Moe-SR 537-00.32
Monroe County · est $1.6M
Bid dateThursday, February 13—
Monroe County · est $1.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 47 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3Ohio-west Virginia Excavating CO | % of bid |
|---|---|---|---|---|---|
| 601E26001 DUMPED ROCK FILL, TYPE B, AS PER PLAN | 3,348 CY | $110 | $132 | $134 | 25% |
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W21X101 | 3,001 FT | $95.00 | $88.25 | $135 | 19% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 2,431 FT | $100 | $92.00 | $120 | 17% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 970 FT | $105 | $110 | $230 | 7% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 2,977 SF | $20.00 | $30.00 | $40.00 | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $55,000 | $5,000 | $5,000 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS |
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3Ohio-west Virginia Excavating CO |
|---|---|---|---|---|
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 69 SY | $70.00 | $30.00 | $70.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 120 FT | $30.00 | $50.00 | $70.00 |
| 202E38000 GUARDRAIL REMOVED | 900 FT | $2.50 | $2.00 | $4.00 |
| 202E98100 REMOVAL MISC.:PILE EXTRACTION | 27 EACH | $170 | $250 | $340 |
| 203E20000 EMBANKMENT | 782 CY | $15.00 | $20.00 | $60.00 |
| 203E35121 GRANULAR MATERIAL, TYPE C, AS PER PLAN, (703.16) |
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 →
| $41,000 |
| $16,000 |
| $85,000 |
| 3% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 210 CY | $161 | $165 | $112 | 2% |
| 617E10100 COMPACTED AGGREGATE | 239 CY | $140 | $120 | $130 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 113 CY | $290 | $310 | $310 | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 80 CY | $330 | $261 | $265 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $50,000 | $65,000 | 2% |
| 304E20000 AGGREGATE BASE | 184 CY | $130 | $115 | $160 | 2% |
| 611E05700 15" CONDUIT, TYPE A | 131 FT | $180 | $195 | $140 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 890 FT | $25.00 | $27.00 | $30.00 | 2% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 42 CY | $510 | $500 | $475 | 1% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 850 FT | $25.00 | $22.00 | $25.00 | 1% |
| 623E40500 REFERENCE MONUMENT, TYPE A | 19 EACH | $1,100 | $1,200 | $300 | 1% |
| 203E10000 EXCAVATION | 429 CY | $45.00 | $60.00 | $28.00 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $14,000 | $18,000 | $10,000 | 1% |
| 120 CY |
| $100 |
| $160 |
| $230 |
| 204E10000 SUBGRADE COMPACTION | 684 SY | $4.50 | $6.00 | $5.00 |
| 209E10000 DITCH CLEANOUT | 762 FT | $8.50 | $3.25 | $4.00 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN VA | 34 SY | $220 | $61.00 | $65.00 |
| 606E20050 ROUNDED END SECTION | 1 EACH | $80.00 | $50.00 | $75.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $2,100 | $1,720 | $2,000 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,300 | $1,430 | $1,200 |
| 659E10000 SEEDING AND MULCHING | 2,278 SY | $1.50 | $1.65 | $5.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.31 TON | $610 | $1,222 | $1,600 |
| 659E31000 LIME | 0.47 ACRE | $880 | $150 | $300 |
| 659E35000 WATER | 6.15 MGAL | $110 | $1.00 | $2.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 2 CY | $6,800 | $1,900 | $2,700 |
| 605E31100 AGGREGATE DRAINS | 53 FT | $40.00 | $20.00 | $50.00 |
| 611E05701 15" CONDUIT, TYPE A, AS PER PLAN(A) | 10 FT | $450 | $250 | $270 |
| 611E05701 15" CONDUIT, TYPE A, AS PER PLAN(B) | 11 FT | $110 | $150 | $255 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 58 CY | $80.00 | $125 | $275 |
| 407E20000 NON-TRACKING TACK COAT | 147 GAL | $6.00 | $3.20 | $5.00 |
| 408E10000 PRIME COAT | 143 GAL | $15.00 | $10.00 | $5.00 |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (27 CY | $400 | $285 | $290 |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (14 CY | $480 | $361 | $365 |
| 621E00100 RPM | 20 EACH | $160 | $150 | $150 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 20 EACH | $20.00 | $13.00 | $20.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2(BIDIRECTIONAL) | 18 EACH | $10.00 | $16.00 | $10.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $250 | $225 | $100 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.32 MILE | $2,700 | $2,425 | $2,500 |
| 642E00300 CENTER LINE, TYPE 1 | 0.31 MILE | $3,000 | $2,750 | $2,800 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $3,800 | $3,120 | $3,000 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $3,700 | $15,000 | $2,500 |
| 614E13310 BARRIER REFLECTOR, TYPE 1(BIDIRECTIONAL) | 18 EACH | $35.00 | $10.00 | $30.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 18 EACH | $35.00 | $15.00 | $35.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.34 MILE | $3,200 | $2,950 | $11,000 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 20 FT | $15.00 | $14.00 | $15.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $9,500 | $10,000 | $5,000 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 96 SY | $140 | $137 | $220 |
| 616E10000 WATER | 67.7 MGAL | $0.05 | $40.00 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $1.00 | $1,500 | $20,000 |
| 503E31100 ROCK EXCAVATION | 3 CY | $610 | $700 | $1,800 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 541 FT | $10.00 | $4.00 | $10.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 9 FT | $55.00 | $65.00 | $30.00 |
| 524E95000 DRILLED SHAFTS, MISC.:EXTENSION | 17 FT | $100 | $50.00 | $200 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,000 | $10,900 | $26,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 601E26001 DUMPED ROCK FILL, TYPE B, AS PER PLAN | 3,348 CY | $110 | $368k | 22% |
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W21X101 | 3,001 FT | $95 | $285k | 17% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 2,431 FT | $100 | $243k | 15% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 970 FT | $105 | $102k | 6% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 2,977 SF | $20 | $60k | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $55,000 | $55k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $41,000 | $41k | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 210 CY | $161 | $34k | 2% |
| 617E10100 COMPACTED AGGREGATE | 239 CY | $140 | $33k | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 113 CY | $290 | $33k | 2% |