.00 | $19.50 | $3.00 | $1.75 | $1.75 | $4.00 | $10.00 |
| 621E00300 RPM REFLECTOR | 20 EACH | $25.00 | $231 | $103 | $190 | $200 | $20.00 | $650 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 , ONE WAY | 4 EACH | $10.00 | $81.50 | $11.00 | $12.00 | $10.00 | $20.00 | $25.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 15 FT | $20.00 | $42.00 | $36.00 | $12.00 | $10.00 | $10.00 | $100 |
| 630E80100 SIGN, FLAT SHEET | 9 SF | $25.00 | $60.50 | $51.50 | $25.00 | $25.00 | $50.00 | $100 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $75.00 | $367 | $188 | $50.00 | $50.00 | $100 | $175 |
| 644E00104 EDGE LINE, 6" | 0.09 MILE | $6,900 | $11,000 | $18,500 | $19,000 | $8,000 | $15,000 | $35,000 |
| 644E00204 LANE LINE, 6" | 0.44 MILE | $2,780 | $3,900 | $7,500 | $7,750 | $2,700 | $8,000 | $12,500 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 16 HOUR | $65.00 | $93.50 | $67.00 | $40.00 | $85.00 | $60.00 | $40.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,250 | $2,900 | $2,575 | $1,900 | $2,500 | $2,100 | $2,500 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 2 EACH | $100 | $140 | $103 | $100 | $100 | $250 | $750 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY | 14 EACH | $10.00 | $31.50 | $21.00 | $15.00 | $20.00 | $20.00 | $25.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 14 EACH | $20.00 | $43.50 | $26.00 | $15.00 | $25.00 | $20.00 | $25.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.44 MILE | $660 | $1,400 | $2,100 | $3,000 | $2,040 | $8,000 | $12,500 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 860 FT | $0.75 | $1.00 | $1.00 | $1.00 | $0.85 | $2.00 | $5.00 |
| 616E10000 WATER | 2 MGAL | $15.00 | $140 | $50.00 | $1.00 | $125 | $1.00 | $1.00 |
| 643E30000 REMOVAL OF PAVEMENT MARKING | 860 FT | $1.10 | $4.00 | $5.65 | $4.00 | $1.10 | $2.00 | $20.00 |
| 203E10000 EXCAVATION | 245 CY | — | — | — | — | — | $20.00 | — |
| 203E20000 EMBANKMENT | 180 CY | — | — | — | — | — | $20.00 | — |
| 507E00400 STEEL PILES, MISC.: W21x101, FURNISHED | 1,738 FT | — | — | — | — | — | $50.00 | — |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 22 CY | — | — | — | — | — | $500 | — |
| 511E71100 CONCRETE, MISC.: 7"x96"x66" PRECAST CONCRETE LAGGI | 1 CY | — | — | — | — | — | $800 | — |
| 511E81300 CONCRETE, MISC.: 7"x24"x66" PRECAST CONCRETE LAGGI | 106 EACH | — | — | — | — | — | $225 | — |
| 511E81300 CONCRETE, MISC.: 7"x36"x66" PRECAST CONCRETE LAGGI | 31 EACH | — | — | — | — | — | $225 | — |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 84 CY | — | — | — | — | — | $120 | — |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 282 FT | — | — | — | — | — | $20.00 | — |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 48 FT | — | — | — | — | — | $20.00 | — |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,721 FT | — | — | — | — | — | $90.00 | — |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 500 FT | — | — | — | — | — | $95.00 | — |
| 524E95000 DRILLED SHAFTS, MISC.: ,EXTENSION | 9 FT | — | — | — | — | — | $95.00 | — |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT, | 2 SY | — | — | — | — | — | $1,000 | — |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | — | — | — | — | — | $300 | — |
| 203E10000 EXCAVATION | 75 CY | $15.00 | $8.50 | $58.00 | $30.00 | $26.00 | — | $25.00 |
| 203E20000 EMBANKMENT | 57 CY | $10.00 | $12.00 | $72.00 | $30.00 | $30.00 | — | $25.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 2,093 FT | $62 | $130k | 32% |
| 507E00400 STEEL PILES, MISC.:W21x101, FURNISHED | 1,738 FT | $69 | $120k | 29% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 500 FT | $71 | $36k | 9% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 74 CY | $230 | $17k | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 640 FT | $20 | $13k | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 26 CY | $445 | $12k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $10k | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 375 FT | $20 | $8k | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $6,500 | $7k | 2% |
| 202E23000 PAVEMENT REMOVED | 317 SY | $20 | $6k | 2% |