Pic-SR 56-28.27
Pickaway County · est $0.5M
Bid dateThursday, September 29—
Pickaway County · est $0.5M
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 | R1Axis Civil Construction LLC | R2Eclipse CO LLC | R3Righter Company INC | R4Alan Stone CO INC | % of bid |
|---|---|---|---|---|---|---|
| 611E22400 54" CONDUIT, TYPE B | 58 FT | $1,200 | $441 | $1,000 | $1,200 | 18% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 39 CY | $900 | $1,688 | $1,500 | $800 | 9% |
| 203E20000 EMBANKMENT | 1,267 CY | $23.00 | $13.58 | $20.00 | $11.00 | 7% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 71 CY | $360 | $388 | $385 | $480 | 6% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $25,000 | $19,853 | $4,300 | $8,000 | 6% |
| 203E10000 EXCAVATION | 1,034 CY | $23.00 | $15.51 | $20.00 | $25.00 | 6% |
| Item | Quantity | R1Axis Civil Construction LLC | R2Eclipse CO LLC | R3Righter Company INC | R4Alan Stone CO INC |
|---|---|---|---|---|---|
| 202E20011 HEADWALL REMOVED, AS PER PLAN | 1 EACH | $1,500 | $10,000 | $2,000 | $400 |
| 202E23000 PAVEMENT REMOVED | 270 SY | $12.00 | $12.35 | $20.00 | $30.00 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 650 FT | $4.00 | $2.66 | $2.50 | $1.00 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 4 EACH | $300 | $319 | $300 | $250 |
| 202E98300 REMOVAL MISC.: DUMP ROCK |
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 →
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 66 CY | $310 | $328 | $325 | $400 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $41,759 | $20,000 | $24,000 | 5% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 30 CY | $600 | $1,009 | $1,000 | $850 | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 6,400 LB | $2.60 | $6.79 | $3.00 | $3.50 | 4% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $16,000 | $14,710 | $75,000 | $10,000 | 4% |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $15,000 | $16,000 | $15,000 | $42,000 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $15,000 | $8,609 | $10,000 | $34,000 | 4% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $12,000 | $8,000 | $10,000 | $15,000 | 3% |
| 614E12420 DETOUR SIGNING | 1 LS | $11,600 | $15,697 | $15,000 | $12,000 | 3% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 80 CY | $130 | $278 | $275 | $300 | 3% |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 3% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 400 FT | $21.00 | $24.50 | $21.00 | $30.00 | 2% |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $8,000 | $3,507 | $4,000 | $19,000 | 2% |
| 611E98230 CATCH BASIN, NO. 4 | 1 EACH | $8,000 | $7,047 | $10,000 | $1,500 | 2% |
| 34 SY |
| $35.00 |
| $37.05 |
| $20.00 |
| $25.00 |
| 204E10000 SUBGRADE COMPACTION | 270 SY | $5.00 | $1.88 | $5.00 | $5.50 |
| 209E72000 PREPARING SUBGRADE FOR SHOULDER PAVING | 10 STA | $650 | $334 | $150 | $350 |
| 606E26101 ANCHOR ASSEMBLY, TYPE E, AS PER PLAN (NCHRP350 OR | 2 EACH | $2,500 | $2,410 | $2,500 | $2,700 |
| 518E21100 POROUS BACKFILL | 1 CY | $200 | $736 | $344 | $1,000 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 5 CY | $180 | $264 | $350 | $350 |
| 659E00300 TOPSOIL | 155 CY | $40.00 | $71.37 | $20.00 | $25.00 |
| 659E10000 SEEDING AND MULCHING | 1,371 SY | $2.12 | $2.15 | $2.20 | $2.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 69 SY | $0.78 | $0.83 | $1.00 | $6.00 |
| 659E15000 INTER-SEEDING | 69 SY | $0.78 | $0.83 | $1.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.18 TON | $917 | $974 | $920 | $1,000 |
| 659E31000 LIME | 0.28 ACRE | $155 | $165 | $180 | $1,000 |
| 659E35000 WATER | 7 MGAL | $1.00 | $1.06 | $1.00 | $0.01 |
| 601E11000 RIPRAP, TYPE D | 19 SY | $180 | $396 | $350 | $500 |
| 605E31100 AGGREGATE DRAINS | 22 FT | $20.00 | $21.06 | $25.00 | $30.00 |
| 611E00900 6" CONDUIT, TYPE B | 50 FT | $21.00 | $45.83 | $6.00 | $20.00 |
| 611E02500 8" CONDUIT, TYPE E | 50 FT | $25.00 | $40.39 | $8.00 | $22.00 |
| 611E03700 10" CONDUIT, TYPE F | 50 FT | $28.00 | $43.20 | $10.00 | $23.00 |
| 611E04600 12" CONDUIT, TYPE C, 707.33 | 18 FT | $155 | $140 | $75.00 | $200 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 1,167 SY | $5.00 | $9.10 | $9.00 | $10.00 |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 50 CY | $110 | $94.42 | $100 | $150 |
| 407E20000 NON-TRACKING TACK COAT | 130 GAL | $4.00 | $3.53 | $3.50 | $33.00 |
| 617E10100 COMPACTED AGGREGATE | 13 CY | $120 | $170 | $150 | $195 |
| 617E25000 WATER | 1 MGAL | $1.00 | $56.90 | $10.00 | $1.00 |
| 621E00100 RPM | 7 EACH | $329 | $350 | $329 | $700 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 6 EACH | $14.00 | $10.63 | $14.00 | $20.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.2 MILE | $4,858 | $7,995 | $4,858 | $6,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.34 MILE | $4,580 | $10,649 | $4,580 | $8,000 |
| 616E10000 WATER | 1 MGAL | $1.00 | $103 | $10.00 | $1.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 55 SY | $45.00 | $23.57 | $25.00 | $45.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 25 CY | $180 | $113 | $200 | $700 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,000 | $9,000 | $10,000 | $7,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,500 | $6,248 | $5,500 | $8,600 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E22400 54" CONDUIT, TYPE B | 58 FT | $1,200 | $70k | 15% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 39 CY | $900 | $35k | 7% |
| 203E20000 EMBANKMENT | 1,267 CY | $23 | $29k | 6% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 71 CY | $360 | $26k | 5% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $25,000 | $25k | 5% |
| 203E10000 EXCAVATION | 1,034 CY | $23 | $24k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 66 CY | $310 | $20k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 30 CY | $600 | $18k | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 6,400 LB | $2.6 | $17k | 3% |