Law-SR 140-00.09
Lawrence County · est $0.6M
Bid dateThursday, October 23—
Lawrence County · est $0.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 41 more items below.
| Item | Quantity | R1Axis Civil Construction LLC | R2Alan Stone CO INC | % of bid |
|---|---|---|---|---|
| 611E94800 8' X 4' CONDUIT, TYPE A, 706.05 | 44 FT | $1,650 | $1,500 | 13% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 237 CY | $255 | $364 | 11% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 257 CY | $225 | $125 | 10% |
| 832E30000 EROSION CONTROL | 53,151 EACH | $1.00 | $1.00 | 9% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 131 CY | $340 | $378 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $72,500 | 7% |
| 304E20000 AGGREGATE BASE | 246 CY | $160 | $104 | 7% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $32,000 | $500 | 6% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 24 CY | $1,150 | $594 | 5% |
| 503E21100 UNCLASSIFIED EXCAVATION | 277 CY | $85.00 | $134 | 4% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 8 CY | $2,550 | $5,000 | 4% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $18,000 | 3% |
| 203E10000 EXCAVATION | 418 CY | $34.00 | $33.98 | 2% |
| 202E23000 PAVEMENT REMOVED | 1,224 SY | $11.00 | $23.54 | 2% |
| 253E02000 PAVEMENT REPAIR | 50 CY | $220 | $333 | 2% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 3,980 LB | $2.70 | $2.34 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $25,000 | 2% |
| 659E00300 TOPSOIL | 180 CY | $55.00 | $45.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,500 | $12,000 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 337.5 FT | $22.52 | $27.51 | 1% |
| Item | Quantity | R1Axis Civil Construction LLC | R2Alan Stone CO INC |
|---|---|---|---|
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 28 FT | $35.00 | $27.48 |
| 202E35201 PIPE REMOVED, OVER 24" DIAMETER, AS PER PLAN | 39 FT | $160 | $69.32 |
| 203E20000 EMBANKMENT | 203 CY | $34.00 | $32.20 |
| 204E10000 SUBGRADE COMPACTION | 1,518 SY | $2.00 | $4.62 |
| 204E45000 PROOF ROLLING | 1 HOUR | $3,200 | $220 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 3 EACH | $2,280 | $2,632 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,050 |
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 →
| $1,217 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 3 EACH | $2,250 | $976 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 46 CY | $135 | $217 |
| 659E10000 SEEDING AND MULCHING | 1,624 SY | $2.25 | $4.27 |
| 659E20000 COMMERCIAL FERTILIZER | 0.22 TON | $1,250 | $979 |
| 659E31000 LIME | 0.34 ACRE | $150 | $400 |
| 659E35000 WATER | 9 MGAL | $1.00 | $12.97 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $3,500 | $2,218 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 45 SY | $85.00 | $32.64 |
| 512E33000 TYPE 2 WATERPROOFING | 53 SY | $38.39 | $33.35 |
| 512E33010 TYPE 3 WATERPROOFING | 55 SY | $50.00 | $45.45 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 25 SF | $10.00 | $11.36 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 7 CY | $550 | $136 |
| 605E31100 AGGREGATE DRAINS | 152 FT | $18.00 | $19.72 |
| 611E01400 6" CONDUIT, TYPE E | 30 FT | $25.00 | $15.14 |
| 611E01500 6" CONDUIT, TYPE F | 30 FT | $25.00 | $21.09 |
| 611E04900 12" CONDUIT, TYPE D | 40 FT | $65.00 | $79.47 |
| 407E10000 TACK COAT | 187 GAL | $6.00 | $4.72 |
| 617E10100 COMPACTED AGGREGATE | 25 CY | $120 | $110 |
| 621E00100 RPM | 5 EACH | $700 | $233 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 5 EACH | $50.00 | $24.15 |
| 626E00112 BARRIER REFLECTOR, TYPE 3 (BI-DIRECTIONAL) | 7 EACH | $10.00 | $11.32 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 34.6 FT | $14.00 | $19.90 |
| 630E80100 SIGN, FLAT SHEET | 19.3 SF | $28.00 | $34.43 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 3 EACH | $15.00 | $31.14 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 3 EACH | $15.00 | $37.13 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.16 MILE | $5,675 | $6,519 |
| 642E00300 CENTER LINE, TYPE 1 | 0.08 MILE | $11,250 | $11,359 |
| 614E12420 DETOUR SIGNING | 1 LS | $6,500 | $6,931 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 25 CY | $225 | $253 |
| 616E10000 WATER | 2 MGAL | $1.00 | $1.00 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $7,500 | $6,500 |
| 619E16000 FIELD OFFICE, TYPE A | 2 MNTH | $3,200 | $1,478 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $800 | $2,000 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $800 | $2,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94800 8' X 4' CONDUIT, TYPE A, 706.05 | 44 FT | $1,650 | $73k | 11% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 237 CY | $255 | $60k | 9% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 257 CY | $225 | $58k | 9% |
| 832E30000 EROSION CONTROL | 53,151 EACH | $1 | $53k | 8% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 131 CY | $340 | $45k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 6% |
| 304E20000 AGGREGATE BASE | 246 CY | $160 | $39k | 6% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $32,000 | $32k | 5% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 24 CY | $1,150 | $28k | 4% |
| 503E21100 UNCLASSIFIED EXCAVATION | 277 CY | $85 | $24k | 3% |