HIG-SR 134-07.82
HIG County · est $0.6M
Bid dateThursday, March 30—
HIG 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 · 34 more items below.
| Item | Quantity | R1Axis Civil Construction LLC | R2D G M INC | R3Coopers Excavating LLC | R4Eclipse CO LLC | R5Sunesis Construction CO | R6Double Z Construction Company | R7John R Jurgensen Company | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 611E96321 14' X 7' CONDUIT, TYPE A, 706.05, AS PER PLAN | 96 FT | $2,090 | $2,300 | $1,600 | $2,000 | $2,432 | $1,900 | $2,002 | 47% |
| 851E10000 PRECAST GRAVITY AND SEMIGRAVITY RETAINING WALL | 360 SF | $90.00 | $100 | $114 | $94.00 | $106 | $85.00 | $130 | 8% |
| 511E46510 |
| Item | Quantity | R1Axis Civil Construction LLC | R2D G M INC | R3Coopers Excavating LLC | R4Eclipse CO LLC | R5Sunesis Construction CO | R6Double Z Construction Company | R7John R Jurgensen Company |
|---|---|---|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 269 SY | $9.00 | $10.00 | $20.00 | $11.00 | $14.71 | $24.00 | $46.21 |
| 202E38000 GUARDRAIL REMOVED | 400 FT | $5.00 | $1.00 | $6.00 | $3.50 | $3.88 | $4.00 | $8.50 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 4 EACH |
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 →
| 46 CY |
| $525 |
| $700 |
| $650 |
| $900 |
| $658 |
| $810 |
| $1,145 |
| 6% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20,000 | $40,000 | $43,078 | $34,122 | $20,000 | $20,000 | 5% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $14,000 | $22,000 | $25,000 | $10,000 | $10,432 | $40,000 | $14,203 | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 34 CY | $380 | $400 | $495 | $400 | $499 | $470 | $1,200 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 47 CY | $260 | $425 | $460 | $405 | $464 | $476 | $1,500 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $12,000 | $3,000 | $1,000 | $21,000 | $15,493 | $23,500 | $6,234 | 3% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $12,000 | $3,000 | $35,000 | $11,000 | $4,148 | $40,000 | $1,212 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 4,070 LB | $2.50 | $2.50 | $2.00 | $5.00 | $2.80 | $3.10 | $2.92 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $12,000 | $10,000 | $5,000 | $2,018 | $2,600 | $13,005 | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 50 CY | $180 | $255 | $375 | $355 | $444 | $417 | $475 | 2% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $180 | $140 | $300 | $348 | $444 | $250 | $340 | 2% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (22 CY | $380 | $405 | $490 | $385 | $494 | $452 | $1,200 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $7,500 | $16,000 | $10,000 | $15,000 | $3,508 | $15,000 | $4,427 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,500 | $4,500 | $10,000 | $7,500 | $3,026 | $10,000 | $4,804 | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $7,480 | $7,500 | $6,955 | $6,000 | $3,508 | $6,000 | $6,955 | 2% |
| 253E02000 PAVEMENT REPAIR | 50 CY | $140 | $340 | $375 | $440 | $454 | $517 | $475 | 2% |
| 512E33000 TYPE 2 WATERPROOFING | 367 SY | $18.00 | $15.00 | $18.25 | $22.00 | $51.60 | $31.00 | $23.50 | 2% |
| 851E15000 WALL DRAINAGE SYSTEM | 1 LS | $6,500 | $2,500 | $2,000 | $2,859 | $7,393 | $5,000 | $11,226 | 2% |
| $250 |
| $300 |
| $100 |
| $395 |
| $302 |
| $440 |
| $300 |
| 203E10000 EXCAVATION | 3 CY | $35.00 | $100 | $500 | $118 | $167 | $150 | $119 |
| 203E20000 EMBANKMENT | 215 CY | $28.00 | $30.00 | $40.00 | $35.00 | $19.89 | $55.00 | $28.10 |
| 204E10000 SUBGRADE COMPACTION | 507 SY | $3.00 | $6.00 | $1.00 | $1.00 | $3.42 | $10.00 | $3.99 |
