Bel-US 250-08.03 (Part One and Part Two and Part Three)
Belmont County · est $0.3M
Bid dateThursday, January 11—
Belmont County · est $0.3M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 62 more items below.
| Item | Quantity | R1Rock Forge Bridge Company, LLC | R2Shelly & Sands INC | R3Alan Stone CO INC | R4Ohio-west Virginia Excavating CO | % of bid |
|---|---|---|---|---|---|---|
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN(PART ONE AND PART | 1 LS | $78,901 | $64,000 | $80,000 | $88,000 | 31% |
| 624E10000 MOBILIZATION(PART ONE AND PART TWO AND PART THREE) | 1 LS | $24,014 | $10,000 | $40,000 | $10,000 | 9% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 182 FT | $78.00 | $75.00 | $85.00 | $58.00 | 6% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 207 FT | $67.00 | $75.00 | $85.00 | $32.00 | 5% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 140 FT | $78.00 | $125 | $115 | $118 | 4% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 350 FT | $27.45 | $30.00 |
| Item | Quantity | R1Rock Forge Bridge Company, LLC | R2Shelly & Sands INC | R3Alan Stone CO INC | R4Ohio-west Virginia Excavating CO |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $871 | $1,800 | $4,000 | $4,000 |
| 202E23000 PAVEMENT REMOVED | 107 SY | $27.19 | $7.00 | $8.15 | $24.00 |
| 202E38000 GUARDRAIL REMOVED | 87.5 FT | $5.08 | $5.00 | $5.00 | $16.00 |
| 203E20000 EMBANKMENT | 6 CY | $40.03 | $60.00 | $48.00 | $290 |
| 204E10000 |
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 →
| $27.00 |
| $33.00 |
| 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 21 CY | $440 | $492 | $420 | $312 | 4% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 97 SY | $93.50 | $150 | $145 | $215 | 4% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 92 SY | $93.50 | $150 | $140 | $225 | 3% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 90 SY | $93.50 | $150 | $140 | $215 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 18 CY | $440 | $492 | $420 | $345 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING(PART ONE | 1 LS | $7,710 | $9,000 | $9,000 | $4,700 | 3% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 76 CY | $98.75 | $65.00 | $23.00 | $150 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 17 CY | $440 | $492 | $420 | $345 | 3% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 270 FT | $27.52 | $30.00 | $29.00 | $33.00 | 3% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 74 CY | $97.68 | $65.00 | $24.00 | $120 | 3% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 72 FT | $100 | $75.00 | $85.00 | $30.00 | 3% |
| 511E81300 CONCRETE, MISC.: 8"x24"x69" PRECAST CONCRETE LAGGI | 20 EACH | $315 | $250 | $253 | $365 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 6 CY | $940 | $425 | $400 | $490 | 2% |
| 511E81300 CONCRETE, MISC.: 8"x24"x45" PRECAST CONCRETE LAGGI | 36 EACH | $153 | $250 | $195 | $392 | 2% |
| 106 SY |
| $2.54 |
| $8.00 |
| $3.00 |
| $18.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 87.5 FT | $47.45 | $38.50 | $27.00 | $47.50 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 94 SY | $4.53 | $11.00 | $16.00 | $11.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 372 FT | $2.75 | $2.00 | $7.35 | $7.00 |
| 304E20000 AGGREGATE BASE | 18 CY | $96.84 | $100 | $105 | $190 |
| 407E10000 TACK COAT | 5 GAL | $2.48 | $2.00 | $2.40 | $14.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 9 GAL | $68.65 | $42.00 | $18.00 | $14.00 |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 3 CY | $578 | $992 | $551 | $1,000 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (4 CY | $495 | $852 | $473 | $825 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 2 EACH | $16.50 | $10.00 | $11.00 | $10.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.02 MILE | $27,500 | $25,000 | $26,240 | $34,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 19 CY | $127 | $125 | $304 | $220 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 40 FT | $5.36 | $5.00 | $25.00 | $2.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 8 FT | $29.11 | $30.00 | $63.00 | $37.50 |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 63 FT | $67.00 | $125 | $115 | $122 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $2,609 | $400 | $332 | $271 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $871 | $2,430 | $4,000 | $4,000 |
