CLI-US 68-17.97/18.08
CLI County · est $0.7M
Bid dateThursday, November 9—
CLI County · est $0.7M
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 | R2John R Jurgensen Company | R3Fillmore Construction | R4Sunesis Construction CO | R5Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|---|
| 837E10001 LINER PIPE, AS PER PLAN, 8'-7" SPAN x 5'-7" RISE ( | 41 FT | $3,850 | $3,707 | $4,000 | $4,930 | $5,400 | 26% |
| 611E95801 12' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 64 FT | $1,950 | $2,068 | $2,500 | $2,247 | $1,800 | 21% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 103 CY | $325 | $300 | $400 | $309 | $300 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $32,000 | $9,598 | $13,000 | $2,808 | $4,000 | 5% |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 12 CY | $2,600 | $2,559 | $1,000 | $1,865 | $2,400 | 5% |
| Item | Quantity | R1Axis Civil Construction LLC | R2John R Jurgensen Company | R3Fillmore Construction | R4Sunesis Construction CO | R5Complete General Construction Company |
|---|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 228 SY | $16.00 | $36.46 | $30.00 | $32.20 | $20.00 |
| 203E10000 EXCAVATION | 191 CY | $28.00 | $29.02 | $30.00 | $26.58 | $32.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 156.25 FT | $25.00 | $24.25 | $25.00 | $24.25 | $24.25 |
| 606E17350 |
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 →
| 37 CY |
| $790 |
| $1,135 |
| $800 |
| $1,076 |
| $900 |
| 5% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $20,000 | $9,957 | $5,500 | $14,156 | $10,000 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20,000 | $25,000 | $40,900 | $20,000 | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 42 CY | $390 | $540 | $450 | $540 | $540 | 3% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $16,000 | $22,701 | $10,000 | $9,352 | $100,000 | 3% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $15,000 | $13,857 | $20,000 | $17,088 | $11,000 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $15,000 | $8,484 | $10,000 | $17,747 | $50,000 | 2% |
| 832E30000 EROSION CONTROL | 14,500 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 2% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 4,655 LB | $3.00 | $2.20 | $3.00 | $2.27 | $2.70 | 2% |
| 837E21000 BACKFILL FOR LINER PIPE | 41 FT | $300 | $563 | $500 | $301 | $300 | 2% |
| 601E11000 RIPRAP, TYPE D | 60 SY | $200 | $420 | $120 | $868 | $250 | 2% |
| 203E20000 EMBANKMENT | 396 CY | $28.00 | $35.38 | $50.00 | $26.65 | $35.00 | 2% |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $10,000 | $7,212 | $25,000 | $6,018 | $2,500 | 2% |
| 304E20000 AGGREGATE BASE | 83 CY | $120 | $137 | $100 | $154 | $145 | 2% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (22 CY | $410 | $415 | $500 | $415 | $415 | 1% |
| 100 FT |
| $30.00 |
| $25.00 |
| $25.00 |
| $25.00 |
| $25.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH | $2,600 | $2,600 | $2,600 | $2,600 | $2,600 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,350 | $1,275 | $1,275 | $1,275 | $1,275 |
| 623E40520 RIGHT-OF-WAY MONUMENT, TYPE B | 7 EACH | $850 | $970 | $3,000 | $1,603 | $400 |
| 654E11000 COMMERCIAL FERTILIZER | 0.15 TON | $1,400 | $1,500 | $1,000 | $1,400 | $1,400 |
| 659E10000 SEEDING AND MULCHING | 1,136 SY | $3.40 | $2.75 | $3.00 | $5.52 | $3.40 |
| 659E31000 LIME | 0.23 ACRE | $100 | $200 | $1,000 | $450 | $100 |
| 659E35000 WATER | 6.1 MGAL | $1.00 | $1.00 | $10.00 | $1.00 | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" DEPTH | 757 SY | $8.00 | $20.00 | $15.00 | $21.49 | $20.00 |
| 407E20000 NON-TRACKING TACK COAT | 122 GAL | $6.00 | $10.00 | $5.00 | $10.00 | $10.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 13 EACH | $12.00 | $15.00 | $15.00 | $15.00 | $15.00 |
| 621E00100 RPM | 5 EACH | $601 | $601 | $601 | $601 | $601 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 5 EACH | $60.00 | $53.46 | $25.00 | $82.93 | $40.00 |
| 644E00104 EDGE LINE, 6" | 0.11 MILE | $26,400 | $26,400 | $26,400 | $26,400 | $26,400 |
| 644E00300 CENTER LINE | 0.05 MILE | $32,060 | $32,060 | $32,060 | $32,060 | $32,060 |
| 614E12420 DETOUR SIGNING | 1 LS | $6,755 | $6,755 | $7,000 | $8,879 | $8,000 |
| 203E35141 GRANULAR MATERIAL, TYPE E, AS PER PLAN | 75 CY | $100 | $124 | $100 | $111 | $130 |
| 204E13000 EXCAVATION OF SUBGRADE | 75 CY | $35.00 | $94.71 | $50.00 | $35.67 | $45.00 |
| 204E50001 GEOTEXTILE FABRIC, AS PER PLAN | 259 SY | $3.00 | $6.23 | $3.00 | $3.98 | $5.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $2,600 | $3,358 | $1,000 | $1,027 | $2,600 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 54 SY | $20.00 | $22.00 | $30.00 | $20.00 | $22.00 |
| 512E33000 TYPE 2 WATERPROOFING | 118 SY | $23.00 | $30.00 | $30.00 | $30.00 | $30.00 |
| 512E33010 TYPE 3 WATERPROOFING | 114 SY | $45.00 | $45.00 | $50.00 | $55.00 | $45.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 34 SF | $12.00 | $11.80 | $20.00 | $5.45 | $12.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $4,500 | $3,609 | $2,500 | $2,369 | $4,000 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 33 CY | $130 | $368 | $200 | $196 | $115 |
| 202E70130 SPECIAL - PIPE CLEANOUT OVER 48" | 41 FT | $145 | $160 | $100 | $139 | $225 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $7,500 | $13,351 | $25,000 | $16,239 | $58,000 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 23 CY | $130 | $306 | $200 | $213 | $145 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,500 | $4,173 | $7,500 | $5,311 | $9,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,500 | $5,793 | $5,000 | $2,950 | $5,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 837E10001 LINER PIPE, AS PER PLAN, 8'-7" SPAN x 5'-7" RISE ( | 41 FT | $3,850 | $158k | 22% |
| 611E95801 12' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 64 FT | $1,950 | $125k | 17% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 103 CY | $325 | $33k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $32,000 | $32k | 4% |
| 511E46012 CLASS QC1 CONCRETE WITH QC/QA, RETAINING/WINGWALL | 12 CY | $2,600 | $31k | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 37 CY | $790 | $29k | 4% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $20,000 | $20k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 42 CY | $390 | $16k | 2% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $16,000 | $16k | 2% |