Moe-SR 536-07.01
Monroe County · est $0.9M
Bid dateThursday, June 21—
Monroe County · est $0.9M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 36 more items below.
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Shelly & Sands INC | R4Suburban Maintenance & Construction | R5Bbr Drilling Company INC | R6Brayman Construction Corporation | % of bid |
|---|---|---|---|---|---|---|---|---|
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 2,581 FT | $68.00 | $75.50 | $95.00 | $75.00 | $120 | $115 | 23% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, HP14x73 | 2,936 FT | $42.00 | $42.00 | $42.00 | $45.00 | $50.00 | $40.00 | 16% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 990 FT | $80.00 |
| Item | Quantity | R1Ohio-west Virginia Excavating CO | R2Alan Stone CO INC | R3Shelly & Sands INC | R4Suburban Maintenance & Construction | R5Bbr Drilling Company INC | R6Brayman Construction Corporation |
|---|---|---|---|---|---|---|---|
| 202E23010 PAVEMENT REMOVED, ASPHALT | 334 SY | $17.00 | $11.00 | $13.00 | $5.00 | $44.00 | $42.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 31 FT | $40.00 | $103 | $6.00 | $22.00 | $8.00 | $67.00 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 275 FT | $2.00 | $5.50 | $1.80 |
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 →
| $91.00 |
| $119 |
| $165 |
| $150 |
| $275 |
| 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $76,000 | $45,000 | $25,121 | $65,000 | $30,000 | $72,000 | 10% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 281 EACH | $225 | $211 | $263 | $275 | $225 | $380 | 8% |
| 601E39500 PAVED GUTTER, TYPE 5 | 691 FT | $58.00 | $51.00 | $50.00 | $45.00 | $45.00 | $50.00 | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 119 CY | $300 | $263 | $275 | $250 | $255 | $250 | 5% |
| 622E41000 PORTABLE BARRIER, 32" | 2,850 FT | $8.00 | $13.50 | $14.00 | $15.00 | $40.00 | $15.00 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 63 CY | $325 | $289 | $315 | $275 | $280 | $275 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $53,000 | $20,000 | $89,000 | $35,000 | $40,000 | 3% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 37 CY | $475 | $500 | $450 | $350 | $300 | $2,200 | 2% |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 662.5 FT | $26.00 | $26.00 | $24.80 | $25.00 | $37.00 | $25.00 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 161 CY | $105 | $160 | $325 | $65.00 | $80.00 | $190 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,000 | $5,500 | $6,750 | $25,000 | $1,500 | $10,500 | 2% |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 6 EACH | $1,800 | $2,200 | $2,045 | $2,200 | $4,500 | $2,050 | 1% |
| 304E20000 AGGREGATE BASE | 125 CY | $85.00 | $88.00 | $85.00 | $65.00 | $75.00 | $195 | 1% |
| 203E10000 EXCAVATION | 423 CY | $25.00 | $29.00 | $21.00 | $15.00 | $20.00 | $36.00 | 1% |
| 659E10000 SEEDING AND MULCHING | 4,000 SY | $2.50 | $1.25 | $2.35 | $2.50 | $2.00 | $1.50 | 1% |
| 607E15000 FENCE, TYPE 47 | 543 FT | $15.00 | $18.50 | $14.50 | $15.00 | $15.00 | $14.00 | 1% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $6,500 | $7,000 | $25,000 | $30,000 | $8,000 | $10,000 | 1% |
| $2.00 |
| $2.00 |
| $2.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $300 | $127 | $245 | $250 | $3,000 | $245 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 1 EACH | $200 | $250 | $170 | $250 | $3,000 | $170 |
| 202E42600 ANCHOR ASSEMBLY REMOVED FOR REUSE, TYPE A | 1 EACH | $300 | $859 | $265 | $300 | $2,500 | $265 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $500 | $430 | $450 | $500 | $200 | $2,100 |
