TUS-Miskimen Drive Sidewalks
TUS County · est $0.1M
Bid dateThursday, May 9—
TUS County · est $0.1M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 13 more items below.
| Item | Quantity | R1Stanley Miller Construction Company | R2J & J Bridge Company INC | R3Brennstuhl Construction INC | % of bid |
|---|---|---|---|---|---|
| 608E10000 4" CONCRETE WALK | 3,497 SF | $10.00 | $8.00 | $8.59 | 26% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 99 SY | $155 | $152 | $131 | 11% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $11,500 | $500 | $4,378 | 8% |
| 608E52001 CURB RAMP, AS PER PLAN | 197 SF | $50.00 | $40.00 | $21.12 | 7% |
| 304E20000 AGGREGATE BASE | 33 CY | $225 | $300 | $135 | 5% |
| 202E23000 PAVEMENT REMOVED | 55 SY | $120 | $60.00 | $11.43 | 5% |
| 203E10000 EXCAVATION | 80 CY | $75.00 | $80.00 |
| Item | Quantity | R1Stanley Miller Construction Company | R2J & J Bridge Company INC | R3Brennstuhl Construction INC |
|---|---|---|---|---|
| 202E30000 WALK REMOVED | 450 SF | $1.80 | $4.00 | $1.40 |
| 202E32000 CURB REMOVED | 63 FT | $5.00 | $31.00 | $9.98 |
| 204E10000 SUBGRADE COMPACTION | 155 SY | $1.00 | $7.00 | $3.04 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $50.00 | $50.00 | $112 |
| 659E14000 REPAIR SEEDING AND MULCHING | 25 SY | $1.00 | $1.00 | $25.75 |
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 →
| $29.48 |
| 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $6,000 | $10,000 | $2,750 | 4% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | 4% |
| 609E24510 CURB, TYPE 4-C | 200 FT | $25.00 | $40.00 | $29.13 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $5,000 | $10,000 | $12,464 | 4% |
| 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 17 SY | $270 | $225 | $464 | 3% |
| 644E00620 CROSSWALK LINE, 12" | 245 FT | $13.33 | $8.00 | $12.17 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 6 CY | $500 | $1,000 | $344 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $2,900 | $8,000 | $2,310 | 2% |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 498 SY | $5.00 | $3.00 | $11.69 | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 3 CY | $800 | $1,000 | $832 | 2% |
| 619E16000 FIELD OFFICE, TYPE A | 3 MNTH | $800 | $1,000 | $2,986 | 2% |
| 653E10000 TOPSOIL FURNISHED AND PLACED | 14 CY | $125 | $10.00 | $273 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,500 | $1,000 | $14,148 | 1% |
| 659E15000 INTER-SEEDING | 25 SY | $1.00 | $1.00 | $26.35 |
| 659E20000 COMMERCIAL FERTILIZER | 0.07 TON | $800 | $5,000 | $3,026 |
| 659E31000 LIME | 0.1 ACRE | $100 | $3,000 | $4,776 |
| 659E35000 WATER | 3 MGAL | $1.00 | $10.00 | $6.00 |
| 407E10000 TACK COAT | 4 GAL | $80.00 | $10.00 | $47.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 3 CY | $300 | $400 | $378 |
| 642E30000 REMOVAL OF PAVEMENT MARKING | 248 FT | $2.50 | $6.00 | $9.93 |
| 616E10000 WATER | 1 MGAL | $1.00 | $10.00 | $5.50 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 608E10000 4" CONCRETE WALK | 3,497 SF | $10 | $35k | 25% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 99 SY | $155 | $15k | 11% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $11,500 | $12k | 8% |
| 608E52001 CURB RAMP, AS PER PLAN | 197 SF | $50 | $10k | 7% |
| 304E20000 AGGREGATE BASE | 33 CY | $225 | $7k | 5% |
| 202E23000 PAVEMENT REMOVED | 55 SY | $120 | $7k | 5% |
| 203E10000 EXCAVATION | 80 CY | $75 | $6k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $6,000 | $6k | 4% |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1 | $5k | 4% |
| 609E24510 CURB, TYPE 4-C | 200 FT | $25 | $5k | 4% |