SEN-SR 19-01.97 Bridge Rehab.
SEN County · est $0.4M
Bid dateThursday, December 17—
SEN County · est $0.4M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 31 more items below.
| Item | Quantity | R1Great Lakes Demolition Company | R2Rietschlin Construction INC | R3Vernon Nagel INC | R4Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|---|
| 515E12030 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 8 EACH | $9,400 | $9,700 | $14,250 | $11,496 | 27% |
| 526E15000 REINFORCED CONCRETE APPROACH SLABS (T=13") | 142 SY | $250 | $205 | $225 | $311 | 13% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 28 CY | $850 | $1,815 | $1,800 | $1,769 | 8% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 86 CY | $185 | $200 | $222 | $229 | 6% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 7,708 LB | $2.00 | $1.25 | $1.25 | $1.76 | 5% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 84.83 FT | $160 | $141 | $120 |
| Item | Quantity | R1Great Lakes Demolition Company | R2Rietschlin Construction INC | R3Vernon Nagel INC | R4Eclipse CO LLC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,500 | $2,600 | $2,000 | $4,310 |
| 202E38000 GUARDRAIL REMOVED | 487.5 FT | $2.00 | $3.50 | $2.50 | $1.89 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 3 EACH | $275 | $150 | $145 | $153 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $250 | $350 | $100 | $105 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED |
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 →
| $134 |
| 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 59 CY | $225 | $234 | $240 | $248 | 5% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,600 | $2,214 | $2,050 | $2,158 | 4% |
| 202E23000 PAVEMENT REMOVED | 524 SY | $19.00 | $9.00 | $12.00 | $13.99 | 4% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 12 CY | $750 | $712 | $1,300 | $997 | 3% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, (MASH 2016) | 3 EACH | $2,900 | $2,470 | $2,280 | $2,400 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 487.5 FT | $17.80 | $19.00 | $17.50 | $18.31 | 3% |
| 526E90010 TYPE A INSTALLATION | 64 FT | $135 | $130 | $125 | $264 | 3% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $6,500 | $40,000 | $30,000 | $43,572 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $6,000 | $18,000 | $10,000 | $29,539 | 2% |
| 304E20000 AGGREGATE BASE | 87 CY | $65.00 | $82.00 | $60.00 | $53.43 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,200 | $5,000 | $10,000 | $11,500 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 200 SY | $20.00 | $19.00 | $12.00 | $11.48 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $4,000 | $3,300 | $3,500 | $7,500 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $4,000 | $2,300 | $5,000 | $9,500 | 1% |
| 4 EACH |
| $85.00 |
| $300 |
| $65.00 |
| $68.41 |
| 203E10000 EXCAVATION | 80 CY | $20.00 | $35.00 | $20.00 | $33.46 |
| 204E10000 SUBGRADE COMPACTION | 522 SY | $2.00 | $2.00 | $1.00 | $2.25 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 8 STA | $75.00 | $260 | $35.00 | $662 |
| 209E60200 LINEAR GRADING | 8 STA | $75.00 | $300 | $50.00 | $662 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,020 | $1,053 | $975 | $1,026 |
| 659E10000 SEEDING AND MULCHING | 600 SY | $2.00 | $6.50 | $5.00 | $5.40 |
| 659E20000 COMMERCIAL FERTILIZER | 0.06 TON | $2,000 | $800 | $575 | $629 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 407E20000 NON-TRACKING TACK COAT | 82 GAL | $4.00 | $8.50 | $2.00 | $2.06 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 3 EACH | $75.00 | $45.00 | $12.00 | $10.29 |
| 626E00116 BARRIER REFLECTOR, TYPE 5, BIDIRECTIONAL | 18 EACH | $9.00 | $10.00 | $8.00 | $8.89 |
| 202E22900 APPROACH SLAB REMOVED | 178 SY | $21.00 | $31.00 | $40.00 | $35.75 |
| 202E23500 WEARING COURSE REMOVED | 316 SY | $9.00 | $8.00 | $10.00 | $7.98 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 36 CY | $50.00 | $215 | $100 | $107 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 144 EACH | $20.00 | $21.50 | $22.00 | $16.09 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 52 SY | $35.00 | $16.00 | $10.00 | $14.86 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 20 SF | $2.00 | $9.00 | $12.00 | $18.46 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 78 FT | $25.00 | $26.50 | $38.00 | $35.54 |
| 516E31000 JOINT SEALER, 705.04 | 64 FT | $15.00 | $35.50 | $20.00 | $10.93 |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 32 EACH | $80.00 | $102 | $125 | $110 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 22 CY | $90.00 | $112 | $100 | $73.20 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 97 FT | $10.00 | $12.00 | $10.00 | $35.54 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 100 FT | $14.00 | $10.00 | $10.00 | $6.44 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 20 FT | $14.00 | $15.00 | $10.00 | $6.50 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 28 SF | $100 | $160 | $125 | $160 |
| 601E20000 CRUSHED AGGREGATE SLOPE PROTECTION | 8 SY | $70.00 | $66.00 | $18.00 | $68.61 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12030 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 8 EACH | $9,400 | $75k | 23% |
| 526E15000 REINFORCED CONCRETE APPROACH SLABS (T=13") | 142 SY | $250 | $36k | 11% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 28 CY | $850 | $24k | 7% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 86 CY | $185 | $16k | 5% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 7,708 LB | $2 | $15k | 5% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 84.83 FT | $160 | $14k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 59 CY | $225 | $13k | 4% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,600 | $10k | 3% |
| 202E23000 PAVEMENT REMOVED | 524 SY | $19 | $10k | 3% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 12 CY | $750 | $9k | 3% |