WAR-SR 123-16.79
WAR County · est $0.8M
Bid dateThursday, April 9—
WAR County · est $0.8M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 47 more items below.
| Item | Quantity | R1Barrett Paving Materials INC | R2John R Jurgensen Company | R3Sunesis Construction CO | % of bid |
|---|---|---|---|---|---|
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 395 CY | $355 | $420 | $420 | 19% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, T=2" | 7,099 SY | $10.00 | $5.50 | $5.50 | 10% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 671 CY | $105 | $94.40 | $103 | 10% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 315 CY | $220 | $300 | $300 | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $65,000 | $30,449 | $57,011 | 9% |
| 253E02000 PAVEMENT REPAIR | 118 CY | $450 | $765 | $795 | 7% |
| 304E20000 AGGREGATE BASE | 321 CY | $115 |
| Item | Quantity | R1Barrett Paving Materials INC | R2John R Jurgensen Company | R3Sunesis Construction CO |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $1,018 | $6,739 |
| 202E38000 GUARDRAIL REMOVED | 422 FT | $6.00 | $6.00 | $6.00 |
| 204E10000 SUBGRADE COMPACTION | 1,999 SY | $2.00 | $2.28 | $1.41 |
| 204E45000 PROOF ROLLING | 1 HOUR | $1,850 | $239 | $511 |
| 204E50000 GEOTEXTILE FABRIC | 1,999 SY | $2.25 | $3.18 | $1.25 |
| 209E72000 |
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 →
| $95.12 |
| $108 |
| 5% |
| 204E13000 EXCAVATION OF SUBGRADE | 671 CY | $50.00 | $46.34 | $57.74 | 5% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (111 CY | $300 | $380 | $380 | 5% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 78 CY | $375 | $475 | $475 | 4% |
| 202E23000 PAVEMENT REMOVED | 1,863 SY | $15.00 | $8.41 | $5.19 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $40,000 | $82,229 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $5,283 | $7,300 | 2% |
| 606E15200 GUARDRAIL, TYPE MGS HALF POST SPACING WITH LONG PO | 312.5 FT | $47.50 | $47.50 | $47.50 | 2% |
| 203E10000 EXCAVATION | 292 CY | $45.00 | $20.15 | $59.15 | 2% |
| 203E20000 EMBANKMENT | 356 CY | $35.00 | $30.36 | $19.49 | 2% |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $8,500 | $5,914 | $3,000 | 1% |
| 644E00104 EDGE LINE, 6" | 1.67 MILE | $4,670 | $4,670 | $4,595 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,971 | $4,130 | $5,835 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 225 FT | $27.25 | $27.25 | $27.25 | 1% |
| 6 STA |
| $225 |
| $615 |
| $410 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 50 FT | $31.50 | $31.50 | $31.50 |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 62.5 FT | $40.00 | $40.00 | $40.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,275 | $1,275 | $1,275 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $400 | $677 | $227 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 5 SY | $100 | $562 | $351 |
| 659E00300 TOPSOIL | 41 CY | $125 | $132 | $45.00 |
| 659E10000 SEEDING AND MULCHING | 370 SY | $4.00 | $4.00 | $20.76 |
| 659E14000 REPAIR SEEDING AND MULCHING | 19 SY | $4.00 | $4.00 | $2.20 |
| 659E15000 INTER-SEEDING | 19 SY | $1.00 | $1.00 | $2.20 |
| 659E20000 COMMERCIAL FERTILIZER | 0.05 TON | $2,500 | $2,500 | $1,400 |
| 659E31000 LIME | 0.08 ACRE | $200 | $200 | $450 |
| 659E35000 WATER | 2 MGAL | $1.00 | $1.00 | $0.01 |
| 670E00720 DITCH EROSION PROTECTION MAT, TYPE B | 560 SY | $3.15 | $3.15 | $3.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 |
| 605E05200 4" UNCLASSIFIED PIPE UNDERDRAINS | 25 FT | $10.00 | $74.31 | $36.80 |
| 605E31100 AGGREGATE DRAINS | 245 FT | $20.00 | $43.15 | $19.52 |
| 611E00406 4" CONDUIT, TYPE F | 25 FT | $10.00 | $63.42 | $52.92 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $250 | $770 | $796 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, T=3" | 310 SY | $13.00 | $25.00 | $25.00 |
| 407E20000 NON-TRACKING TACK COAT | 908 GAL | $4.00 | $5.00 | $5.00 |
| 617E10100 COMPACTED AGGREGATE | 18 CY | $225 | $307 | $174 |
| 620E31200 REMOVAL OF DELINEATOR | 9 EACH | $10.00 | $20.00 | $10.00 |
| 621E00100 RPM | 72 EACH | $62.65 | $62.65 | $62.65 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 72 EACH | $8.00 | $20.74 | $31.14 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 14 EACH | $15.00 | $15.00 | $14.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 70 FT | $15.00 | $15.00 | $15.00 |
| 630E08600 SIGN POST REFLECTOR | 5 EACH | $50.00 | $50.00 | $50.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 5 EACH | $50.00 | $50.00 | $50.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 5 EACH | $30.00 | $30.00 | $30.00 |
| 630E97700 SIGNING, MISC.:LED FLASHER REINSTALLATION | 2 EACH | $1,350 | $1,350 | $1,350 |
| 644E00300 CENTER LINE | 0.13 MILE | $7,185 | $7,185 | $15,000 |
| 644E00500 STOP LINE | 114 FT | $9.00 | $9.00 | $10.00 |
| 644E01360 WRONG WAY ARROW | 4 EACH | $269 | $269 | $373 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $100 | $137 | $85.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,600 | $5,600 | $5,400 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $925 | $925 | $925 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.13 MILE | $2,670 | $2,670 | $25,000 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.13 MILE | $2,670 | $2,670 | $25,000 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.25 MILE | $1,780 | $1,780 | $12,500 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 1.67 MILE | $1,780 | $1,780 | $5,232 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 114 FT | $7.40 | $7.40 | $5.00 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 395 CY | $355 | $140k | 17% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, T=2" | 7,099 SY | $10 | $71k | 9% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 671 CY | $105 | $70k | 9% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 315 CY | $220 | $69k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $65,000 | $65k | 8% |
| 253E02000 PAVEMENT REPAIR | 118 CY | $450 | $53k | 6% |
| 304E20000 AGGREGATE BASE | 321 CY | $115 | $37k | 5% |
| 204E13000 EXCAVATION OF SUBGRADE | 671 CY | $50 | $34k | 4% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (111 CY | $300 | $33k | 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 78 CY | $375 | $29k | 4% |