Has-US 22-05.87
Harrison County · est $0.7M
Bid dateThursday, November 18—
Harrison County · est $0.7M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 5.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 38 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Craig Edward Susany INC | R3Dennison Bridge INC | R4Alan Stone CO INC | R5Shelly & Sands INC | R6Suburban Maintenance & Construction | R7Dot Construction CORP | R8Beaver Excavating Company | % of bid |
|---|---|---|---|---|---|---|---|---|---|---|
| 507E00200 STEEL PILES HP12X53, FURNISHED | 2,280 FT | $42.00 | $43.00 | $45.00 | $53.00 | $45.00 | $50.00 | $75.00 | $56.00 | 22% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 1,020 FT | $50.00 | $50.00 | $70.00 | $53.50 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Craig Edward Susany INC | R3Dennison Bridge INC | R4Alan Stone CO INC | R5Shelly & Sands INC | R6Suburban Maintenance & Construction | R7Dot Construction CORP | R8Beaver Excavating Company |
|---|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,000 | $1,000 | $100 | $2,000 | $3,500 | $35,000 | $5,000 | $7,080 |
| 202E38000 GUARDRAIL REMOVED | 425 FT | $5.00 | $2.00 | $2.00 | $2.50 | $2.50 |
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 →
| $73.00 |
| $105 |
| $100 |
| $247 |
| 12% |
| 511E81300 CONCRETE, MISC.: 8" x 24" x 57" PRECAST CONCRETE L | 226 EACH | $190 | $165 | $160 | $174 | $250 | $210 | $200 | $200 | 10% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 940 FT | $40.00 | $39.00 | $50.00 | $44.50 | $32.00 | $50.00 | $100 | $100 | 9% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 135 CY | $182 | $225 | $225 | $259 | $275 | $275 | $270 | $270 | 6% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 376 SY | $65.00 | $80.00 | $70.00 | $75.50 | $85.00 | $80.00 | $100 | $85.00 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $23,000 | $6,000 | $20,000 | $26,200 | $8,921 | $70,000 | $30,000 | $8,000 | 5% |
| 304E20000 AGGREGATE BASE | 249 CY | $80.00 | $100 | $95.00 | $96.00 | $95.00 | $65.00 | $80.00 | $111 | 5% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 144 CY | $130 | $85.00 | $110 | $150 | $185 | $65.00 | $60.00 | $200 | 4% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 50 CY | $365 | $330 | $350 | $346 | $425 | $250 | $600 | $350 | 4% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 699 CY | $15.00 | $15.00 | $35.00 | $20.55 | $15.00 | $35.00 | $40.00 | $125 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 387.5 FT | $26.00 | $26.00 | $27.00 | $33.50 | $27.50 | $34.00 | $26.80 | $28.00 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $10,000 | $10,000 | $18,000 | $9,500 | $20,000 | $45,000 | $20,000 | $20,000 | 2% |
| 202E23000 PAVEMENT REMOVED | 583 SY | $15.00 | $15.00 | $20.00 | $13.50 | $15.00 | $22.00 | $20.00 | $25.00 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 510 FT | $14.00 | $20.00 | $14.00 | $19.00 | $20.00 | $17.00 | $40.00 | $16.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,700 | $13,000 | $7,000 | $7,500 | $4,400 | $15,000 | $8,500 | $11,000 | 2% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (28 CY | $205 | $310 | $350 | $307 | $400 | $500 | $275 | $275 | 1% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,400 | $2,600 | $2,500 | $2,700 | $2,200 | $2,500 | $2,100 | $2,100 | 1% |
| 832E30000 EROSION CONTROL | 4,716 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 203E20000 EMBANKMENT | 228 CY | $20.00 | $25.00 | $25.00 | $7.00 | $12.00 | $17.00 | $60.00 | $16.00 | 1% |
| $5.00 |
| $2.00 |
| $3.00 |
| 202E98000 REMOVAL MISC.: PILING REMOVED | 1 LS | $1,500 | $1,000 | $100 | $2,100 | $2,000 | $5,000 | $5,000 | $2,000 |
| 203E10000 EXCAVATION | 125 CY | $28.00 | $25.00 | $25.00 | $13.50 | $20.00 | $17.00 | $40.00 | $40.00 |
| 204E10000 SUBGRADE COMPACTION | 646 SY | $6.00 | $2.00 | $2.00 | $2.50 | $2.50 | $5.00 | $2.00 | $3.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 1 EACH | $2,400 | $2,400 | $2,600 | $3,300 | $2,700 | $3,200 | $2,945 | $2,700 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $100 | $25.00 | $100 | $133 | $100 | $100 | $500 | $115 |
| 659E00300 TOPSOIL | 65 CY | $45.00 | $25.00 | $20.00 | $24.00 | $50.00 | $45.00 | $60.00 | $56.00 |
