MOT-Sycamore Creek Bridge Replac
MOT County · est $0.5M
Bid dateThursday, February 13—
MOT County · est $0.5M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 28 more items below.
| Item | Quantity | R1R B Jergens Contractors INC | R2Double Z Construction Company | R3Brumbaugh Construction INC | R4Kt Holden Construction LLC | R5John R Jurgensen Company | R6Sunesis Construction CO | R7Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 515E12040 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 5 EACH | $17,733 | $17,150 | $30,000 | $17,000 | $19,468 | $19,702 | $22,500 | 23% |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $39,311 | $17,000 | $30,000 | $13,000 | $16,708 | $123,880 | $50,000 | 10% |
| Item | Quantity | R1R B Jergens Contractors INC | R2Double Z Construction Company | R3Brumbaugh Construction INC | R4Kt Holden Construction LLC | R5John R Jurgensen Company | R6Sunesis Construction CO | R7Complete General Construction Company |
|---|---|---|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 314 SY | $8.76 | $7.00 | $10.00 | $5.70 | $6.92 | $12.41 | $15.00 |
| 203E10000 EXCAVATION | 144 CY | $32.85 | $35.00 | $25.00 | $19.00 | $41.66 | $49.73 | $40.00 |
| 203E20000 |
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 →
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 24 CY | $1,511 | $1,850 | $2,200 | $1,550 | $2,685 | $2,372 | $1,900 | 9% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (36 CY | $588 | $485 | $450 | $352 | $485 | $580 | $485 | 5% |
| 517E76300 RAILING, MISC.: WOOD FENCE WITH STEEL POSTS | 124 FT | $151 | $140 | $160 | $140 | $140 | $140 | $130 | 5% |
| 619E16000 FIELD OFFICE, TYPE A | 6 MNTH | $2,646 | $1,500 | $500 | $1,940 | $1,835 | $2,052 | $2,000 | 4% |
| 659E00300 TOPSOIL | 231 CY | $67.53 | $65.00 | $60.00 | $35.00 | $50.19 | $65.00 | $25.00 | 4% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $15,121 | $12,000 | $5,000 | $14,500 | $6,518 | $8,094 | $25,000 | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $14,116 | $23,000 | $25,000 | $32,320 | $20,194 | $29,485 | $45,000 | 4% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 11 CY | $1,259 | $1,300 | $1,500 | $1,670 | $1,918 | $1,471 | $3,000 | 4% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,839 | $5,000 | $10,000 | $9,865 | $3,499 | $4,408 | $6,000 | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 6,084 LB | $2.08 | $1.80 | $1.50 | $1.80 | $2.35 | $1.91 | $2.50 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $11,738 | $30,000 | $26,968 | $27,900 | $20,000 | $44,472 | $33,500 | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 18 CY | $625 | $515 | $450 | $482 | $515 | $580 | $515 | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 15 CY | $728 | $925 | $1,100 | $840 | $1,350 | $1,291 | $2,000 | 3% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $10,395 | $20,000 | $10,000 | $33,700 | $31,736 | $420 | $15,000 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,321 | $5,000 | $5,000 | $88,130 | $6,493 | $33,674 | $20,000 | 3% |
| 304E20000 AGGREGATE BASE | 142 CY | $72.44 | $105 | $75.00 | $85.00 | $110 | $96.36 | $95.00 | 3% |
| 507E00550 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 200 FT | $49.14 | $50.00 | $90.00 | $76.00 | $62.98 | $50.46 | $50.00 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $8,830 | $7,000 | $2,000 | $5,400 | $63,266 | $3,969 | $35,000 | 2% |
| 436 CY |
| $14.86 |
| $36.00 |
| $25.00 |
| $21.50 |
| $38.13 |
| $41.39 |
| $45.00 |
| 204E10000 SUBGRADE COMPACTION | 1,232 SY | $4.32 | $7.00 | $1.00 | $2.25 | $2.73 | $4.79 | $6.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 31 CY | $39.03 | $65.00 | $25.00 | $5.50 | $56.46 | $116 | $25.00 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 27 CY | $242 | $135 | $100 | $200 | $245 | $198 | $150 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 1,139 SY | $3.95 | $8.50 | $5.00 | $2.30 | $5.75 | $5.03 | $5.75 |
| 659E14000 REPAIR SEEDING AND MULCHING | 104 SY | $3.95 | $3.80 | $1.00 | $2.30 | $5.75 | $3.80 | $5.75 |
| 659E15000 INTER-SEEDING | 104 SY | $3.95 | $3.80 | $1.00 | $2.30 | $5.75 | $3.80 | $5.75 |
| 659E20000 COMMERCIAL FERTILIZER | 0.29 TON | $790 | $760 | $900 | $760 | $850 | $760 | $850 |
| 659E31000 LIME | 0.43 ACRE | $51.93 | $50.00 | $1.00 | $50.00 | $50.00 | $50.00 | $50.00 |
| 659E35000 WATER | 12 MGAL | $51.94 | $50.00 | $1.00 | $50.00 | $1.00 | $50.00 | $1.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,870 | $3,000 | $2,500 | $3,500 | $2,575 | $2,575 | $1,800 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $6,233 | $8,700 | $8,500 | $4,200 | $5,550 | $2,100 | $9,800 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $6,233 | $6,000 | $6,000 | $5,400 | $5,317 | $5,317 | $6,000 |
| 832E30000 EROSION CONTROL | 8,200 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 407E10000 TACK COAT | 35 GAL | $6.06 | $5.00 | $20.00 | $18.40 | $5.00 | $15.00 | $5.00 |
| 507E00500 12" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 160 FT | $15.16 | $35.00 | $5.00 | $10.70 | $116 | $63.95 | $85.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 49 SY | $77.92 | $41.00 | $25.00 | $65.00 | $75.00 | $75.00 | $75.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 27 SF | $6.93 | $11.00 | $4.00 | $5.80 | $17.16 | $4.96 | $30.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 44 FT | $49.06 | $30.00 | $40.00 | $58.00 | $55.00 | $107 | $55.00 |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY ( | 20 EACH | $149 | $130 | $120 | $178 | $217 | $172 | $133 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 25 CY | $122 | $115 | $80.00 | $95.00 | $177 | $120 | $125 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 124 FT | $31.85 | $21.00 | $15.00 | $29.20 | $18.00 | $18.00 | $18.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 44 FT | $12.91 | $7.50 | $15.00 | $19.50 | $11.87 | $9.46 | $15.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 48 FT | $17.37 | $7.50 | $15.00 | $29.00 | $46.19 | $4.89 | $25.00 |
| 523E20000 DYNAMIC LOAD TESTING | 1 EACH | $3,569 | $5,000 | $8,000 | $3,435 | $3,435 | $6,207 | $12,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,753 | $9,000 | $7,500 | $13,000 | $4,884 | $5,300 | $4,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E12040 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEM | 5 EACH | $17,733 | $89k | 19% |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $39,311 | $39k | 8% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 24 CY | $1,511 | $36k | 8% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (36 CY | $588.13 | $21k | 4% |
| 517E76300 RAILING, MISC.: WOOD FENCE WITH STEEL POSTS | 124 FT | $150.6 | $19k | 4% |
| 619E16000 FIELD OFFICE, TYPE A | 6 MNTH | $2,646 | $16k | 3% |
| 659E00300 TOPSOIL | 231 CY | $67.53 | $16k | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $15,121 | $15k | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $14,116 | $14k | 3% |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 11 CY | $1,259 | $14k | 3% |