Jac-SR 788-04.71
Jackson County · est $0.5M
Bid dateThursday, November 9—
Jackson 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 · 45 more items below.
| Item | Quantity | R1Axis Civil Construction LLC | R2Alan Stone CO INC | % of bid |
|---|---|---|---|---|
| 611E94900 8' X 5' CONDUIT, TYPE A, 706.05 | 80 FT | $1,300 | $2,600 | 30% |
| 851E10000 PRECAST GRAVITY AND SEMIGRAVITY RETAINING WALL | 230 SF | $105 | $270 | 7% |
| 503E21321 UNCLASSIFIED EXCAVATION, INCLUDING ROCK, AS PER PL | 1 LS | $24,000 | $17,000 | 7% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 27 CY | $830 | $594 | 7% |
| 611E16200 36" CONDUIT, TYPE A, (706.02) | 64 FT | $300 | $520 | 6% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $16,000 | $34,000 | 5% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $16,000 | $28,000 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $28,000 | 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 39 CY | $320 | $378 | 4% |
| 851E15500 PGSRW INSPECTION AND COMPACTION TESTING | 1 LS | $12,000 | $3,400 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 39 CY | $300 | $364 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $10,000 | $22,000 | 3% |
| 611E07900 18" CONDUIT, TYPE D | — | $140 | $80.92 | 3% |
| 611E07900 18" CONDUIT, TYPE D, (706.02) | 36 FT | $215 | $80.92 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,500 | $11,200 | 2% |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 51 CY | $145 | $105 | 2% |
| 602E20000 CONCRETE MASONRY | 1.8 CY | $3,450 | $2,495 | 2% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 2,300 LB | $2.70 | $2.34 | 2% |
| 253E02000 PAVEMENT REPAIR | 30 CY | $200 | $300 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $6,000 | $5,000 | 2% |
| Item | Quantity | R1Axis Civil Construction LLC | R2Alan Stone CO INC |
|---|---|---|---|
| 202E20010 HEADWALL REMOVED | 1 EACH | $700 | $500 |
| 202E23000 PAVEMENT REMOVED | 182 SY | $16.00 | $23.54 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 134 FT | $40.00 | $20.00 |
| 202E38000 GUARDRAIL REMOVED | 325 FT | $9.00 | $9.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 2 EACH | $225 | $326 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 2 EACH | $225 | $201 |
| 203E10000 EXCAVATION | 138 CY | $23.00 |
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 →
| $33.98 |
| 203E20000 EMBANKMENT | 175 CY | $23.00 | $32.20 |
| 204E10000 SUBGRADE COMPACTION | 469 SY | $3.00 | $4.62 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 4 EACH | $800 | $597 |
| 659E10000 SEEDING AND MULCHING | 1,004 SY | $3.00 | $4.27 |
| 659E14000 REPAIR SEEDING AND MULCHING | 50 SY | $3.00 | $2.89 |
| 659E20000 COMMERCIAL FERTILIZER | 0.14 TON | $1,400 | $979 |
| 659E31000 LIME | 0.21 ACRE | $100 | $400 |
| 659E35000 WATER | 5.4 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 38 FT | $20.00 | $130 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 45 FT | $9.00 | $25.00 |
| 304E20000 AGGREGATE BASE | 45 CY | $125 | $104 |
| 407E10000 TACK COAT | 70 GAL | $3.00 | $4.72 |
| 621E00100 RPM | 4 EACH | $427 | $233 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $45.00 | $24.15 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 24.6 FT | $75.00 | $160 |
| 630E08600 SIGN POST REFLECTOR | 2 EACH | $55.00 | $54.11 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $95.00 | $91.01 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.12 MILE | $16,873 | $6,519 |
| 642E00300 CENTER LINE, TYPE 1 | 0.06 MILE | $25,288 | $11,359 |
| 407E10000 TACK COAT | 30 GAL | $3.00 | $3.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 30 CY | $75.00 | $100 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 30 CY | $160 | $350 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 8 HOUR | $85.00 | $80.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,200 | $6,931 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 30 CY | $160 | $253 |
| 616E10000 WATER | 1 MGAL | $1.00 | $1.00 |
| 202E23500 WEARING COURSE REMOVED | 54 SY | $17.00 | $22.00 |
| 202E38500 BRIDGE RAILING REMOVED | 25 FT | $27.00 | $35.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,900 | $2,218 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 43 SY | $27.00 | $32.64 |
| 512E33000 TYPE 2 WATERPROOFING | 217 SY | $18.00 | $33.35 |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 41 CY | $135 | $124 |
| 851E11000 NATURAL SOIL | 7 CY | $55.00 | $110 |
| 851E14000 ON-SITE ASSISTANCE | 2 DAY | $500 | $1,300 |
| 851E15000 WALL DRAINAGE SYSTEM | 1 LS | $5,000 | $19,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $2,800 | $10,000 |
| 619E16000 FIELD OFFICE, TYPE A | 2 MNTH | $1,800 | $500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94900 8' X 5' CONDUIT, TYPE A, 706.05 | 80 FT | $1,300 | $104k | 24% |
| 851E10000 PRECAST GRAVITY AND SEMIGRAVITY RETAINING WALL | 230 SF | $105 | $24k | 6% |
| 503E21321 UNCLASSIFIED EXCAVATION, INCLUDING ROCK, AS PER PL | 1 LS | $24,000 | $24k | 6% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 27 CY | $830 | $22k | 5% |
| 611E16200 36" CONDUIT, TYPE A, (706.02) | 64 FT | $300 | $19k | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $16,000 | $16k | 4% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $16,000 | $16k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $15k | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 39 CY | $320 | $12k | 3% |
| 851E15500 PGSRW INSPECTION AND COMPACTION TESTING | 1 LS | $12,000 | $12k | 3% |