Hol-US 62-15.03
Holmes County · est $0.6M
Bid dateThursday, March 31—
Holmes County · est $0.6M
Published by ODOT on this contract’s Proposal PDF · EDGE 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 · 25 more items below.
| Item | Quantity | R1Dennison Bridge INC | R2Alan Stone CO INC | R3Ohio-west Virginia Excavating CO | R4Shelly & Sands INC | R5Bog Construction INC | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00200 STEEL PILES HP12X53, FURNISHED | 2,605 FT | $48.00 | $42.00 | $42.00 | $50.00 | $55.00 | 24% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 2,070 FT | $50.00 | $42.50 | $31.80 | $45.00 | $83.00 | 20% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 193 SY | $200 | $120 | $175 | $200 | $98.00 | 8% |
| Item | Quantity | R1Dennison Bridge INC | R2Alan Stone CO INC | R3Ohio-west Virginia Excavating CO | R4Shelly & Sands INC | R5Bog Construction INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $100 | $899 | $9,575 | $2,500 | $4,000 |
| 202E38000 GUARDRAIL REMOVED | 387.5 FT | $2.00 | $3.00 | $15.50 | $2.00 | $4.00 |
| 202E98000 REMOVAL MISC.: PILING REMOVED | 1 LS | $3,500 | $3,100 | $4,970 | $4,000 | $2,000 |
| 204E10000 SUBGRADE COMPACTION | 535 SY | $2.00 |
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 →
| 1,820 SF |
| $20.00 |
| $21.00 |
| $27.50 |
| $20.00 |
| $21.00 |
| 7% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 122 CY | $280 | $254 | $189 | $250 | $245 | 7% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 414 FT | $65.00 | $50.00 | $52.50 | $70.00 | $85.00 | 5% |
| 304E20000 AGGREGATE BASE | 283 CY | $80.00 | $82.50 | $82.25 | $70.00 | $100 | 4% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 673 CY | $30.00 | $16.50 | $26.00 | $30.00 | $20.00 | 4% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 387.5 FT | $41.50 | $47.50 | $58.50 | $39.40 | $42.00 | 3% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 52 CY | $300 | $275 | $328 | $425 | $400 | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 131 CY | $90.00 | $91.00 | $97.00 | $175 | $85.00 | 2% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $11,000 | $67,000 | $54,400 | $40,300 | $42,000 | 2% |
| 202E23000 PAVEMENT REMOVED | 535 SY | $18.00 | $15.00 | $13.25 | $20.00 | $20.00 | 2% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (23 CY | $375 | $410 | $285 | $410 | $594 | 2% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 17 CY | $450 | $450 | $491 | $510 | $692 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,000 | $3,900 | $7,910 | $4,501 | $15,000 | 1% |
| 507E00400 STEEL PILES, MISC.: STEEL PILES W14x68, FURNISHED | 90 FT | $62.00 | $65.00 | $65.00 | $70.00 | $67.00 | 1% |
| 203E20000 EMBANKMENT | 198 CY | $25.00 | $4.50 | $46.50 | $20.00 | $20.00 | 1% |
| 624E10000 MOBILIZATION | 1 LS | $4,000 | $13,000 | $27,300 | $20,000 | $25,000 | 1% |
| 621E00100 RPM | 11 EACH | $330 | $439 | $312 | $300 | $400 | 1% |
| $2.00 |
| $1.00 |
| $4.00 |
| $5.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 1 EACH | $3,425 | $3,900 | $2,975 | $3,260 | $3,600 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 513 SY | $5.00 | $3.50 | $6.75 | $6.00 | $8.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E99711 PRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN | 3 EACH | $300 | $234 | $189 | $300 | $400 |
| 407E10000 TACK COAT | 80 GAL | $5.00 | $3.50 | $3.25 | $3.00 | $5.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 69 GAL | $10.00 | $21.00 | $3.25 | $20.00 | $41.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 11 EACH | $20.00 | $17.00 | $32.00 | $12.00 | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 9 EACH | $7.75 | $9.00 | $11.50 | $7.50 | $10.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 10.5 FT | $40.00 | $48.50 | $37.00 | $40.00 | $50.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $100 | $115 | $118 | $95.00 | $150 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $10.00 | $12.00 | $189 | $10.00 | $100 |
| 646E10010 EDGE LINE, 6" | 0.15 MILE | $17,000 | $24,000 | $16,650 | $16,000 | $20,000 |
| 646E10200 CENTER LINE | 0.07 MILE | $34,000 | $24,000 | $33,300 | $32,000 | $35,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $125 | $409 | $379 | $225 | $100 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.29 MILE | $3,500 | $3,900 | $3,400 | $3,250 | $5,000 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.15 MILE | $6,000 | $7,800 | $6,800 | $6,450 | $6,500 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 345 FT | $8.00 | $7.50 | $8.00 | $7.00 | $10.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 18 FT | $15.00 | $6.00 | $9.00 | $25.00 | $20.00 |
| 530E50010 SPECIAL - RETAINING WALL, CAST-IN-PLACE CONCRETE L | 60 SF | $35.00 | $22.00 | $113 | $100 | $30.00 |
| 530E50010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 30 SF | $20.00 | $25.00 | $40.75 | $25.00 | $30.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $1,500 | $4,400 | $1,575 | $6,950 | $4,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00200 STEEL PILES HP12X53, FURNISHED | 2,605 FT | $48 | $125k | 23% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 2,070 FT | $50 | $104k | 19% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 193 SY | $200 | $39k | 7% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,820 SF | $20 | $36k | 7% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 122 CY | $280 | $34k | 6% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 414 FT | $65 | $27k | 5% |
| 304E20000 AGGREGATE BASE | 283 CY | $80 | $23k | 4% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 673 CY | $30 | $20k | 4% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 387.5 FT | $41.5 | $16k | 3% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 52 CY | $300 | $16k | 3% |