| 659E10000 SEEDING AND MULCHING | 586 SY | $5.00 | $3.00 | $5.00 | $2.00 | $4.80 | $3.00 | $4.45 | $7.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 29 SY | $5.00 | $3.00 | $5.00 | $10.00 | $4.80 | $3.00 | $2.90 | $5.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.08 TON | $800 | $400 | $1,000 | $665 | $800 | $500 | $365 | $515 |
| 659E31000 LIME | 0.12 ACRE | $80.00 | $75.00 | $100 | $851 | $80.00 | $500 | $75.00 | $110 |
| 659E35000 WATER | 5 MGAL | $1.00 | $1.00 | $1.00 | $100 | $1.00 | $1.00 | $1.00 | $2.00 |
| 407E10000 TACK COAT | 99 GAL | $6.00 | $4.00 | $4.00 | $4.00 | $3.00 | $3.00 | $2.50 | $3.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 33 GAL | $8.00 | $75.00 | $30.00 | $73.00 | $35.00 | $3.00 | $17.00 | $17.00 |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 20 CY | $225 | $550 | $600 | $542 | $400 | $500 | $550 | $550 |
| 621E00100 RPM | 11 EACH | $255 | $250 | $310 | $302 | $250 | $250 | $220 | $465 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 11 EACH | $13.00 | $10.00 | $20.00 | $24.50 | $20.00 | $50.00 | $25.00 | $62.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 10 EACH | $20.00 | $10.00 | $10.00 | $12.00 | $10.00 | $9.50 | $8.50 | $10.00 |
| 646E10010 EDGE LINE, 6" | 0.07 MILE | $12,000 | $30,000 | $30,000 | $36,000 | $12,000 | $10,000 | $29,025 | $29,026 |
| 646E10200 CENTER LINE | 0.07 MILE | $12,000 | $30,000 | $30,000 | $36,000 | $12,000 | $10,000 | $35,999 | $35,999 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 2 EACH | $2,000 | $11,000 | $1,500 | $2,400 | $10,000 | $15,000 | $12,000 | $21,480 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $250 | $350 | $150 | $355 | $175 | $350 | $200 | $150 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 11 EACH | $29.00 | $10.00 | $15.00 | $34.00 | $10.00 | $28.00 | $17.50 | $18.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 11 EACH | $22.00 | $10.00 | $20.00 | $26.50 | $15.00 | $23.00 | $21.00 | $21.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.18 MILE | $12,500 | $10,000 | $12,000 | $15,000 | $12,510 | $13,000 | $11,900 | $12,000 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.07 MILE | $9,400 | $10,000 | $10,000 | $11,000 | $9,400 | $9,500 | $16,993 | $17,000 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.29 MILE | $8,800 | $10,000 | $9,000 | $11,000 | $8,750 | $9,000 | $8,650 | $8,650 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.07 MILE | $9,300 | $10,000 | $10,000 | $11,000 | $9,275 | $9,500 | $12,124 | $13,150 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 24 FT | $12.00 | $12.00 | $20.00 | $14.50 | $12.00 | $13.00 | $10.50 | $10.50 |
| 615E10001 ROADS FOR MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $2,500 | $10,000 | $6,500 | $4,300 | $27,000 | $15,000 | $10,000 | $16,100 |
| 616E10000 WATER | 10 MGAL | $10.00 | $1.00 | $10.00 | $0.01 | $25.00 | $1.00 | $1.00 | $725 |
| 511E81300 CONCRETE, MISC.: 8" x 24" x 57" PRECAST CONCRETE L | 1 EACH | $375 | $165 | $160 | $185 | $350 | $225 | $200 | $750 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 340 FT | $6.00 | $9.00 | $8.00 | $7.00 | $5.50 | $8.00 | $20.00 | $7.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 14 FT | $6.00 | $14.00 | $15.00 | $17.00 | $25.00 | $8.00 | $20.00 | $25.00 |
| 611E99711 PRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN | 2 EACH | $150 | $150 | $300 | $288 | $225 | $250 | $500 | $315 |
| 619E16010 FIELD OFFICE, TYPE B | 4 MNTH | $750 | $500 | $1,000 | $500 | $3,000 | $900 | $2,000 | $5,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $1,500 | $4,000 | $3,000 | $4,500 | $7,500 | $6,000 | $5,000 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00200 STEEL PILES HP12X53, FURNISHED | 2,280 FT | $42 | $96k | 20% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 1,020 FT | $50 | $51k | 11% |
| 511E81300 CONCRETE, MISC.: 8" x 24" x 57" PRECAST CONCRETE L | 226 EACH | $190 | $43k | 9% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 940 FT | $40 | $38k | 8% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 135 CY | $182 | $25k | 5% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 376 SY | $65 | $24k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $23,000 | $23k | 5% |
| 304E20000 AGGREGATE BASE | 249 CY | $80 | $20k | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 144 CY | $130 | $19k | 4% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 50 CY | $365 | $18k | 4% |