Meg-SR 681-21.81
Meigs County · est $0.4M
Bid dateThursday, February 17—
Meigs County · est $0.4M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 26 more items below.
| Item | Quantity | R1Parker Corporation | R2Allard Excavation LLC | % of bid |
|---|---|---|---|---|
| 611E95201 10' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 72 FT | $950 | $1,104 | 23% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 308 CY | $120 | $125 | 12% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 45 CY | $550 | $482 | 8% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 81 CY | $301 | $344 | 8% |
| 203E10000 EXCAVATION | 957 CY | $20.00 | $16.00 | 6% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 64 CY | $286 | $338 | 6% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $11,850 | $4,248 | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS |
| Item | Quantity | R1Parker Corporation | R2Allard Excavation LLC |
|---|---|---|---|
| 202E35100 PIPE REMOVED, 24" AND UNDER | 14 FT | $10.00 | $9.00 |
| 202E75000 FENCE REMOVED | 156 FT | $5.00 | $2.00 |
| 204E10000 SUBGRADE COMPACTION | 459 SY | $0.50 | $3.00 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 100 FT | $25.20 | $41.50 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,200 | $1,650 |
| 659E10000 SEEDING AND MULCHING | 2,065 SY | $1.00 | $1.60 |
| 659E20000 COMMERCIAL FERTILIZER | 0.19 TON | $1,316 | $500 |
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 →
| $10,600 |
| $2,900 |
| 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,600 | $5,450 | 4% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,600 | $5,550 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $10,600 | $58,832 | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 13 CY | $650 | $1,271 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 300 FT | $24.74 | $31.75 | 2% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 5,798 LB | $1.25 | $3.35 | 2% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 93 CY | $65.00 | $74.00 | 2% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $6,000 | $3,600 | 2% |
| 304E20000 AGGREGATE BASE | 80 CY | $65.00 | $94.00 | 2% |
| 203E20000 EMBANKMENT | 231 CY | $20.00 | $10.00 | 2% |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 3 EACH | $1,380 | $2,200 | 1% |
| 623E40500 REFERENCE MONUMENT | 8 EACH | $500 | $339 | 1% |
| 659E31000 LIME | 0.43 ACRE | $582 | $200 |
| 659E35000 WATER | 6 MGAL | $0.05 | $1.00 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 31 FT | $10.00 | $49.00 |
| 611E06400 15" CONDUIT, TYPE D | 34 FT | $50.00 | $77.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/2" AVERAGE | 489 SY | $8.00 | $18.00 |
| 407E20000 NON-TRACKING TACK COAT | 157 GAL | $20.00 | $3.05 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 5 EACH | $20.00 | $4.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 11 EACH | $10.00 | $14.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.14 MILE | $4,425 | $4,425 |
| 642E00300 CENTER LINE, TYPE 1 | 0.07 MILE | $8,500 | $8,500 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $100 | $5,600 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $1,000 | $7,600 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $650 | $1,273 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 60 SY | $12.00 | $35.00 |
| 512E33000 TYPE 2 WATERPROOFING | 123 SY | $14.00 | $23.50 |
| 512E33010 TYPE 3 WATERPROOFING | 107 SY | $18.00 | $35.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 37 SF | $5.00 | $1.75 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 17 CY | $71.00 | $82.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E95201 10' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 72 FT | $950 | $68k | 21% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 308 CY | $120 | $37k | 11% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 45 CY | $550 | $25k | 8% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 81 CY | $301 | $24k | 7% |
| 203E10000 EXCAVATION | 957 CY | $20 | $19k | 6% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 64 CY | $286 | $18k | 6% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $11,850 | $12k | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,600 | $11k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $10,600 | $11k | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,600 | $11k | 3% |