| 659E10000 SEEDING AND MULCHING | 856 SY | $3.60 | $4.00 | $2.25 | $3.25 | $3.10 | $8.20 | $1.75 |
| 659E14000 REPAIR SEEDING AND MULCHING | 43 SY | $3.60 | $0.05 | $2.50 | $1.00 | $2.52 | $3.60 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.12 TON | $1,400 | $1,000 | $1,400 | $2,632 | $1,412 | $1,400 | $1,500 |
| 659E31000 LIME | 0.18 ACRE | $100 | $100 | $450 | $211 | $454 | $100 | $200 |
| 659E35000 WATER | 4.6 MGAL | $1.00 | $1.00 | $1.00 | $21.00 | $1.01 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 88 FT | $16.00 | $25.00 | $15.30 | $17.00 | $25.25 | $31.00 | $48.76 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 46 FT | $5.00 | $12.00 | $10.00 | $11.00 | $10.09 | $2.50 | $10.87 |
| 304E20000 AGGREGATE BASE | 49 CY | $110 | $80.00 | $85.00 | $65.00 | $110 | $165 | $150 |
| 407E10000 TACK COAT | 64 GAL | $4.00 | $2.50 | $15.00 | $2.50 | $15.13 | $2.94 | $10.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 48 CY | $110 | $100 | $100 | $99.00 | $141 | $120 | $147 |
| 621E00100 RPM | 3 EACH | $554 | $550 | $554 | $925 | $559 | $925 | $554 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 3 EACH | $50.00 | $1.00 | $5.00 | $29.00 | $50.19 | $30.00 | $37.62 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.08 MILE | $15,900 | $17,000 | $15,900 | $15,003 | $16,040 | $14,250 | $15,900 |
| 642E00300 CENTER LINE, TYPE 1 | 0.04 MILE | $21,200 | $23,000 | $21,200 | $29,331 | $21,387 | $27,859 | $21,200 |
| 407E10000 TACK COAT | 50 GAL | $3.00 | $2.50 | $15.00 | $2.50 | $15.13 | $2.94 | $10.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 8 HOUR | $75.00 | $50.00 | $50.00 | $68.00 | $65.57 | $65.00 | $90.70 |
| 616E10000 WATER | 1 MGAL | $1.00 | $1.00 | $1.00 | $97.00 | $157 | $50.00 | $1,459 |
| 202E20010 HEADWALL REMOVED | 2 EACH | $2,500 | $1,000 | $100 | $2,000 | $817 | $425 | $2,621 |
| 202E23500 WEARING COURSE REMOVED | 39 SY | $12.00 | $15.00 | $13.30 | $125 | $9.70 | $50.00 | $46.37 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $2,600 | $3,000 | $2,500 | $4,200 | $3,324 | $2,400 | $1,653 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 68 SY | $50.00 | $40.00 | $30.00 | $26.00 | $51.60 | $58.00 | $40.00 |
| 601E32110 ROCK CHANNEL PROTECTION, TYPE B WITH AGGREGATE FIL | 56 CY | $100 | $90.00 | $87.50 | $103 | $228 | $140 | $243 |
| 851E11000 NATURAL SOIL | 7 CY | $35.00 | $25.00 | $50.00 | $130 | $49.84 | $88.00 | $88.53 |
| 851E14000 ON-SITE ASSISTANCE | 2 DAY | $500 | $750 | $100 | $1,053 | $605 | $2,000 | $900 |
| 851E15500 PGSRW INSPECTION AND COMPACTION TESTING | 1 LS | $6,000 | $1,000 | $100 | $958 | $7,803 | $2,500 | $1,800 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $4,000 | $16,000 | $30,000 | $10,000 | $0.01 | $4,700 | $3,575 |
| 619E16000 FIELD OFFICE, TYPE A | 3 MNTH | $1,200 | $750 | $500 | $684 | $1,025 | $2,500 | $1,562 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E96321 14' X 7' CONDUIT, TYPE A, 706.05, AS PER PLAN | 96 FT | $2,090 | $201k | 40% |
| 851E10000 PRECAST GRAVITY AND SEMIGRAVITY RETAINING WALL | 360 SF | $90 | $32k | 7% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 46 CY | $525 | $24k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 4% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $14,000 | $14k | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 34 CY | $380 | $13k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 47 CY | $260 | $12k | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $12,000 | $12k | 2% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $12,000 | $12k | 2% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 4,070 LB | $2.5 | $10k | 2% |