Meg-SR 681-04.95/05.51
Meigs County · est $2.1M
Bid dateThursday, September 16—
Meigs County · est $2.1M
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 · 24 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Wolf Creek Contracting Company LLC | R4Shelly & Sands INC | R5George J Igel & CO INC | R6D G M INC | R7Kokosing Construction Company INC | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 6,931 FT | $62.50 | $62.50 | $61.25 | $70.00 | $67.50 | $86.00 | $75.00 | 24% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, W24x131 | 3,394 FT | $112 | $112 | $125 | $104 | $120 | $92.00 | $124 | 21% |
| Item | Quantity | R1Alan Stone CO INC | R2Ohio-west Virginia Excavating CO | R3Wolf Creek Contracting Company LLC | R4Shelly & Sands INC | R5George J Igel & CO INC | R6D G M INC | R7Kokosing Construction Company INC |
|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,000 | $5,500 | $30,883 | $5,000 | $10,000 | $18,000 | $15,000 |
| 203E10000 EXCAVATION | 315 CY | $23.00 | $31.00 | $6.00 | $6.00 | $34.00 | $15.00 | $120 |
| 203E20000 |
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 →
| 3,636 FT |
| $84.00 |
| $92.00 |
| $103 |
| $90.00 |
| $100 |
| $105 |
| $100 |
| 17% |
| 530E00400 SPECIAL - STRUCTURES, PRECAST CONCRETE LAGGING | 575 EACH | $258 | $260 | $150 | $350 | $195 | $250 | $200 | 8% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 1,406 FT | $67.00 | $106 | $84.19 | $100 | $120 | $89.00 | $90.00 | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 213 CY | $321 | $281 | $353 | $270 | $283 | $320 | $270 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 195 CY | $297 | $228 | $353 | $250 | $265 | $320 | $250 | 3% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $46,000 | $43,296 | $19,207 | $26,050 | $25,000 | $53,500 | $81,000 | 3% |
| 304E20000 AGGREGATE BASE | 611 CY | $69.00 | $57.00 | $50.00 | $65.00 | $70.00 | $70.00 | $80.00 | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 544 CY | $71.00 | $71.00 | $45.00 | $150 | $95.00 | $70.00 | $75.00 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $38,000 | $37,000 | $142,953 | $90,000 | $100,000 | $100,000 | $100,000 | 2% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 729 SY | $40.50 | $69.00 | $18.11 | $50.00 | $43.50 | $70.00 | $80.00 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 975 FT | $26.00 | $22.50 | $24.47 | $22.00 | $23.25 | $24.00 | $22.00 | 1% |
| 511E46511 CLASS QC1 CONCRETE, FOOTING, AS PER PLAN | 66 CY | $378 | $400 | $240 | $425 | $400 | $300 | $525 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,450 FT | $13.50 | $22.00 | $67.47 | $20.00 | $17.50 | $25.00 | $22.00 | 1% |
| 202E23000 PAVEMENT REMOVED | 1,111 SY | $14.25 | $26.00 | $13.66 | $18.00 | $23.00 | $10.00 | $25.00 | 1% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 2 EACH | $7,500 | $2,600 | $17,193 | $26,750 | $27,500 | $1,500 | $1,250 | 1% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $12,000 | $550 | $18,974 | $45,000 | $29,500 | $4,000 | $70,000 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 4 EACH | $2,900 | $2,350 | $3,318 | $2,400 | $2,450 | $2,200 | $2,100 | 1% |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 635 CY |
| $10.50 |
| $19.00 |
| $10.43 |
| $15.00 |
| $21.75 |
| $15.00 |
| $10.00 |
| 204E10000 SUBGRADE COMPACTION | 1,278 SY | $2.00 | $3.00 | $1.45 | $3.50 | $4.00 | $3.00 | $4.50 |
| 659E10000 SEEDING AND MULCHING | 2,000 SY | $2.00 | $3.50 | $1.82 | $1.50 | $1.50 | $2.50 | $1.43 |
| 659E20000 COMMERCIAL FERTILIZER | 0.28 TON | $763 | $650 | $824 | $645 | $665 | $650 | $645 |
| 659E31000 LIME | 0.41 ACRE | $181 | $100 | $100 | $155 | $158 | $80.00 | $155 |
| 659E35000 WATER | 11 MGAL | $1.00 | $10.00 | $1.18 | $1.00 | $1.00 | $1.00 | $1.00 |
| 407E20000 NON-TRACKING TACK COAT | 372 GAL | $3.50 | $6.00 | $5.88 | $3.05 | $3.20 | $5.00 | $3.05 |
| 408E10000 PRIME COAT | 203 GAL | $4.50 | $9.00 | $11.76 | $3.75 | $3.95 | $12.00 | $3.75 |
| 617E10100 COMPACTED AGGREGATE | 21 CY | $102 | $150 | $69.01 | $115 | $200 | $120 | $155 |
| 614E13360 OBJECT MARKER, TWO WAY | 18 EACH | $29.50 | $46.00 | $58.82 | $25.00 | $18.50 | $20.00 | $20.00 |
| 621E00100 RPM | 42 EACH | $110 | $75.00 | $88.24 | $75.00 | $78.00 | $75.00 | $75.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 42 EACH | $15.00 | $61.00 | $8.60 | $7.00 | $13.00 | $1.00 | $12.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 18 EACH | $12.00 | $10.00 | $8.82 | $10.00 | $26.25 | $20.00 | $10.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.62 MILE | $3,700 | $1,800 | $2,118 | $1,800 | $1,900 | $2,000 | $1,800 |
| 642E00300 CENTER LINE, TYPE 1 | 0.31 MILE | $5,800 | $3,100 | $3,594 | $3,055 | $3,200 | $3,200 | $3,055 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,400 | $2,500 | $2,688 | $2,000 | $2,100 | $1,900 | $3,200 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 1,022 FT | $4.00 | $5.00 | $8.13 | $2.75 | $4.25 | $12.00 | $8.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $4.00 | $25.00 | $9.29 | $20.00 | $21.00 | $20.00 | $16.00 |
| 524E95000 DRILLED SHAFTS, MISC.:, EXTENSION | 32 FT | $42.00 | $160 | $88.32 | $35.00 | $75.00 | $82.00 | $25.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $299 | $365 | $220 | $250 | $250 | $200 | $250 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $9,000 | $20,000 | $30,495 | $14,000 | $20,000 | $30,000 | $9,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,000 | $5,000 | $8,882 | $20,000 | $15,000 | $7,500 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 6,931 FT | $62.5 | $433k | 23% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, W24x131 | 3,394 FT | $112 | $380k | 20% |
| 507E00400 STEEL PILES, MISC.: SOLDIER PILES, W21x101 | 3,636 FT | $84 | $305k | 16% |
| 530E00400 SPECIAL - STRUCTURES, PRECAST CONCRETE LAGGING | 575 EACH | $258 | $148k | 8% |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 1,406 FT | $67 | $94k | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 213 CY | $321 | $68k | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 195 CY | $297 | $58k | 3% |
| 614E11001 MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $46,000 | $46k | 2% |
| 304E20000 AGGREGATE BASE | 611 CY | $69 | $42k | 2% |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 544 CY | $71 | $39k | 2% |