Bel-US 250-04.49
Belmont County · est $0.4M
Bid dateThursday, June 16—
Belmont County · est $0.4M
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 · 21 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Litman Excavating INC | R4Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W18x76 STEEL BEAMS, FURNISHED | 1,085 FT | $79.78 | $77.00 | $71.65 | $85.00 | 27% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 713 FT | $53.62 | $38.00 | $59.86 | $40.00 | 12% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $26,927 | $45,000 | $15,794 | $49,500 | 8% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,200 SF | $22.28 | $22.00 | $25.24 |
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Litman Excavating INC | R4Shelly & Sands INC |
|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 200 FT | $3.25 | $3.00 | $1.75 | $2.00 |
| 203E20000 EMBANKMENT | 117 CY | $12.76 | $22.00 | $19.11 | $22.00 |
| 204E10000 SUBGRADE COMPACTION | 243 SY | $4.92 | $5.00 | $2.84 | $6.00 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 317 SY | $9.79 | $5.00 | $2.46 | $10.00 |
| 832E30000 EROSION CONTROL |
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 →
| $28.00 |
| 8% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 248 FT | $72.21 | $90.00 | $106 | $95.00 | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 56 CY | $315 | $240 | $436 | $395 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $12,771 | $15,000 | $5,000 | $10,000 | 4% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 444 CY | $26.51 | $51.00 | $40.17 | $30.00 | 4% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 75 SY | $147 | $165 | $160 | $215 | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 75 CY | $145 | $120 | $121 | $225 | 3% |
| 304E20000 AGGREGATE BASE | 113 CY | $90.58 | $100 | $98.14 | $95.00 | 3% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 7 CY | $1,312 | $400 | $2,160 | $275 | 3% |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 200 FT | $38.36 | $40.00 | $42.37 | $38.40 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/4" DEPTH) | 64 SY | $117 | $45.00 | $93.88 | $85.00 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 23 CY | $313 | $325 | $247 | $450 | 2% |
| 202E23000 PAVEMENT REMOVED | 212 SY | $30.07 | $49.00 | $13.92 | $40.00 | 2% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (11 CY | $420 | $350 | $613 | $555 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,547 | $1,000 | $3,000 | $5,500 | 1% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 10 CY | $441 | $400 | $746 | $675 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,189 | $4,500 | $3,000 | $3,500 | 1% |
| 1,000 EACH |
| $1.00 |
| $1.00 |
| $1.00 |
| $1.00 |
| 407E10000 TACK COAT | 41 GAL | $20.30 | $5.00 | $2.76 | $2.50 |
| 408E10001 PRIME COAT, AS PER PLAN | 17 GAL | $34.52 | $8.00 | $30.92 | $28.00 |
| 621E00100 RPM | 6 EACH | $450 | $450 | $497 | $450 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 6 EACH | $16.13 | $20.00 | $32.62 | $35.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 3 EACH | $15.00 | $15.00 | $13.25 | $10.00 |
| 646E10010 EDGE LINE, 6" | 0.08 MILE | $23,400 | $24,000 | $25,845 | $19,189 |
| 646E10200 CENTER LINE | 0.04 MILE | $43,651 | $44,000 | $48,211 | $23,796 |
| 614E12420 DETOUR SIGNING | 1 LS | $1,250 | $2,000 | $1,381 | $1,250 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.04 MILE | $16,025 | $16,100 | $17,699 | $16,025 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.08 MILE | $8,250 | $8,300 | $9,112 | $8,250 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 155 FT | $6.98 | $10.00 | $9.99 | $5.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 10 FT | $20.54 | $15.00 | $96.54 | $25.00 |
| 611E99711 PRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN | 1 EACH | $242 | $500 | $490 | $250 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $2,559 | $6,000 | $8,283 | $3,855 |
| 619E16000 FIELD OFFICE, TYPE A | 2 MNTH | $500 | $950 | $1,000 | $4,300 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $3,789 | $1,000 | $3,200 | $2,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W18x76 STEEL BEAMS, FURNISHED | 1,085 FT | $79.78 | $87k | 25% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 713 FT | $53.62 | $38k | 11% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $26,927 | $27k | 8% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 1,200 SF | $22.28 | $27k | 8% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 248 FT | $72.21 | $18k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 56 CY | $315.23 | $18k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $12,771 | $13k | 4% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 444 CY | $26.51 | $12k | 3% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 75 SY | $147.31 | $11k | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 75 CY | $144.95 | $11k | 3% |