JEF-SR 151-12.10 (PART ONE AND PART TWO)
JEF County · est $0.7M
Bid dateThursday, June 21—
JEF County · est $0.7M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 41 more items below.
| Item | Quantity | R1Dennison Bridge INC | R2Ohio-west Virginia Excavating CO | R3Shelly & Sands INC | R4Alan Stone CO INC | R5Bog Construction INC | R6Bbr Drilling Company INC | R7Craig Edward Susany INC | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 1,725 FT | $55.00 | $32.25 | $55.00 | $50.00 | $65.00 | $85.00 | $107 | 17% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 1,164 FT | $70.00 | $58.07 | $66.50 | $63.00 | $80.00 | $85.00 | $132 | 15% |
| Item | Quantity | R1Dennison Bridge INC | R2Ohio-west Virginia Excavating CO | R3Shelly & Sands INC | R4Alan Stone CO INC | R5Bog Construction INC | R6Bbr Drilling Company INC | R7Craig Edward Susany INC |
|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,000 | $4,500 | $5,200 | $4,500 | $2,500 | $1,000 | $2,500 |
| 202E23000 PAVEMENT REMOVED | 203 SY | $18.00 | $16.00 | $19.00 | $11.00 | $28.00 | $45.00 | $20.00 |
| 202E38000 GUARDRAIL REMOVED | 425 FT |
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 →
| 2,715 FT |
| $29.00 |
| $31.50 |
| $31.00 |
| $32.25 |
| $40.00 |
| $35.00 |
| $33.00 |
| 14% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 990 FT | $65.00 | $62.20 | $83.00 | $65.00 | $49.00 | $125 | $120 | 12% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN(PART ONE AND PART | 1 LS | $50,000 | $79,000 | $81,053 | $115,000 | $58,000 | $45,000 | $30,000 | 9% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 450 FT | $50.00 | $26.00 | $55.00 | $40.00 | $88.00 | $100 | $107 | 4% |
| 624E10000 MOBILIZATION(PART ONE AND PART TWO) | 1 LS | $22,000 | $15,000 | $20,000 | $55,000 | $40,000 | $33,000 | $20,000 | 4% |
| 511E81300 CONCRETE, MISC.: 8"X24"X69" PRECAST CONCRETE LAGGI | 77 EACH | $230 | $270 | $300 | $223 | $240 | $220 | $400 | 3% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 250 FT | $65.00 | $73.00 | $83.00 | $65.00 | $69.00 | $200 | $120 | 3% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 500 FT | $29.00 | $31.00 | $31.00 | $33.00 | $40.00 | $35.00 | $33.00 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 52 CY | $275 | $236 | $277 | $268 | $300 | $260 | $300 | 3% |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 412.5 FT | $26.00 | $25.00 | $24.80 | $29.00 | $27.00 | $37.00 | $30.00 | 2% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (35 CY | $295 | $286 | $262 | $294 | $330 | $285 | $300 | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 37 CY | $275 | $260 | $333 | $268 | $300 | $260 | $300 | 2% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 214 CY | $45.00 | $116 | $95.00 | $32.00 | $28.00 | $20.00 | $75.00 | 2% |
| 611E05900 15" CONDUIT, TYPE B | 47 FT | $200 | $142 | $155 | $174 | $150 | $70.00 | $150 | 2% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 25 CY | $330 | $340 | $346 | $331 | $360 | $320 | $350 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,000 | $8,500 | $5,325 | $5,000 | $20,000 | $1,500 | $35,000 | 1% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 58 CY | $120 | $123 | $115 | $273 | $100 | $80.00 | $220 | 1% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 22 CY | $300 | $300 | $500 | $384 | $380 | $250 | $520 | 1% |
| $2.00 |
| $3.00 |
| $1.60 |
| $3.00 |
| $3.00 |
| $2.00 |
| $2.00 |
| 203E20000 EMBANKMENT | 55 CY | $18.00 | $30.00 | $12.50 | $16.00 | $100 | $75.00 | $100 |
| 204E10000 SUBGRADE COMPACTION | 245 SY | $4.00 | $4.00 | $3.50 | $2.50 | $3.00 | $10.00 | $9.00 |
| 209E10000 DITCH CLEANOUT | 50 FT | $25.00 | $30.00 | $17.00 | $9.00 | $25.00 | $5.00 | $50.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 1 EACH | $2,200 | $2,300 | $2,185 | $2,257 | $2,300 | $2,700 | $2,300 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 1 CY | $350 | $520 | $650 | $1,424 | $250 | $200 | $500 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 609 SY | $4.00 | $4.00 | $4.60 | $5.00 | $6.00 | $2.00 | $10.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $2,500 | $2,185 | $1,985 | $2,261 | $2,500 | $500 | $3,000 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 463 FT | $2.50 | $6.00 | $2.00 | $15.00 | $6.00 | $15.00 | $10.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3") | 508 SY | $10.00 | $19.00 | $15.00 | $11.00 | $15.50 | $15.00 | $20.00 |