| 202E98100 REMOVAL MISC.: PILE EXTRACTION | 7 EACH | $350 | $430 | $550 | $1,000 | $100 | $765 |
| 203E20000 EMBANKMENT | 171 CY | $16.00 | $17.00 | $13.00 | $15.00 | $75.00 | $140 |
| 204E10000 SUBGRADE COMPACTION | 417 SY | $5.00 | $2.50 | $4.50 | $5.00 | $8.00 | $3.00 |
| 606E16750 GUARDRAIL REBUILT, TYPE MGS HALF POST SPACING | 275 FT | $23.00 | $22.50 | $21.60 | $22.00 | $37.00 | $20.00 |
| 606E27810 ANCHOR ASSEMBLY REBUILT, MGS TYPE A | 1 EACH | $950 | $919 | $875 | $900 | $2,500 | $875 |
| 601E34400 ROCK CHANNEL PROTECTION, WITH GROUT, TYPE B WITH A | 9 CY | $165 | $344 | $325 | $250 | $300 | $325 |
| 659E20000 COMMERCIAL FERTILIZER | 0.38 TON | $600 | $2,772 | $550 | $500 | $1,500 | $625 |
| 659E31000 LIME | 0.84 ACRE | $110 | $735 | $100 | $100 | $1,500 | $100 |
| 659E35000 WATER | 22 MGAL | $1.10 | $3.00 | $1.00 | $1.00 | $10.00 | $1.00 |
| 832E30000 EROSION CONTROL | 6,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $4,000 | $859 | $3,100 | $50,000 | $20,000 | $1,100 |
| 611E07200 18" CONDUIT, TYPE A | 35 FT | $72.00 | $156 | $150 | $200 | $70.00 | $300 |
| 611E98511 CATCH BASIN, NO. 2-3, AS PER PLAN | 2 EACH | $2,400 | $2,481 | $4,000 | $500 | $2,000 | $6,100 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 3 EACH | $200 | $340 | $250 | $250 | $400 | $1,500 |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 31 CY | $170 | $126 | $85.00 | $120 | $300 | $96.00 |
| 407E20000 NON-TRACKING TACK COAT | 239 GAL | $4.25 | $2.50 | $4.00 | $2.00 | $7.00 | $2.00 |
| 408E10000 PRIME COAT | 39 GAL | $38.00 | $3.50 | $35.00 | $3.00 | $8.00 | $3.00 |
| 617E10100 COMPACTED AGGREGATE | 5 CY | $125 | $246 | $125 | $210 | $80.00 | $480 |
| 614E13360 OBJECT MARKER, TWO WAY | 15 EACH | $22.00 | $35.00 | $15.00 | $50.00 | $25.00 | $32.00 |
| 621E00100 RPM | 27 EACH | $150 | $174 | $145 | $150 | $150 | $200 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 27 EACH | $8.00 | $12.00 | $7.00 | $25.00 | $40.00 | $8.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 15 EACH | $35.00 | $7.50 | $7.00 | $8.00 | $20.00 | $32.00 |
| 642E00094 EDGE LINE, 6" | 0.41 MILE | $2,300 | $2,310 | $2,200 | $10,000 | $2,000 | $2,200 |
| 642E00290 CENTER LINE | 0.21 MILE | $3,800 | $3,963 | $3,775 | $10,000 | $2,500 | $3,775 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 553 FT | $9.00 | $8.50 | $5.00 | $5.00 | $4.00 | $2.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 25 FT | $9.00 | $25.00 | $30.00 | $5.00 | $4.00 | $4.00 |
| 524E95000 DRILLED SHAFTS, MISC.: EXTENSION | 36 FT | $125 | $67.00 | $150 | $225 | $150 | $27.00 |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 1 EACH | $2,200 | $1,254 | $550 | $1,500 | $1,200 | $2,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,500 | $13,000 | $13,000 | $25,000 | $4,000 | $74,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 2,581 FT | $68 | $176k | 21% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, HP14x73 | 2,936 FT | $42 | $123k | 15% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 990 FT | $80 | $79k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $76,000 | $76k | 9% |
| 530E00400 SPECIAL - STRUCTURES: PRECAST CONCRETE LAGGING NO. | 281 EACH | $225 | $63k | 7% |
| 601E39500 PAVED GUTTER, TYPE 5 | 691 FT | $58 | $40k | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 119 CY | $300 | $36k | 4% |
| 622E41000 PORTABLE BARRIER, 32" | 2,850 FT | $8 | $23k | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 63 CY | $325 | $20k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 2% |