LAW-SR 93-01.90-Safety
LAW County · est $0.6M
Bid dateThursday, November 14—
LAW County · est $0.6M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 43 more items below.
| Item | Quantity | R1Shelly Company | R2Axis Civil Construction LLC | R3Allard Excavation LLC | % of bid |
|---|---|---|---|---|---|
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 360 CY | $222 | $245 | $222 | 16% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (250 CY | $200 | $275 | $200 | 10% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 221 CY | $222 | $240 | $222 | 10% |
| 252E01001 FULL DEPTH RIGID PAVEMENT REMOVAL AND FLEXIBLE REP | 310 SY | $125 | $190 | $172 | 8% |
| 203E10000 EXCAVATION | 1,007 CY | $37.50 | $38.00 | $35.00 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $35,250 | $40,000 | $58,500 | 7% |
| 659E00300 TOPSOIL | 341 CY |
| Item | Quantity | R1Shelly Company | R2Axis Civil Construction LLC | R3Allard Excavation LLC |
|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 988 FT | $2.20 | $2.20 | $2.20 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $300 | $300 | $300 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 1 EACH | $200 | $200 | $200 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 2 EACH | $150 | $150 | $150 |
| 202E58500 CATCH BASIN ABANDONED | 2 EACH | $675 | $2,000 |
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 →
| $100 |
| $65.00 |
| $25.00 |
| 7% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $50,000 | $50,000 | 5% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,037.5 FT | $20.98 | $21.00 | $20.98 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH | 3,548 SY | $5.75 | $7.00 | $9.00 | 4% |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 12? DIAM | 253 FT | $75.00 | $21.00 | $36.00 | 4% |
| 202E23000 PAVEMENT REMOVED | 1,142 SY | $14.25 | $21.00 | $32.00 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 3,432 SY | $4.00 | $6.50 | $9.00 | 3% |
| 605E05100 4" SHALLOW PIPE UNDERDRAINS | 1,056 FT | $12.50 | $15.00 | $23.00 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $13,000 | $12,500 | $6,991 | 3% |
| 304E20000 AGGREGATE BASE | 153 CY | $66.00 | $140 | $152 | 2% |
| 203E20000 EMBANKMENT | 202 CY | $30.00 | $38.00 | $27.00 | 1% |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 82 CY | $73.50 | $165 | $150 | 1% |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 2,072 FT | $2.85 | $4.00 | $2.00 | 1% |
| 659E10000 SEEDING AND MULCHING | 3,076 SY | $1.75 | $1.50 | $3.10 | 1% |
| $2,221 |
| 204E10000 SUBGRADE COMPACTION | 1,685 SY | $2.75 | $2.50 | $5.00 |
| 204E45000 PROOF ROLLING | 1.1 HOUR | $365 | $225 | $244 |
| 606E25000 ANCHOR ASSEMBLY, TYPE A | 1 EACH | $1,650 | $1,650 | $1,650 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 1 EACH | $2,020 | $2,020 | $2,020 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 2 EACH | $1,070 | $1,070 | $1,070 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $125 | $150 | $125 |
| 659E14000 REPAIR SEEDING AND MULCHING | 154 SY | $1.28 | $1.50 | $5.25 |
| 659E20000 COMMERCIAL FERTILIZER | 0.42 TON | $949 | $1,250 | $900 |
| 659E31000 LIME | 0.64 ACRE | $151 | $150 | $100 |
| 659E35000 WATER | 17 MGAL | $1.00 | $1.00 | $13.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 3 SY | $190 | $260 | $795 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 50 FT | $28.00 | $30.00 | $34.00 |
| 605E31100 AGGREGATE DRAINS | 50 FT | $19.50 | $20.00 | $20.00 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 47 FT | $46.00 | $30.00 | $22.00 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $20.00 | $25.00 | $21.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 6 EACH | $300 | $400 | $771 |
| 407E20000 NON-TRACKING TACK COAT | 1,159 GAL | $3.90 | $3.90 | $3.90 |
| 621E00100 RPM, 2-WAY (WHITE/RED) | 40 EACH | $85.00 | $85.00 | $85.00 |
| 621E00100 RPM, 2-WAY (YELLOW/YELLOW) | 29 EACH | $85.00 | $85.00 | $85.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 32 EACH | $5.65 | $25.00 | $15.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 26 FT | $55.00 | $14.00 | $55.00 |
| 630E08600 SIGN POST REFLECTOR, YELLOW | 2 EACH | $50.00 | $28.00 | $50.00 |
| 630E80100 SIGN, FLAT SHEET | 10 SF | $125 | $30.00 | $125 |
| 644E00104 EDGE LINE, 6", WHITE | 0.45 MILE | $8,168 | $8,168 | $8,168 |
| 644E00204 LANE LINE, 6" | 0.45 MILE | $3,405 | $3,405 | $3,405 |
| 644E00300 CENTER LINE | 0.38 MILE | $10,490 | $10,490 | $10,490 |
| 644E00404 CHANNELIZING LINE, 12" | 295 FT | $2.95 | $2.95 | $2.95 |
| 644E00500 STOP LINE | 23 FT | $8.50 | $8.50 | $8.50 |
| 644E00700 TRANSVERSE/DIAGONAL LINE, YELLOW | 580 FT | $8.00 | $8.00 | $8.00 |
| 644E01300 LANE ARROW, 8' | 4 EACH | $110 | $110 | $110 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 50 CY | $95.00 | $140 | $70.00 |
| 614E20000 WORK ZONE LANE LINE, CLASS I, 4" | 0.69 MILE | $1,895 | $1,895 | $1,895 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.69 MILE | $2,825 | $2,825 | $2,075 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.69 MILE | $2,075 | $2,075 | $2,075 |
| 616E10000 WATER | 4 MGAL | $1.00 | $1.00 | $1.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,000 | $6,000 | $5,700 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,000 | $15,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 360 CY | $222 | $80k | 14% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (250 CY | $200 | $50k | 9% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 221 CY | $222 | $49k | 8% |
| 252E01001 FULL DEPTH RIGID PAVEMENT REMOVAL AND FLEXIBLE REP | 310 SY | $125 | $39k | 7% |
| 203E10000 EXCAVATION | 1,007 CY | $37.5 | $38k | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $35,250 | $35k | 6% |
| 659E00300 TOPSOIL | 341 CY | $100 | $34k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $25k | 4% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,037.5 FT | $20.98 | $22k | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH | 3,548 SY | $5.75 | $20k | 4% |