BEL-SR 147-00.40
BEL County · est $0.4M
Bid dateThursday, April 4—
BEL County · est $0.4M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 36 more items below.
| Item | Quantity | R1Buds INC | R2Alan Stone CO INC | R3R C Construction Company And Son | R4INC Ohio-west Virginia Excavating CO | % of bid |
|---|---|---|---|---|---|---|
| 611E94981 10' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN (DES | 78 FT | $1,235 | $1,600 | $1,200 | $1,310 | 35% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 26 CY | $1,200 | $590 | $750 | $1,480 | 11% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $20,000 | $12,000 | $12,500 | $7,100 | 7% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 6 CY | $3,000 | $1,400 | $750 | $3,900 | 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 27 CY | $500 | $360 | $425 | $375 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $13,000 | $24,000 | $19,000 | $17,500 |
| Item | Quantity | R1Buds INC | R2Alan Stone CO INC | R3R C Construction Company And Son | R4INC Ohio-west Virginia Excavating CO |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,000 | $6,000 | $2,500 | $5,000 |
| 202E38000 GUARDRAIL REMOVED | 481 FT | $4.00 | $4.00 | $5.00 | $6.00 |
| 204E10000 SUBGRADE COMPACTION | 89 SY | $10.00 | $4.50 | $2.00 | $3.00 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 1 EACH | $2,500 | $980 | $1,000 | $1,700 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA |
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 →
| 5% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 28 CY | $400 | $170 | $175 | $546 | 4% |
| 203E10000 EXCAVATION | 486 CY | $23.00 | $35.00 | $25.00 | $32.25 | 4% |
| 203E20000 EMBANKMENT | 430 CY | $23.00 | $30.00 | $25.00 | $42.00 | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 3,036 LB | $1.90 | $2.50 | $3.00 | $4.25 | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $5,750 | $7,500 | $10,000 | $6,550 | 2% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 4 CY | $1,300 | $1,100 | $475 | $651 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $5,000 | $39,000 | $15,000 | $31,410 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $15,000 | $17,000 | $12,400 | 2% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (6 CY | $800 | $980 | $475 | $513 | 2% |
| 512E33010 TYPE 3 WATERPROOFING | 118 SY | $37.00 | $45.00 | $45.00 | $89.00 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $4,000 | $10,000 | $30,000 | $13,400 | 1% |
| 659E10000 SEEDING AND MULCHING | 2,289 SY | $1.70 | $4.50 | $5.00 | $2.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $3,750 | $2,600 | $25,000 | $6,485 | 1% |
| 202E23000 PAVEMENT REMOVED | 110 SY | $30.00 | $25.00 | $25.00 | $39.60 | 1% |
| 2 CY |
| $150 |
| $230 |
| $185 |
| $881 |
| 601E32210 ROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FIL | 15 CY | $150 | $170 | $175 | $222 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $140 | $50.00 | $175 |
| 659E00300 TOPSOIL | 254 CY | $10.00 | $45.00 | $35.00 | $52.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 114 SY | $0.25 | $3.00 | $0.20 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.32 TON | $1,400 | $980 | $1,950 | $1,700 |
| 659E31000 LIME | 0.47 ACRE | $150 | $400 | $900 | $200 |
| 659E35000 WATER | 13 MGAL | $0.20 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 2,500 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 81 SY | $6.25 | $9.00 | $10.00 | $7.00 |
| 836E10020 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 213 SY | $6.25 | $6.50 | $25.00 | $7.00 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $3.00 | $20.00 | $10.00 | $57.00 |
| 304E20000 AGGREGATE BASE | 15 CY | $200 | $100 | $150 | $297 |
| 407E10000 TACK COAT | 19 GAL | $4.00 | $4.00 | $25.00 | $17.00 |
| 621E00100 RPM | 9 EACH | $50.00 | $230 | $500 | $535 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 9 EACH | $1.00 | $25.00 | $100 | $16.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $25.00 | $30.00 | $50.00 | $18.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $25.00 | $35.00 | $50.00 | $24.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.22 MILE | $8,500 | $6,500 | $4,500 | $4,250 |
| 642E00300 CENTER LINE, TYPE 1 | 0.11 MILE | $10,000 | $11,000 | $7,000 | $7,750 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $200 | $250 | $25.00 | $720 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.11 MILE | $1,500 | $4,600 | $6,500 | $6,550 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.22 MILE | $1,500 | $3,300 | $6,500 | $3,600 |
| 616E10000 WATER | 5 MGAL | $0.25 | $1.00 | $1.00 | $1.00 |
| 503E21100 UNCLASSIFIED EXCAVATION | 43 CY | $50.00 | $130 | $100 | $107 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $3,000 | $2,200 | $750 | $3,315 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 20 SY | $40.00 | $35.00 | $50.00 | $119 |
| 512E33000 TYPE 2 WATERPROOFING | 98 SY | $20.00 | $35.00 | $35.00 | $58.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 26 SF | $10.00 | $10.00 | $40.00 | $21.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 13 CY | $130 | $140 | $150 | $350 |
| 690E98400 SPECIAL - MISC.: WORK INVOLVING ASBESTOS CONTAININ | 1 LS | $10.00 | $820 | $25,000 | $1,175 |
| 619E16010 FIELD OFFICE, TYPE B | 3 MNTH | $500 | $700 | $500 | $4,150 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94981 10' X 4' CONDUIT, TYPE A, 706.05, AS PER PLAN (DES | 78 FT | $1,235 | $96k | 31% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 26 CY | $1,200 | $31k | 10% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $20,000 | $20k | 6% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 6 CY | $3,000 | $18k | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 27 CY | $500 | $14k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $13,000 | $13k | 4% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 28 CY | $400 | $11k | 4% |
| 203E10000 EXCAVATION | 486 CY | $23 | $11k | 4% |
| 203E20000 EMBANKMENT | 430 CY | $23 | $10k | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 3,036 LB | $1.9 | $6k | 2% |