LAW-SR 7-00.58 Slide Repair
LAW County · est $1.1M
Bid dateThursday, January 27—
LAW County · est $1.1M
Published by ODOTon this contract’s Proposal PDF · EDGE Goal: 5.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 34 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Allard Excavation LLC | R3Alan Stone CO INC | R4Shelly & Sands INC | R5D G M INC | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W24X229 STEEL BEAM, FURNISHED | 2,172 FT | $197 | $233 | $231 | $213 | $248 | 46% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,467 FT | $67.67 | $58.78 | $86.00 | $82.00 | $90.00 | 11% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 976 SY | $67.62 | $70.65 | $92.00 | $93.00 | $70.00 | 7% |
| 511E81300 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Allard Excavation LLC | R3Alan Stone CO INC | R4Shelly & Sands INC | R5D G M INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,283 | $3,000 | $5,000 | $9,000 | $11,000 |
| 202E23000 PAVEMENT REMOVED | 582 SY | $10.23 | $6.69 | $6.50 | $15.00 | $15.00 |
| 202E38000 GUARDRAIL REMOVED | 275 FT | $5.27 | $2.80 | $2.50 | $2.40 | $2.00 |
| 659E10000 SEEDING AND MULCHING | 772 SY | $2.13 | $1.32 |
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 →
| 89 EACH |
| $729 |
| $600 |
| $422 |
| $475 |
| $470 |
| 7% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 (9") | 149 CY | $238 | $220 | $220 | $220 | $230 | 4% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 330 FT | $106 | $56.92 | $123 | $90.00 | $160 | 4% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1,037 CY | $24.02 | $36.08 | $18.50 | $35.00 | $40.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $22,874 | $90,000 | $20,000 | $40,000 | $20,000 | 2% |
| 518E21201 POROUS BACKFILL WITH GEOTEXTILE FABRIC, AS PER PLA | 221.5 CY | $101 | $75.40 | $113 | $120 | $80.00 | 2% |
| 203E10000 EXCAVATION | 807 CY | $22.14 | $11.90 | $24.00 | $25.00 | $15.00 | 2% |
| 511E81300 CONCRETE, MISC.: 8"X24"X93" PRECAST CONCRETE LAGGI | 31 EACH | $514 | $390 | $380 | $325 | $470 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 275 FT | $47.38 | $29.88 | $30.74 | $28.80 | $33.00 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 610 FT | $21.32 | $18.10 | $26.00 | $28.00 | $25.00 | 1% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 41 CY | $280 | $207 | $448 | $425 | $350 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $11,464 | $11,410 | $5,000 | $7,200 | $18,000 | 1% |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 1.15 MILE | $9,066 | $6,853 | $8,850 | $8,850 | $10,000 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $9,066 | $12,650 | $16,000 | $18,000 | $26,500 | 1% |
| 203E20000 EMBANKMENT | 380 CY | $21.11 | $9.20 | $8.50 | $18.00 | $12.00 | 1% |
| 304E20000 AGGREGATE BASE (6") | 103 CY | $71.86 | $76.50 | $63.00 | $70.00 | $75.00 | 1% |
| 442E20200 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 28 CY | $262 | $355 | $355 | $355 | $370 | 1% |
| $3.50 |
| $4.15 |
| $4.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 39 SY | $10.23 | $0.05 | $11.00 | $4.15 | $0.05 |
| 659E20000 COMMERCIAL FERTILIZER | 0.1 TON | $2,148 | $500 | $599 | $800 | $800 |
| 659E31000 LIME | 0.2 ACRE | $2,583 | $500 | $843 | $80.00 | $80.00 |
| 659E35000 WATER | 4 MGAL | $10.25 | $1.00 | $0.01 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 3,200 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 263 FT | $24.27 | $10.50 | $24.00 | $20.00 | $15.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 10 FT | $34.85 | $12.80 | $12.00 | $40.00 | $30.00 |
| 204E10000 SUBGRADE COMPACTION | 621 SY | $0.85 | $2.15 | $2.00 | $8.00 | $4.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $203 | $88.00 | $540 | $200 | $70.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 302 FT | $3.70 | $2.50 | $7.50 | $4.60 | $7.00 |
| 407E10000 TACK COAT | 64 GAL | $3.07 | $1.85 | $1.85 | $1.85 | $1.85 |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 20 CY | $306 | $375 | $375 | $375 | $385 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 1,721 FT | $2.92 | $2.85 | $2.85 | $2.45 | $3.20 |
| 621E00100 RPM | 49 EACH | $92.20 | $61.00 | $90.00 | $61.00 | $90.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 49 EACH | $25.44 | $8.75 | $11.50 | $7.00 | $5.00 |
| 626E00112 BARRIER REFLECTOR, TYPE 3 (ONE-WAY) | 3 EACH | $36.88 | $12.00 | $10.67 | $10.00 | $12.00 |
| 644E00104 EDGE LINE, 6" | 1.12 MILE | $5,942 | $2,600 | $5,800 | $2,600 | $6,000 |
| 644E00204 LANE LINE, 6" | 0.65 MILE | $2,935 | $2,600 | $2,865 | $2,600 | $3,000 |
| 644E00400 CHANNELIZING LINE, 8" | 636 FT | $2.15 | $2.50 | $2.10 | $2.50 | $2.25 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 20 HOUR | $154 | $75.00 | $67.50 | $70.00 | $50.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,561 | $1,900 | $3,330 | $3,120 | $2,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (ONE-WAY OR BI-DIRECTION | 13 EACH | $20.49 | $10.00 | $36.00 | $9.00 | $15.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 13 EACH | $45.07 | $10.00 | $44.00 | $15.00 | $15.00 |
| 614E23400 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 740.06, | 86 FT | $4.61 | $1.60 | $4.50 | $4.50 | $5.00 |
| 614E24402 WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 1,312 FT | $1.28 | $1.45 | $1.25 | $1.25 | $1.50 |
| 616E10000 WATER | 4.5 MGAL | $10.24 | $1.00 | $0.30 | $40.00 | $1.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 275 FT | $6.43 | $8.42 | $6.00 | $4.50 | $20.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 20 FT | $9.83 | $9.35 | $6.00 | $20.00 | $25.00 |
| 524E95000 DRILLED SHAFTS, MISC.: EXTENSION, AS PER PLAN | 17 FT | $133 | $298 | $47.50 | $50.00 | $60.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $768 | $5,250 | $5,000 | $9,500 | $4,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W24X229 STEEL BEAM, FURNISHED | 2,172 FT | $197.15 | $428k | 43% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,467 FT | $67.67 | $99k | 10% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 976 SY | $67.62 | $66k | 7% |
| 511E81300 CONCRETE, MISC.: 8"X36"X93" PRECAST CONCRETE LAGGI | 89 EACH | $728.56 | $65k | 7% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 (9") | 149 CY | $238.12 | $35k | 4% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 330 FT | $106.28 | $35k | 4% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1,037 CY | $24.02 | $25k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $22,874 | $23k | 2% |
| 518E21201 POROUS BACKFILL WITH GEOTEXTILE FABRIC, AS PER PLA | 221.5 CY | $101 | $22k | 2% |
| 203E10000 EXCAVATION | 807 CY | $22.14 | $18k | 2% |