BEL-SR 147-02.84
BEL County · est $2.6M
Bid dateThursday, January 11—
BEL County · est $2.6M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 64 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Litman Excavating INC | R4Dennison Bridge INC | R5Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W21x93 STEEL BEAMS, FURNISHED | 7,010 FT | $70.00 | $71.00 | $79.79 | $75.00 | $68.00 | 28% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 615 CY | $360 | $210 | $238 | $245 | $275 | 13% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 3,592 FT | $55.00 | $38.00 | $67.75 | $80.00 | $81.00 | 11% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 2,520 FT | $55.00 | $83.00 | $76.32 | $95.00 | $80.00 | 8% |
| 530E50010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 4,080 SF | $22.00 | $23.50 | $20.51 | $25.00 | $27.00 | 5% |
| 503E21101 |
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Litman Excavating INC | R4Dennison Bridge INC | R5Shelly & Sands INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $15,000 | $10,000 | $10,975 | $5,000 | $8,500 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 137 FT | $15.00 | $15.00 | $22.20 | $30.00 | $4.00 |
| 202E38000 GUARDRAIL REMOVED | 811 FT | $2.00 | $6.00 | $2.31 | $2.00 | $2.00 |
| 202E98000 REMOVAL MISC.: PILING REMOVED | 1 LS |
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 →
| 1,314 CY |
| $60.00 |
| $50.00 |
| $30.82 |
| $40.00 |
| $30.00 |
| 4% |
| 202E23000 PAVEMENT REMOVED | 2,549 SY | $25.00 | $10.00 | $18.45 | $25.00 | $15.00 | 4% |
| 601E39501 PAVED GUTTER, TYPE 5, AS PER PLAN | 646 FT | $95.00 | $128 | $48.29 | $125 | $121 | 3% |
| 304E20000 AGGREGATE BASE | 571 CY | $100 | $100 | $87.58 | $120 | $105 | 3% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 497 SY | $100 | $104 | $121 | $165 | $95.00 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $36,500 | $65,000 | $40,365 | $23,000 | $50,000 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 260 CY | $140 | $124 | $135 | $125 | $195 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,775 FT | $20.00 | $30.00 | $23.52 | $18.00 | $18.00 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 65 CY | $490 | $385 | $425 | $425 | $550 | 2% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 144 CY | $220 | $365 | $417 | $300 | $275 | 2% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (150 CY | $200 | $355 | $405 | $345 | $275 | 2% |
| 203E35110 GRANULAR MATERIAL, TYPE B | 298 CY | $95.00 | $78.00 | $97.26 | $75.00 | $95.00 | 2% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30" DIAMETER, UN | 552 FT | $50.00 | $95.00 | $84.87 | $80.00 | $98.00 | 2% |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 750 FT | $35.00 | $25.50 | $29.52 | $27.00 | $25.60 | 1% |
| 605E05100 4" SHALLOW PIPE UNDERDRAINS | 1,229 FT | $20.00 | $22.00 | $7.51 | $23.00 | $20.00 | 1% |
| $4,800 |
| $4,000 |
| $6,173 |
| $5,000 |
| $3,000 |
| 203E10000 EXCAVATION | 440 CY | $35.00 | $20.00 | $47.48 | $25.00 | $28.00 |
| 203E20000 EMBANKMENT | 969 CY | $20.00 | $5.00 | $27.63 | $20.00 | $18.00 |
| 204E10000 SUBGRADE COMPACTION | 3,829 SY | $4.50 | $2.50 | $4.53 | $3.00 | $5.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 573 CY | $25.00 | $20.00 | $43.77 | $25.00 | $30.00 |
| 204E45000 PROOF ROLLING | 2 HOUR | $220 | $180 | $173 | $100 | $250 |
| 204E50000 GEOTEXTILE FABRIC | 892 SY | $3.00 | $1.50 | $3.85 | $3.00 | $0.70 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E MASH 2016 | 1 EACH | $2,600 | $2,500 | $3,022 | $2,700 | $2,620 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,200 | $1,400 | $1,545 | $1,400 | $1,340 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $130 | $500 | $286 | $300 | $248 |
| 690E65300 SPECIAL - GROUND WATER MONITORING WELL ABANDONMENT | 1 EACH | $4,000 | $2,000 | $3,460 | $5,000 | $2,000 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 23 CY | $250 | $185 | $402 | $150 | $250 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $140 | $250 | $115 | $100 | $200 |
| 659E00300 TOPSOIL | 48 CY | $45.00 | $60.00 | $38.85 | $45.00 | $85.00 |
| 659E10000 SEEDING AND MULCHING | 428 SY | $4.50 | $5.00 | $7.38 | $6.00 | $7.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 22 SY | $3.00 | $15.00 | $1.04 | $6.00 | $7.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.06 TON | $980 | $3,500 | $911 | $1,200 | $1,400 |
| 659E31000 LIME | 0.09 ACRE | $400 | $2,500 | $46.11 | $100 | $100 |
| 659E35000 WATER | 5 MGAL | $15.00 | $1.00 | $1.15 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 16,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.5 CY | $2,500 | $4,500 | $1,651 | $2,500 | $4,500 |