| 202E23000 PAVEMENT REMOVED | 100 SY | $30.25 | $20.00 | $8.75 | $24.00 |
| 202E38000 GUARDRAIL REMOVED | 75 FT | $4.74 | $5.00 | $5.85 | $18.00 |
| 203E20000 EMBANKMENT | 5 CY | $24.02 | $60.00 | $58.00 | $348 |
| 204E10000 SUBGRADE COMPACTION | 98 SY | $2.75 | $9.00 | $1.60 | $20.00 |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 75 FT | $58.61 | $38.50 | $42.00 | $48.00 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 84 SY | $3.80 | $11.00 | $18.00 | $18.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 360 FT | $2.75 | $2.00 | $7.35 | $7.00 |
| 304E20000 AGGREGATE BASE | 17 CY | $98.93 | $100 | $108 | $195 |
| 407E10000 TACK COAT | 4 GAL | $2.48 | $2.00 | $2.40 | $13.50 |
| 408E10001 PRIME COAT, AS PER PLAN | 10 GAL | $28.13 | $42.00 | $18.00 | $13.50 |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 3 CY | $578 | $992 | $530 | $1,000 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (4 CY | $495 | $852 | $450 | $822 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 2 EACH | $16.50 | $10.00 | $11.00 | $9.50 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.02 MILE | $27,500 | $25,000 | $26,240 | $33,950 |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 120 FT | $27.93 | $30.00 | $29.00 | $34.00 |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 5 CY | $885 | $475 | $400 | $588 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 16 CY | $139 | $135 | $188 | $245 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 32 FT | $6.11 | $5.00 | $17.00 | $3.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 8 FT | $29.11 | $30.00 | $61.00 | $37.50 |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 48 FT | $100 | $125 | $115 | $192 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $2,609 | $400 | $500 | $271 |
| 690E98400 SPECIAL - SHEETING LEFT IN PLACE | 1 LS | $2,194 | $4,500 | $3,500 | $4,850 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $871 | $3,000 | $4,000 | $4,000 |
| 202E23000 PAVEMENT REMOVED | 141 SY | $25.30 | $30.00 | $13.00 | $44.00 |
| 202E38000 GUARDRAIL REMOVED | 75 FT | $4.74 | $5.00 | $5.85 | $18.00 |
| 203E20000 EMBANKMENT | 30 CY | $20.02 | $45.00 | $20.00 | $58.00 |
| 204E10000 SUBGRADE COMPACTION | 128 SY | $3.16 | $10.00 | $2.50 | $15.00 |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 75 FT | $58.61 | $38.50 | $42.00 | $48.00 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 117 SY | $4.73 | $11.00 | $13.00 | $9.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 405 FT | $9.90 | $2.00 | $7.35 | $7.00 |
| 304E20000 AGGREGATE BASE | 23 CY | $94.67 | $100 | $132 | $168 |
| 407E10000 TACK COAT | 5 GAL | $2.48 | $2.00 | $2.40 | $10.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 14 GAL | $31.95 | $42.00 | $18.00 | $10.00 |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 4 CY | $578 | $992 | $551 | $800 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (5 CY | $495 | $852 | $473 | $675 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 2 EACH | $16.50 | $10.00 | $11.00 | $9.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.02 MILE | $27,500 | $25,000 | $26,240 | $25,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,078 | $3,149 | $2,500 | $9,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN(PART ONE AND PART | 1 LS | $78,901 | $79k | 23% |
| 624E10000 MOBILIZATION(PART ONE AND PART TWO AND PART THREE) | 1 LS | $24,014 | $24k | 7% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 182 FT | $78 | $14k | 4% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 207 FT | $67 | $14k | 4% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 140 FT | $78 | $11k | 3% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 350 FT | $27.45 | $10k | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 21 CY | $440 | $9k | 3% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 97 SY | $93.5 | $9k | 3% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 92 SY | $93.5 | $9k | 2% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 90 SY | $93.5 | $8k | 2% |