Meg-SR 143-09.20
Meigs County · est $1.1M
Bid dateThursday, May 26—
Meigs County · est $1.1M
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 · 37 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3D G M INC | R4Ohio-west Virginia Excavating CO | % of bid |
|---|---|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W27X146 | 2,050 FT | $177 | $181 | $182 | $201 | 45% |
| 524E94805 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK, AS PER | 795 FT | $104 | $109 | $108 | $220 | 10% |
| 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 812 FT | $98.00 | $85.00 | $105 | $120 | 10% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 797 FT | $70.00 | $75.00 | $89.00 | $110 |
| Item | Quantity | R1Alan Stone CO INC | R2Shelly & Sands INC | R3D G M INC | R4Ohio-west Virginia Excavating CO |
|---|---|---|---|---|---|
| 202E35100 PIPE REMOVED, 24" AND UNDER | 52 FT | $11.00 | $20.00 | $20.00 | $50.00 |
| 203E10000 EXCAVATION | 152 CY | $28.50 | $20.00 | $15.00 | $35.00 |
| 203E20000 EMBANKMENT | 314 CY | $7.50 | $6.00 | $12.00 | $35.00 |
| 204E10000 SUBGRADE COMPACTION | 218 SY | $2.50 | $6.00 | $6.00 | $8.00 |
| 209E10000 DITCH CLEANOUT | 324 FT | $6.00 |
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 →
| 7% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 2,233 SF | $18.00 | $30.00 | $27.00 | $32.00 | 5% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 70 CY | $364 | $385 | $400 | $385 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $13,300 | $28,500 | $40,000 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 37 CY | $532 | $380 | $390 | $380 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 252 CY | $73.00 | $120 | $80.00 | $90.00 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 620 FT | $21.00 | $18.00 | $20.00 | $38.00 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,900 | $2,350 | $2,000 | $3,000 | 1% |
| 624E10000 MOBILIZATION | 1 LS | $11,000 | $20,000 | $20,000 | $70,000 | 1% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 23 CY | $461 | $300 | $325 | $500 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $9,500 | $3,000 | $18,500 | $6,500 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 287.5 FT | $31.50 | $28.00 | $24.00 | $23.50 | 1% |
| 611E07200 18" CONDUIT, TYPE A | 43 FT | $200 | $270 | $125 | $130 | 1% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 121 SY | $68.00 | $95.00 | $90.00 | $160 | 1% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 155 SY | $45.00 | $45.00 | $17.00 | $50.00 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E MASH 2016 | 2 EACH | $3,400 | $2,850 | $2,500 | $2,400 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,500 | $9,000 | $6,000 | $10,000 | 1% |
| $7.00 |
| $5.00 |
| $8.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 150 FT | $34.00 | $28.50 | $26.00 | $25.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 3 CY | $591 | $175 | $150 | $650 |
| 659E10000 SEEDING AND MULCHING | 1,572 SY | $2.50 | $2.30 | $2.00 | $3.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.21 TON | $1,100 | $950 | $1,000 | $1,500 |
| 659E31000 LIME | 0.33 ACRE | $180 | $150 | $80.00 | $225 |
| 659E35000 WATER | 4.24 MGAL | $0.01 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.33 CY | $490 | $3,000 | $2,000 | $5,500 |
| 605E31100 AGGREGATE DRAINS | 44 FT | $29.50 | $20.00 | $25.00 | $52.00 |
| 611E05701 15" CONDUIT, TYPE A, AS PER PLAN | 40 FT | $20.00 | $105 | $60.00 | $125 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $305 | $225 | $300 | $280 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 27 CY | $109 | $96.00 | $115 | $210 |
| 304E20000 AGGREGATE BASE | 40 CY | $87.50 | $95.00 | $90.00 | $80.00 |
| 407E20000 NON-TRACKING TACK COAT | 106 GAL | $15.00 | $3.30 | $3.30 | $3.50 |
| 408E10000 PRIME COAT | 103 GAL | $17.50 | $4.00 | $4.00 | $4.00 |
| 617E10100 COMPACTED AGGREGATE | 22 CY | $137 | $105 | $120 | $165 |
| 621E00100 RPM | 15 EACH | $239 | $200 | $200 | $200 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 15 EACH | $6.50 | $15.00 | $1.00 | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2(BIDIRECTIONAL) | 9 EACH | $12.00 | $10.00 | $15.00 | $10.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.22 MILE | $4,400 | $3,650 | $4,000 | $3,700 |
| 642E00300 CENTER LINE, TYPE 1 | 0.11 MILE | $8,100 | $6,750 | $7,000 | $6,800 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $4,000 | $18,000 | $2,000 | $3,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1(BIDIRECTIONAL) | 13 EACH | $57.50 | $6.00 | $25.00 | $50.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 13 EACH | $62.00 | $12.00 | $25.00 | $52.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.18 MILE | $9,400 | $7,850 | $10,000 | $8,000 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 20 FT | $14.50 | $12.00 | $15.00 | $12.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $5,100 | $9,800 | $2,000 | $1,500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $100 | $400 | $3,000 | $20,000 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 297 FT | $6.00 | $5.00 | $15.00 | $10.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 27 FT | $9.50 | $30.00 | $20.00 | $35.00 |
| 524E95000 DRILLED SHAFTS, MISC.:EXTENSION | 5.5 FT | $66.00 | $50.00 | $80.00 | $200 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,000 | $6,050 | $24,000 | $13,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES, W27X146 | 2,050 FT | $177 | $363k | 41% |
| 524E94805 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK, AS PER | 795 FT | $104 | $83k | 9% |
| 524E94803 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK, AS PE | 812 FT | $98 | $80k | 9% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 797 FT | $70 | $56k | 6% |
| 530E51010 SPECIAL - RETAINING WALL, PRECAST CONCRETE LAGGING | 2,233 SF | $18 | $40k | 5% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 70 CY | $364 | $25k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $25k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 37 CY | $532 | $20k | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 252 CY | $73 | $18k | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 620 FT | $21 | $13k | 1% |