Bel-SR 147-35.76
Belmont County · est $0.4M
Bid dateThursday, May 17—
Belmont County · est $0.4M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 32 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Alan Stone CO INC | R4Bbr Drilling Company INC | % of bid |
|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W18X76 | 1,235 FT | $46.25 | $45.00 | $48.00 | $60.00 | 18% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 320 FT | $100 | $111 | $93.00 | $250 | 10% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 316 CY | $101 | $150 | $92.00 | $20.00 | 10% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 424 FT | $56.00 | $85.00 | $62.00 | $160 | 8% |
| 511E81300 CONCRETE, MISC.:8"X24"X57" PRECAST CONCRETE LAGGIN | 134 EACH | $165 | $370 | $184 | $240 | 7% |
| 611E05900 15" CONDUIT, TYPE B | 259 FT | $85.00 | $100 | $181 | $70.00 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Shelly & Sands INC | R3Alan Stone CO INC | R4Bbr Drilling Company INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,500 | $7,000 | $9,673 | $1,000 |
| 202E32000 CURB REMOVED | 289 FT | $12.00 | $3.50 | $21.00 | $10.00 |
| 202E38000 GUARDRAIL REMOVED | 105 FT | $5.00 | $5.00 | $5.50 | $2.00 |
| 203E10000 EXCAVATION | 70 CY | $27.00 | $22.00 | $28.00 | $20.00 |
| 203E20000 EMBANKMENT |
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 →
| 7% |
| 609E26000 CURB, TYPE 6 | 435 FT | $32.00 | $37.50 | $35.00 | $15.00 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 72 CY | $190 | $191 | $252 | $250 | 4% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 412.5 FT | $30.00 | $27.50 | $29.00 | $25.00 | 4% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 40 CY | $260 | $329 | $405 | $350 | 3% |
| 611E04400 12" CONDUIT, TYPE B | 104 FT | $90.00 | $55.00 | $108 | $50.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $9,100 | $12,000 | $46,963 | $33,000 | 3% |
| 304E20000 AGGREGATE BASE | 84 CY | $100 | $90.00 | $104 | $70.00 | 3% |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $8,000 | $10,250 | $13,172 | $2,500 | 3% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (25 CY | $315 | $251 | $300 | $350 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5" DEPTH) | 594 SY | $13.00 | $11.00 | $9.50 | $20.00 | 2% |
| 611E98180 CATCH BASIN, NO. 3A | 4 EACH | $1,850 | $3,100 | $2,636 | $1,000 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5" DEPTH) | 350 SY | $19.00 | $17.00 | $15.00 | $20.00 | 2% |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 402 SY | $15.00 | $15.00 | $17.00 | $37.00 | 2% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 15 CY | $400 | $500 | $420 | $350 | 2% |
| 77 CY |
| $12.00 |
| $15.00 |
| $17.00 |
| $75.00 |
| 204E10000 SUBGRADE COMPACTION | 508 SY | $4.50 | $5.00 | $2.50 | $5.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $14.00 | $1,250 | $1,312 | $2,000 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 1 CY | $500 | $500 | $1,875 | $300 |
| 659E00300 TOPSOIL | 50 CY | $45.00 | $35.00 | $66.00 | $75.00 |
| 659E10000 SEEDING AND MULCHING | 450 SY | $5.00 | $3.45 | $4.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.06 TON | $1,600 | $675 | $2,772 | $1,000 |
| 659E31000 LIME | 0.09 ACRE | $2,750 | $155 | $736 | $1,000 |
| 659E35000 WATER | 1 MGAL | $50.00 | $1.00 | $37.00 | $100 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.27 CY | $3,200 | $2,100 | $2,609 | $1,000 |
| 611E06100 15" CONDUIT, TYPE C | 14 FT | $120 | $100 | $201 | $70.00 |
| 407E10000 TACK COAT | 55 GAL | $2.00 | $2.00 | $2.50 | $7.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 9 EACH | $8.00 | $8.50 | $9.00 | $20.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.16 MILE | $4,000 | $3,800 | $3,989 | $10,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.08 MILE | $7,200 | $7,200 | $7,557 | $10,000 |
| 407E10000 TACK COAT | 18 GAL | $2.00 | $2.00 | $2.50 | $10.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,000 | $3,750 | $4,986 | $10,000 |
| 616E10000 WATER | 5 MGAL | $10.00 | $25.00 | $21.00 | $100 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.06 MILE | $9,200 | $9,100 | $9,552 | $14,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.03 MILE | $18,000 | $17,800 | $18,683 | $14,000 |
| 202E11305 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 50 SY | $95.00 | $12.00 | $58.00 | $25.00 |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 21 CY | $240 | $500 | $504 | $300 |
| 613E41201 LOW STRENGTH MORTAR BACKFILL, AS PER PLAN | 20 CY | $140 | $95.00 | $154 | $200 |
| 690E98600 SPECIAL - DRILLING THROUGH OBSTRUCTIONS | 10 HOUR | $390 | $775 | $968 | $750 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,500 | $3,625 | $2,500 | $2,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $4,200 | $2,000 | $17,389 | $42,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,000 | $6,550 | $7,872 | $3,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W18X76 | 1,235 FT | $46.25 | $57k | 15% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 320 FT | $100 | $32k | 9% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 316 CY | $101 | $32k | 9% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 424 FT | $56 | $24k | 6% |
| 511E81300 CONCRETE, MISC.:8"X24"X57" PRECAST CONCRETE LAGGIN | 134 EACH | $165 | $22k | 6% |
| 611E05900 15" CONDUIT, TYPE B | 259 FT | $85 | $22k | 6% |
| 609E26000 CURB, TYPE 6 | 435 FT | $32 | $14k | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 72 CY | $190 | $14k | 4% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 412.5 FT | $30 | $12k | 3% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 40 CY | $260 | $10k | 3% |