Bel-SR 26-00.35 & Var.
Belmont County · est $0.9M
Bid dateThursday, March 12—
Belmont County · est $0.9M
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 · 49 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Litman Excavating INC | R3Alan Stone CO INC | R4Dennison Bridge INC | R5Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W18x76 STEEL BEAMS, FURNISHED | 1,930 FT | $45.00 | $55.00 | $37.00 | $41.00 | $40.00 | 16% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 620 FT | $90.00 | $78.00 | $89.00 | $105 | $105 | 10% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 865 FT | $45.00 | $62.00 | $64.00 | $75.00 | $85.00 | 7% |
| 503E21101 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Litman Excavating INC | R3Alan Stone CO INC | R4Dennison Bridge INC | R5Shelly & Sands INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $11,000 | $3,000 | $6,800 | $2,000 | $9,500 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 780 SY | $13.50 | $5.00 | $24.00 | $18.00 | $20.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 82 FT | $42.00 | $5.00 | $21.00 | $20.00 | $6.00 |
| 202E38000 GUARDRAIL REMOVED | 499 FT | $5.00 |
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 →
| 1,052 CY |
| $34.00 |
| $32.00 |
| $25.00 |
| $50.00 |
| $15.00 |
| 6% |
| 511E81300 CONCRETE, MISC.: 8" x 24" x 69" PRECAST CONCRETE L | 180 EACH | $190 | $200 | $160 | $300 | $335 | 6% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 378 SY | $78.00 | $95.00 | $80.00 | $125 | $80.00 | 5% |
| 507E00201 STEEL PILES HP12X53, FURNISHED, AS PER PLAN (WEATH | 795 FT | $32.00 | $32.00 | $30.00 | $32.00 | $37.00 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $19,723 | $40,700 | $40,000 | $32,250 | 4% |
| 511E81300 CONCRETE, MISC.: 8" x 24" x 57" PRECAST CONCRETE L | 150 EACH | $165 | $395 | $160 | $260 | $300 | 4% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 237 CY | $97.00 | $80.00 | $150 | $130 | $150 | 4% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 83 CY | $266 | $350 | $330 | $400 | $400 | 4% |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 47 CY | $450 | $350 | $510 | $500 | $478 | 4% |
| 304E20000 AGGREGATE BASE | 240 CY | $85.00 | $65.00 | $120 | $130 | $95.00 | 4% |
| 606E15151 GUARDRAIL, TYPE MGS HALF POST SPACING, AS PER PLAN | 775 FT | $26.00 | $27.00 | $26.00 | $26.00 | $30.00 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 126 CY | $155 | $242 | $350 | $350 | $328 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $18,500 | $8,000 | $70,000 | $55,000 | $40,000 | 3% |
| 524E94503 DRILLED SHAFTS, 24" DIAMETER, ABOVE BEDROCK, AS PE | 555 FT | $31.00 | $42.00 | $67.00 | $50.00 | $100 | 3% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (66 CY | $210 | $200 | $340 | $375 | $322 | 2% |
| 524E94505 DRILLED SHAFTS, 24" DIAMETER, INTO BEDROCK, AS PER | 102 FT | $135 | $55.00 | $130 | $70.00 | $135 | 2% |
| 622E41000 PORTABLE BARRIER, 32" | 500 FT | $27.00 | $50.00 | $23.00 | $18.00 | $23.00 | 2% |
| $5.75 |
| $5.00 |
| $2.00 |
| $5.00 |
| 202E75000 FENCE REMOVED | 604 FT | $4.00 | $4.00 | $2.00 | $3.00 | $3.00 |
| 202E98000 REMOVAL MISC.: PILING REMOVED | 1 LS | $7,300 | $5,000 | $4,200 | $2,500 | $13,500 |
| 203E10000 EXCAVATION | 102 CY | $37.00 | $10.00 | $31.00 | $25.00 | $22.00 |
| 203E20000 EMBANKMENT | 398 CY | $15.00 | $12.00 | $17.00 | $25.00 | $15.00 |
| 204E10000 SUBGRADE COMPACTION | 1,389 SY | $3.00 | $2.00 | $3.00 | $3.00 | $6.00 |
| 606E15201 GUARDRAIL, TYPE MGS HALF POST SPACING WITH LONG PO | 350 FT | $33.00 | $32.00 | $33.00 | $33.00 | $37.50 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 4 EACH | $1,200 | $1,200 | $1,300 | $1,250 | $1,500 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 2 CY | $260 | $120 | $830 | $250 | $425 |
| 659E00100 SOIL ANALYSIS TEST | 8 EACH | $268 | $100 | $310 | $50.00 | $88.00 |
| 659E00300 TOPSOIL | 122 CY | $41.00 | $30.00 | $56.00 | $25.00 | $30.00 |
