Cli-SR 73-16.54
Clinton County · est $0.7M
Bid dateThursday, February 9—
Clinton County · est $0.7M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 38 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2Axis Civil Construction LLC | % of bid |
|---|---|---|---|---|
| 611E96311 14' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 92 FT | $1,650 | $2,600 | 28% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 150 CY | $364 | $350 | 10% |
| 601E11000 RIPRAP, TYPE D | 87 SY | $395 | $220 | 6% |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 12 CY | $2,800 | $2,000 | 6% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 42 CY | $594 | $650 | 5% |
| 203E20000 EMBANKMENT | 759 CY | $32.20 | $33.00 | 5% |
| 304E20000 AGGREGATE BASE | 232 CY | $104 | $60.00 | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 69 CY | $322 | $490 | 4% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 255 CY | $78.88 | $80.00 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $18,000 | $20,000 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $17,000 | $15,000 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $16,000 | $5,500 | 3% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 115 CY | $134 | $95.00 | 3% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $15,000 | $20,000 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $12,000 | $8,500 | 2% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 5,013 LB | $2.34 | $2.60 | 2% |
| 203E35141 GRANULAR MATERIAL, TYPE E, AS PER PLAN | 123 CY | $85.00 | $98.00 | 2% |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 13 EACH | $800 | $1,950 | 2% |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $10,000 | 2% |
| Item | Quantity | R1Alan Stone CO INC | R2Axis Civil Construction LLC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $20,000 |
| 202E23000 PAVEMENT REMOVED | 375 SY | $23.54 | $12.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 20 FT | $15.00 | $45.00 |
| 202E38000 GUARDRAIL REMOVED | 200 FT | $7.00 | $10.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 4 EACH | $338 | $400 |
| 203E10000 EXCAVATION | 87 CY | $33.98 | $33.00 |
| 204E10000 SUBGRADE COMPACTION | 763 SY | $4.62 | $4.00 |
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 →
| 204E13000 EXCAVATION OF SUBGRADE, 12" DEEP | 255 CY | $25.10 | $18.00 |
| 204E50000 GEOTEXTILE FABRIC | 763 SY | $3.03 | $2.50 |
| 606E15050 GUARDRAIL, TYPE MGS | 331.25 FT | $22.00 | $21.00 |
| 606E17350 GUARDRAIL, TYPE MGS, 25' LONG-SPAN | 100 FT | $25.00 | $25.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E(NCHRP 350 OR MASH 2016 | 3 EACH | $2,000 | $1,950 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,200 | $975 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $4,500 | $10,000 |
| 659E20000 COMMERCIAL FERTILIZER | 0.25 TON | $979 | $500 |
| 659E31000 LIME | 0.35 ACRE | $400 | $300 |
| 659E35000 WATER | 9.25 MGAL | $12.97 | $1.00 |
| 659E10000 SEEDING AND MULCHING | 1,700 SY | $4.27 | $3.00 |
| 611E04900 12" CONDUIT, TYPE D | 25 FT | $79.47 | $60.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" DEPTH | 761 SY | $5.50 | $16.00 |
| 407E20000 NON-TRACKING TACK COAT | 98 GAL | $5.15 | $3.00 |
| 621E00100 RPM | 4 EACH | $233 | $412 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $24.15 | $100 |
| 626E00110 BARRIER REFLECTOR, TYPE 2(BI-DIRECTIONAL) | 12 EACH | $13.33 | $10.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $31.14 | $50.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $37.13 | $75.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.14 MILE | $6,519 | $10,305 |
| 642E00300 CENTER LINE, TYPE 1 | 0.07 MILE | $11,359 | $10,305 |
| 614E12420 DETOUR SIGNING | 1 LS | $6,931 | $6,370 |
| 204E13000 EXCAVATION OF SUBGRADE, 24" DEEP | 123 CY | $25.10 | $45.00 |
| 503E21300 UNCLASSIFIED EXCAVATION (WINGWALL FOOTING) | 1 LS | $1,600 | $18,000 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 2 CY | $2,218 | $2,000 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 111 SY | $15.24 | $17.00 |
| 512E33000 TYPE 2 WATERPROOFING | 124 SY | $33.35 | $28.00 |
| 512E33010 TYPE 3 WATERPROOFING | 185 SY | $45.45 | $50.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 34 SF | $11.36 | $8.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $4,700 | $6,500 |
| 204E50001 GEOTEXTILE FABRIC, AS PER PLAN | 420 SY | $6.04 | $5.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E96311 14' X 5' CONDUIT, TYPE A, 706.05, AS PER PLAN | 92 FT | $1,650 | $152k | 24% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 150 CY | $364.15 | $55k | 8% |
| 601E11000 RIPRAP, TYPE D | 87 SY | $395.1 | $34k | 5% |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 12 CY | $2,800 | $34k | 5% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 42 CY | $594.21 | $25k | 4% |
| 203E20000 EMBANKMENT | 759 CY | $32.2 | $24k | 4% |
| 304E20000 AGGREGATE BASE | 232 CY | $103.74 | $24k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 69 CY | $322.26 | $22k | 3% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 255 CY | $78.88 | $20k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $18,000 | $18k | 3% |