VAN-SR 116-02.16/11.67
VAN County · est $0.6M
Bid dateThursday, January 13—
VAN 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 · 38 more items below.
| Item | Quantity | R1Eclipse CO LLC | R2Vernon Nagel INC | R3Belgray, INC | % of bid |
|---|---|---|---|---|---|
| 611E94910 8' X 6' CONDUIT, TYPE A, 706.05 | 134 FT | $842 | $955 | $1,050 | 22% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 30 CY | $1,800 | $1,800 | $1,325 | 11% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 9,250 LB | $5.00 | $2.00 | $2.00 | 9% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 64 CY | $667 | $700 | $1,150 | 8% |
| 624E10000 MOBILIZATION | 1 LS | $29,055 | $20,000 | $20,000 | 6% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 189 CY | $127 | $169 | $180 | 5% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,000 | $18,000 | $8,800 | 4% |
| 659E00300 TOPSOIL | 545 CY | $32.00 | $25.00 | $55.00 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 48 CY | $355 | $400 | $475 | 3% |
| 304E20000 AGGREGATE BASE | 223 CY | $70.00 | $83.36 | $105 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $15,400 | $5,500 | $22,000 | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $15,000 | $18,000 | $15,000 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $5,000 | $10,294 | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 35 CY | $420 | $500 | $500 | 3% |
| 203E10000 EXCAVATION | 863 CY | $16.00 | $28.00 | $37.00 | 3% |
| 611E04600 12" CONDUIT, TYPE C | 182 FT | $71.00 | $60.00 | $60.00 | 3% |
| 611E04900 12" CONDUIT, TYPE D | 205 FT | $60.00 | $82.00 | $60.00 | 2% |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 120 CY | $102 | $120 | $130 | 2% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $12,000 | $40,000 | $23,000 | 2% |
| 253E02000 PAVEMENT REPAIR | 20 CY | $600 | $450 | $500 | 2% |
| Item | Quantity | R1Eclipse CO LLC | R2Vernon Nagel INC | R3Belgray, INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $9,000 | $2,000 | $5,000 |
| 202E23000 PAVEMENT REMOVED | 303 SY | $10.00 | $20.00 | $19.00 |
| 202E23500 WEARING COURSE REMOVED | 233 SY | $25.00 | $25.00 | $40.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 694 FT | $17.00 | $10.00 | $13.00 |
| 203E20000 EMBANKMENT | 372 CY | $15.00 | $22.00 | $52.00 |
| 204E10000 SUBGRADE COMPACTION | 576 SY | $1.00 |
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 →
| $1.00 |
| $9.00 |
| 601E11000 RIPRAP, TYPE D | 24 SY | $412 | $800 | $210 |
| 659E10000 SEEDING AND MULCHING | 4,917 SY | $2.00 | $1.75 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.67 TON | $584 | $500 | $750 |
| 659E35000 WATER | 27 MGAL | $1.00 | $1.00 | $90.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 100 SY | $21.00 | $35.00 | $70.00 |
| 512E33000 TYPE 2 WATERPROOFING | 375 SY | $19.00 | $22.00 | $19.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 70 SF | $7.00 | $8.00 | $20.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $1,755 | $7,500 | $7,600 |
| 602E20000 CONCRETE MASONRY | 0.8 CY | $2,656 | $3,000 | $3,500 |
| 605E31100 AGGREGATE DRAINS | 134 FT | $17.00 | $16.00 | $27.00 |
| 611E01500 6" CONDUIT, TYPE F | 182 FT | $27.00 | $30.00 | $22.00 |
| 611E02600 8" CONDUIT, TYPE F | 11 FT | $38.00 | $56.00 | $55.00 |
| 611E03100 10" CONDUIT, TYPE B | 53 FT | $55.00 | $48.00 | $50.00 |
| 611E03600 10" CONDUIT, TYPE E | 10 FT | $40.00 | $32.00 | $50.00 |
| 611E04400 12" CONDUIT, TYPE B | 10 FT | $74.00 | $37.00 | $125 |
| 611E98470 CATCH BASIN, NO. 2-2B | 2 EACH | $2,668 | $1,800 | $1,600 |
| 407E20000 NON-TRACKING TACK COAT | 53 GAL | $5.00 | $1.00 | $1.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 39 FT | $28.00 | $14.00 | $22.00 |
| 630E80100 SIGN, FLAT SHEET | 7.2 SF | $25.00 | $28.00 | $25.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 3 EACH | $82.00 | $15.00 | $100 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $220 | $75.00 | $200 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $96.00 | $15.00 | $100 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.36 MILE | $5,252 | $2,250 | $4,180 |
| 642E00300 CENTER LINE, TYPE 1 | 0.18 MILE | $7,000 | $4,500 | $5,570 |
| 304E20000 AGGREGATE BASE | 20 CY | $68.00 | $98.44 | $100 |
| 407E20000 NON-TRACKING TACK COAT | 60 GAL | $5.00 | $1.00 | $1.00 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 10 CY | $540 | $450 | $475 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.18 MILE | $16,500 | $10,000 | $8,615 |
| 616E10000 WATER | 3 MGAL | $47.00 | $10.00 | $90.00 |
| 617E10100 COMPACTED AGGREGATE | 20 CY | $122 | $50.00 | $85.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,000 | $7,500 | $7,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E94910 8' X 6' CONDUIT, TYPE A, 706.05 | 134 FT | $842 | $113k | 18% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 30 CY | $1,800 | $54k | 8% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 9,250 LB | $5 | $46k | 7% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 64 CY | $667 | $43k | 7% |
| 624E10000 MOBILIZATION | 1 LS | $29,055 | $29k | 5% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 189 CY | $127 | $24k | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $20,000 | $20k | 3% |
| 659E00300 TOPSOIL | 545 CY | $32 | $17k | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 48 CY | $355 | $17k | 3% |
| 304E20000 AGGREGATE BASE | 223 CY | $70 | $16k | 2% |