| 659E10000 SEEDING AND MULCHING | 1,102 SY | $4.00 | $2.75 | $5.00 | $4.00 | $6.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 55 SY | $7.00 | $2.25 | $4.00 | $4.00 | $0.70 |
| 659E20000 COMMERCIAL FERTILIZER | 0.15 TON | $500 | $800 | $1,500 | $500 | $665 |
| 659E31000 LIME | 0.23 ACRE | $550 | $11.52 | $980 | $100 | $155 |
| 659E35000 WATER | 6 MGAL | $5.00 | $1.00 | $2.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 4,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E05700 15" CONDUIT, TYPE A | 34 FT | $97.00 | $168 | $240 | $200 | $225 |
| 611E07200 18" CONDUIT, TYPE A | 42 FT | $100 | $195 | $160 | $275 | $155 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 217 SY | $30.00 | $30.00 | $36.00 | $35.00 | $34.00 |
| 407E10000 TACK COAT | 149 GAL | $3.00 | $4.00 | $3.00 | $4.00 | $2.00 |
| 408E10001 PRIME COAT, AS PER PLAN | 18 GAL | $5.00 | $46.00 | $51.00 | $50.00 | $48.00 |
| 621E00100 RPM | 24 EACH | $107 | $314 | $105 | $200 | $100 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 24 EACH | $38.00 | $15.00 | $27.00 | $10.00 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 23 EACH | $16.00 | $12.00 | $7.00 | $10.00 | $8.50 |
| 646E10010 EDGE LINE, 6" | 0.18 MILE | $11,000 | $15,700 | $7,600 | $22,000 | $19,180 |
| 646E10200 CENTER LINE | 0.14 MILE | $11,500 | $4,500 | $12,900 | $22,000 | $19,320 |
| 614E12348 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) FOR 24 | 4 EACH | $3,000 | $2,500 | $2,100 | $2,000 | $2,200 |
| 614E12420 DETOUR SIGNING | 1 LS | $3,500 | $3,278 | $3,000 | $4,000 | $6,500 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 4 EACH | $1,600 | $6,000 | $7,500 | $1,000 | $3,500 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 25 CY | $350 | $200 | $360 | $150 | $160 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 BIDIRECTIONAL | 10 EACH | $40.00 | $22.00 | $42.00 | $10.00 | $8.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 10 EACH | $40.00 | $60.00 | $45.00 | $15.00 | $15.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.36 MILE | $12,000 | $13,743 | $12,600 | $13,000 | $11,950 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.32 MILE | $9,000 | $9,953 | $9,100 | $9,000 | $8,655 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 46 FT | $13.00 | $14.38 | $14.00 | $15.00 | $12.50 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $1,500 | $10,000 | $14,800 | $7,500 | $27,500 |
| 616E10000 WATER | 10 MGAL | $5.00 | $50.00 | $21.00 | $1.00 | $20.00 |
| 617E10100 COMPACTED AGGREGATE | 5 CY | $320 | $204 | $440 | $75.00 | $200 |
| 511E71100 CONCRETE, MISC.: CAST-IN-PLACE CONCRETE LAGGING | 2 CY | $2,500 | $4,000 | $2,100 | $1,500 | $3,800 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 562 FT | $4.00 | $8.00 | $10.00 | $5.00 | $4.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 28 FT | $6.00 | $16.00 | $23.00 | $10.00 | $30.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 7 EACH | $200 | $400 | $320 | $400 | $225 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $17,000 | $6,000 | $9,000 | $6,775 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $500 | $4,000 | $800 | $500 | $3,300 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,500 | $5,000 | $30,000 | $8,000 | $17,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W18x76 STEEL BEAMS, FURNISHED | 1,930 FT | $45 | $87k | 12% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 620 FT | $90 | $56k | 8% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 865 FT | $45 | $39k | 5% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1,052 CY | $34 | $36k | 5% |
| 511E81300 CONCRETE, MISC.: 8" x 24" x 69" PRECAST CONCRETE L | 180 EACH | $190 | $34k | 5% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 378 SY | $78 | $29k | 4% |
| 507E00201 STEEL PILES HP12X53, FURNISHED, AS PER PLAN (WEATH | 795 FT | $32 | $25k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $25k | 3% |
| 511E81300 CONCRETE, MISC.: 8" x 24" x 57" PRECAST CONCRETE L | 150 EACH | $165 | $25k | 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 237 CY | $97 | $23k | 3% |