ROS-SR 207-09.32 Culvert
ROS County · est $0.3M
Bid dateThursday, February 17—
ROS County · est $0.3M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 7.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 19 more items below.
| Item | Quantity | R1Alan Stone CO INC | R2D G M INC | R3Allard Excavation LLC | % of bid |
|---|---|---|---|---|---|
| 611E28000 84" CONDUIT, TYPE A (SEE SHEET P.16 FOR ALLOWABLE | 84 FT | $950 | $1,410 | $805 | 31% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 100 CY | $287 | $135 | $350 | 11% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 90 CY | $238 | $200 | $230 | 8% |
| 253E02000 PAVEMENT REPAIR | 50 CY | $305 | $150 | $420 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $6,000 | $51,600 | 6% |
| 441E50000 |
| Item | Quantity | R1Alan Stone CO INC | R2D G M INC | R3Allard Excavation LLC |
|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 445 SY | $4.49 | $6.00 | $4.70 |
| 202E38000 GUARDRAIL REMOVED | 500 FT | $3.60 | $1.00 | $2.75 |
| 202E98000 REMOVAL MISC.:EXISTING SHEET PILING | 1 LS | $2,500 | $2,500 | $2,800 |
| 204E10000 SUBGRADE COMPACTION | 512 SY | $2.50 | $5.00 | $2.50 |
| 601E32010 ROCK CHANNEL PROTECTION, TYPE A WITH AGGREGATE FIL | 35 CY | $66.00 | $110 | $50.00 |
| 659E14000 REPAIR SEEDING AND MULCHING |
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 →
| 48 CY |
| $287 |
| $245 |
| $340 |
| 5% |
| 203E20000 EMBANKMENT | 736 CY | $13.59 | $20.00 | $8.00 | 4% |
| 602E20000 CONCRETE MASONRY | 8.1 CY | $1,000 | $1,000 | $958 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $7,500 | $15,000 | $10,000 | 3% |
| 832E30000 EROSION CONTROL | 7,000 EACH | $1.00 | $1.00 | $1.00 | 3% |
| 202E11000 STRUCTURE REMOVED (84?x55? CONC. BOX) | 1 LS | $7,000 | $10,000 | $9,000 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/2") | 223 SY | $30.50 | $25.00 | $28.75 | 3% |
| 203E10000 EXCAVATION | 380 CY | $17.11 | $15.00 | $10.00 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $6,500 | $3,000 | $8,360 | 3% |
| 614E12420 DETOUR SIGNING | 1 LS | $5,200 | $5,000 | $4,295 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,100 | $14,000 | $4,400 | 2% |
| 304E20000 AGGREGATE BASE | 81 CY | $62.00 | $90.00 | $70.00 | 2% |
| 621E00100 RPM | 5 EACH | $763 | $625 | $625 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,700 | $4,000 | $5,300 | 1% |
| 659E10000 SEEDING AND MULCHING | 1,344 SY | $2.00 | $2.50 | $3.60 | 1% |
| 67 SY |
| $5.50 |
| $0.05 |
| $5.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.18 TON | $610 | $800 | $850 |
| 659E31000 LIME | 0.28 ACRE | $859 | $80.00 | $50.00 |
| 659E35000 WATER | 7 MGAL | $0.01 | $1.00 | $7.00 |
| 202E20010 HEADWALL REMOVED | 2 EACH | $816 | $500 | $1,040 |
| 407E10000 TACK COAT | 92 GAL | $2.50 | $2.25 | $1.85 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 5 EACH | $39.50 | $1.00 | $4.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.06 MILE | $18,000 | $16,000 | $14,800 |
| 642E00300 CENTER LINE, TYPE 1 | 0.03 MILE | $37,000 | $32,000 | $30,000 |
| 407E10000 TACK COAT | 200 GAL | $2.50 | $2.25 | $1.85 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 8 HOUR | $67.00 | $50.00 | $75.00 |
| 616E10000 WATER | 5 MGAL | $1.00 | $1.00 | $1.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $2,000 | $10,000 | $3,800 |
| 619E16000 FIELD OFFICE, TYPE A | 1 MNTH | $500 | $2,000 | $1,200 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E28000 84" CONDUIT, TYPE A (SEE SHEET P.16 FOR ALLOWABLE | 84 FT | $950 | $80k | 29% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 100 CY | $287 | $29k | 10% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 90 CY | $238 | $21k | 8% |
| 253E02000 PAVEMENT REPAIR | 50 CY | $305 | $15k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $15,000 | $15k | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 48 CY | $287 | $14k | 5% |
| 203E20000 EMBANKMENT | 736 CY | $13.59 | $10k | 4% |
| 602E20000 CONCRETE MASONRY | 8.1 CY | $1,000 | $8k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $7,500 | $8k | 3% |
| 832E30000 EROSION CONTROL | 7,000 EACH | $1 | $7k | 3% |