| 304E20000 AGGREGATE BASE | 41 CY | $120 | $118 | $80.00 | $96.00 | $140 | $75.00 | $100 |
| 407E10000 TACK COAT | 82 GAL | $2.00 | $11.00 | $2.00 | $2.50 | $4.00 | $7.00 | $3.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 10 EACH | $6.00 | $27.00 | $6.50 | $8.50 | $10.00 | $20.00 | $8.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.09 MILE | $6,000 | $6,900 | $6,000 | $7,227 | $6,500 | $12,000 | $8,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.09 MILE | $6,000 | $7,100 | $6,000 | $7,447 | $8,000 | $12,000 | $8,000 |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 36" DIAMETER, UN | 12 FT | $85.00 | $385 | $185 | $130 | $140 | $150 | $158 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $100 | $4,300 | $5,000 | $4,500 | $2,500 | $1,000 | $2,500 |
| 202E23000 PAVEMENT REMOVED | 266 SY | $18.00 | $16.00 | $12.00 | $11.00 | $28.00 | $44.00 | $20.00 |
| 202E38000 GUARDRAIL REMOVED | 250 FT | $2.00 | $5.00 | $1.60 | $3.50 | $3.00 | $2.00 | $2.00 |
| 203E20000 EMBANKMENT | 53 CY | $18.00 | $35.00 | $13.50 | $11.00 | $100 | $75.00 | $100 |
| 204E10000 SUBGRADE COMPACTION | 337 SY | $4.00 | $7.00 | $4.00 | $2.50 | $3.00 | $8.00 | $9.00 |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 250 FT | $26.00 | $27.00 | $24.80 | $29.00 | $27.00 | $37.00 | $24.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 2 EACH | $2,200 | $2,185 | $2,185 | $2,257 | $2,300 | $2,800 | $2,300 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 128 SY | $12.00 | $4.00 | $4.95 | $5.50 | $9.00 | $8.00 | $20.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 204 FT | $5.00 | $6.50 | $2.25 | $15.00 | $6.00 | $15.00 | $10.00 |
| 304E20000 AGGREGATE BASE | 54 CY | $120 | $138 | $75.00 | $88.00 | $130 | $75.00 | $100 |
| 407E10000 TACK COAT | 17 GAL | $2.00 | $11.00 | $2.00 | $2.50 | $4.00 | $7.00 | $3.00 |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 11 CY | $330 | $475 | $487 | $331 | $360 | $320 | $300 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (15 CY | $195 | $386 | $371 | $294 | $330 | $285 | $300 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 8 EACH | $6.00 | $25.00 | $6.25 | $8.50 | $10.00 | $20.00 | $8.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.04 MILE | $9,000 | $15,000 | $9,000 | $15,455 | $10,000 | $12,000 | $15,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.04 MILE | $9,000 | $15,000 | $9,000 | $15,692 | $10,000 | $12,000 | $15,000 |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 31 SY | $120 | $293 | $210 | $390 | $125 | $185 | $300 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 150 FT | $5.00 | $10.00 | $5.00 | $11.00 | $10.00 | $4.00 | $10.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 16 FT | $10.00 | $41.00 | $30.00 | $34.00 | $10.00 | $4.00 | $50.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $300 | $265 | $550 | $333 | $300 | $500 | $250 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING(PART ONE | 1 LS | $4,000 | $1,600 | $12,450 | $12,000 | $3,500 | $3,500 | $20,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 1,725 FT | $55 | $95k | 15% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 1,164 FT | $70 | $81k | 13% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 2,715 FT | $29 | $79k | 12% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 990 FT | $65 | $64k | 10% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN(PART ONE AND PART | 1 LS | $50,000 | $50k | 8% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 450 FT | $50 | $23k | 4% |
| 624E10000 MOBILIZATION(PART ONE AND PART TWO) | 1 LS | $22,000 | $22k | 3% |
| 511E81300 CONCRETE, MISC.: 8"X24"X69" PRECAST CONCRETE LAGGI | 77 EACH | $230 | $18k | 3% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 250 FT | $65 | $16k | 3% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 500 FT | $29 | $15k | 2% |