| 611E00100 4" CONDUIT, TYPE B | 27 FT | $25.00 | $40.00 | $25.09 | $20.00 | $85.00 |
| 611E00406 4" CONDUIT, TYPE F | 29 FT | $25.00 | $40.00 | $24.88 | $20.00 | $30.00 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 102 FT | $15.00 | $23.00 | $24.78 | $20.00 | $30.00 |
| 611E05700 15" CONDUIT, TYPE A706.02 | 47 FT | $130 | $220 | $96.50 | $225 | $250 |
| 611E10400 24" CONDUIT, TYPE B | 124 FT | $180 | $140 | $78.10 | $200 | $320 |
| 611E98150 CATCH BASIN, NO. 3 | 4 EACH | $3,700 | $3,300 | $2,964 | $7,000 | $6,750 |
| 611E99711 PRECAST REINFORCED CONCRETE OUTLET, AS PER PLAN | 6 EACH | $390 | $350 | $31.06 | $400 | $440 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 2,156 FT | $4.00 | $3.50 | $5.48 | $3.00 | $2.10 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/4") | 982 SY | $5.00 | $7.10 | $8.19 | $3.00 | $12.00 |
| 254E01600 PATCHING PLANED SURFACE | 98 SY | $7.50 | $8.00 | $8.94 | $16.00 | $45.00 |
| 407E10000 TACK COAT | 722 GAL | $4.50 | $4.00 | $4.27 | $4.00 | $3.50 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $480 | $365 | $417 | $675 | $400 |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 278 FT | $65.00 | $138 | $70.58 | $60.00 | $86.00 |
| 621E00100 RPM | 24 EACH | $230 | $125 | $170 | $150 | $125 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 24 EACH | $25.00 | $30.00 | $23.07 | $20.00 | $10.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 26 FT | $20.00 | $15.00 | $25.95 | $30.00 | $22.50 |
| 630E08600 SIGN POST REFLECTOR | 1 EACH | $40.00 | $35.00 | $51.90 | $50.00 | $45.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $90.00 | $60.00 | $63.43 | $75.00 | $55.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 2 EACH | $35.00 | $30.00 | $17.30 | $15.00 | $15.00 |
| 646E10010 EDGE LINE, 6" | 0.44 MILE | $7,700 | $9,200 | $10,581 | $8,000 | $6,000 |
| 646E10200 CENTER LINE | 0.22 MILE | $20,000 | $15,500 | $17,714 | $8,000 | $6,500 |
| 304E20000 AGGREGATE BASE | 28 CY | $100 | $158 | $86.92 | $120 | $135 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $80.00 | $85.00 | $51.90 | $60.00 | $92.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 1,775 FT | $3.50 | $1.90 | $2.13 | $1.50 | $0.65 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,400 | $2,700 | $2,606 | $2,300 | $2,260 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 15 EACH | $25.00 | $47.00 | $53.05 | $20.00 | $12.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 14 EACH | $25.00 | $49.00 | $55.36 | $25.00 | $15.00 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.2 MILE | $13,000 | $14,500 | $11,014 | $15,000 | $14,350 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.84 MILE | $9,400 | $9,600 | $11,014 | $10,000 | $9,550 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 24 FT | $10.00 | $15.00 | $16.15 | $10.00 | $14.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $13,000 | $5,000 | $14,416 | $7,500 | $25,000 |
| 616E10000 WATER | 5 MGAL | $1.00 | $10.00 | $1.15 | $1.00 | $35.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 432 FT | $3.50 | $5.00 | $9.01 | $12.00 | $5.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 12 FT | $25.00 | $15.00 | $11.72 | $25.00 | $40.00 |
| 530E50010 SPECIAL - RETAINING WALL, CAST-IN-PLACE CONCRETE L | 22 SF | $45.00 | $160 | $91.10 | $100 | $100 |
| 530E50010 SPECIAL - RETAINING WALL, CAST-IN-PLACE CONCRETE L | 26 SF | $40.00 | $150 | $77.08 | $100 | $90.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $30,000 | $29,063 | $25,000 | $14,300 |
| 619E16010 FIELD OFFICE, TYPE B | 8 MNTH | $2,000 | $1,200 | $1,153 | $2,500 | $4,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $10,000 | $5,766 | $12,000 | $22,500 |
| 624E10000 MOBILIZATION | 1 LS | $17,000 | $59,250 | $25,000 | $40,000 | $90,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.: W21x93 STEEL BEAMS, FURNISHED | 7,010 FT | $70 | $491k | 23% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 615 CY | $360 | $221k | 11% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 3,592 FT | $55 | $198k | 9% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 2,520 FT | $55 | $139k | 7% |
| 530E50010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 4,080 SF | $22 | $90k | 4% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1,314 CY | $60 | $79k | 4% |
| 202E23000 PAVEMENT REMOVED | 2,549 SY | $25 | $64k | 3% |
| 601E39501 PAVED GUTTER, TYPE 5, AS PER PLAN | 646 FT | $95 | $61k | 3% |
| 304E20000 AGGREGATE BASE | 571 CY | $100 | $57k | 3% |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 497 SY | $100 | $50k | 2% |