Bel-US 250-06.45
Belmont County · est $0.5M
Bid dateThursday, April 27—
Belmont County · est $0.5M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 35 more items below.
| Item | Quantity | R1Dennison Bridge INC | R2Ohio-west Virginia Excavating CO | R3Litman Excavating INC | R4Alan Stone CO INC | R5Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00201 STEEL PILES HP12X53, FURNISHED, AS PER PLAN | 1,590 FT | $41.00 | $42.00 | $41.32 | $40.00 | $42.00 | 16% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 921 FT | $50.00 | $35.00 | $56.71 | $40.00 | $55.00 | 12% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,976 SF | $21.00 | $24.00 | $26.78 | $25.00 | $30.00 | 10% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 120 CY | $290 | $225 | $352 | $275 | $340 | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,000 | $23,500 | $16,167 | $55,000 | $41,000 | 8% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER |
| Item | Quantity | R1Dennison Bridge INC | R2Ohio-west Virginia Excavating CO | R3Litman Excavating INC | R4Alan Stone CO INC | R5Shelly & Sands INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $100 | $2,500 | $3,327 | $5,000 | $1,750 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 325 FT | $3.00 | $4.50 | $2.31 | $3.00 | $2.00 |
| 203E10000 EXCAVATION | 26 CY | $25.00 | $23.00 | $13.32 | $50.00 | $65.00 |
| 203E20000 EMBANKMENT | 173 CY | $25.00 | $8.00 |
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 →
| 424 FT |
| $70.00 |
| $75.00 |
| $108 |
| $55.00 |
| $80.00 |
| 7% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 713 CY | $35.00 | $72.00 | $11.43 | $40.00 | $28.00 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $17,000 | $10,000 | $23,750 | $20,000 | 5% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 39 CY | $400 | $325 | $479 | $400 | $450 | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 127 CY | $100 | $90.00 | $181 | $80.00 | $175 | 3% |
| 304E20000 AGGREGATE BASE | 94 CY | $120 | $125 | $93.03 | $90.00 | $110 | 3% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 33 CY | $335 | $340 | $577 | $550 | $625 | 3% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 262.5 FT | $42.00 | $39.00 | $42.50 | $36.80 | $36.80 | 3% |
| 202E23000 PAVEMENT REMOVED | 433 SY | $25.00 | $18.00 | $9.60 | $15.00 | $17.00 | 3% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (25 CY | $315 | $280 | $364 | $550 | $500 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,000 | $6,500 | $7,044 | $6,000 | $3,700 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1-1/4") | 433 SY | $13.00 | $9.00 | $17.32 | $20.00 | $29.00 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 280 FT | $18.00 | $24.00 | $31.27 | $21.00 | $40.00 | 1% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,500 | $2,600 | $3,095 | $2,680 | $2,300 | 1% |
| 646E10200 CENTER LINE | 0.12 MILE | $41,000 | $28,000 | $32,334 | $28,000 | $28,000 | 1% |
| $15.15 |
| $10.00 |
| $17.00 |
| 204E10000 SUBGRADE COMPACTION | 566 SY | $2.50 | $2.50 | $3.79 | $3.00 | $5.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 62.5 FT | $30.00 | $35.00 | $30.49 | $26.40 | $26.40 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $100 | $225 | $115 | $100 | $150 |
| 659E00300 TOPSOIL | 94 CY | $28.00 | $40.00 | $21.80 | $25.00 | $30.00 |
| 659E10000 SEEDING AND MULCHING | 849 SY | $4.00 | $5.00 | $5.20 | $4.00 | $3.70 |
| 659E14000 REPAIR SEEDING AND MULCHING | 43 SY | $4.00 | $9.00 | $1.15 | $3.00 | $3.70 |
| 659E20000 COMMERCIAL FERTILIZER | 0.12 TON | $1,000 | $1,400 | $693 | $1,000 | $1,400 |
| 659E31000 LIME | 0.18 ACRE | $100 | $250 | $28.89 | $700 | $100 |
| 659E35000 WATER | 5 MGAL | $1.00 | $2.00 | $1.15 | $100 | $1.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 407E20000 NON-TRACKING TACK COAT | 123 GAL | $4.00 | $5.00 | $4.62 | $4.00 | $3.50 |
| 621E00100 RPM | 16 EACH | $210 | $175 | $202 | $175 | $175 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 16 EACH | $20.00 | $60.00 | $23.10 | $10.00 | $15.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 7 EACH | $10.00 | $10.00 | $46.19 | $10.00 | $10.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 15 FT | $25.00 | $25.00 | $17.32 | $25.00 | $25.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $100 | $500 | $98.16 | $85.00 | $85.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $25.00 | $150 | $17.32 | $15.00 | $15.00 |
| 646E10010 EDGE LINE, 6" | 0.12 MILE | $38,000 | $20,000 | $22,888 | $19,820 | $19,820 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 7 EACH | $25.00 | $10.00 | $30.02 | $40.00 | $12.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 7 EACH | $35.00 | $45.00 | $34.64 | $44.00 | $15.00 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.12 MILE | $6,500 | $6,300 | $7,217 | $6,250 | $6,250 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.17 MILE | $13,000 | $12,300 | $14,146 | $12,250 | $12,250 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.12 MILE | $6,700 | $6,400 | $7,391 | $6,400 | $6,400 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 24 FT | $20.00 | $14.00 | $16.17 | $14.00 | $14.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $3,000 | $2,000 | $3,583 | $6,000 | $6,500 |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 48 SY | $75.00 | $215 | $137 | $125 | $90.00 |
| 616E10000 WATER | 5 MGAL | $10.00 | $2.00 | $1.15 | $1.00 | $30.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 262 FT | $10.00 | $8.00 | $13.33 | $12.00 | $5.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 9 FT | $20.00 | $25.00 | $16.80 | $30.00 | $35.00 |
| 611E99711 PRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN | 1 EACH | $400 | $500 | $318 | $300 | $300 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,500 | $1,000 | $1,500 | $8,000 | $6,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00201 STEEL PILES HP12X53, FURNISHED, AS PER PLAN | 1,590 FT | $41 | $65k | 15% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 921 FT | $50 | $46k | 10% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,976 SF | $21 | $41k | 9% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 120 CY | $290 | $35k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,000 | $30k | 7% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 424 FT | $70 | $30k | 7% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 713 CY | $35 | $25k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 5% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 39 CY | $400 | $16k | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 127 CY | $100 | $13k | 3% |