WIL-SR 66-00.00/00.63 Pav/Brdg (PART ONE AND PART TWO)
WIL County · est $0.8M
Bid dateThursday, February 1—
WIL County · est $0.8M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 10%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 64 more items below.
| Item | Quantity | R1Miller Bros Const INC | R2Vernon Nagel INC | R3Armstrong Steel Erectors INC | % of bid |
|---|---|---|---|---|---|
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 196 CY | $950 | $1,050 | $775 | 25% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 747 CY | $160 | $170 | $160 | 16% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $59,000 | $75,000 | $105,000 | 8% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 245 SY | $225 | $225 | $240 | 7% |
| 253E02000 PAVEMENT REPAIR | 275 CY | $192 |
| Item | Quantity | R1Miller Bros Const INC | R2Vernon Nagel INC | R3Armstrong Steel Erectors INC |
|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 498 SY | $8.50 | $13.00 | $7.50 |
| 202E38000 GUARDRAIL REMOVED | 174 FT | $2.00 | $3.00 | $1.50 |
| 202E42206 ANCHOR ASSEMBLY REMOVED | 4 EACH | $150 | $150 | $150 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH | $85.00 | $65.00 | $65.00 |
| 202E53100 MAILBOX REMOVED | 2 EACH | $50.00 | $5.00 | $5.00 |
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 →
| $192 |
| $195 |
| 7% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 45,301 LB | $1.15 | $1.00 | $0.83 | 7% |
| 601E32210 ROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FIL | 368 CY | $90.00 | $100 | $105 | 4% |
| 614E11000 MAINTAINING TRAFFIC(PART ONE AND PART TWO) | 1 LS | $25,000 | $7,500 | $35,000 | 3% |
| 619E16010 FIELD OFFICE, TYPE B(PART ONE AND PART TWO) | 12 MNTH | $1,900 | $1,500 | $1,500 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE | — | $1.25 | $1.25 | $0.90 | 3% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 169 FT | $129 | $140 | $140 | 3% |
| 624E10000 MOBILIZATION(PART ONE AND PART TWO) | 1 LS | $20,000 | $20,000 | $20,000 | 3% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 18 CY | $900 | $850 | $1,250 | 2% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 170 CY | $90.00 | $70.00 | $45.00 | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 57 CY | $183 | $190 | $183 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $8,500 | $12,500 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING(PART ONE | 1 LS | $10,000 | $4,122 | $7,500 | 1% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 49 CY | $185 | $175 | $185 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 4 EACH | $1,975 | $1,860 | $1,860 | 1% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $1,920 | $1,930 | $1,930 | 1% |
| 203E10000 EXCAVATION |
| 108 CY |
| $24.00 |
| $20.00 |
| $13.50 |
| 203E20000 EMBANKMENT | 14 CY | $24.00 | $25.00 | $75.00 |
| 204E10000 SUBGRADE COMPACTION | 767 SY | $1.25 | $1.00 | $5.00 |
| 209E60500 LINEAR GRADING | 0.04 MILE | $1,800 | $800 | $1,800 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 0.04 MILE | $2,800 | $800 | $2,800 |
| 606E15050 GUARDRAIL, TYPE MGS | 187.5 FT | $16.30 | $16.40 | $16.40 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 2 EACH | $105 | $145 | $145 |
| 616E10000 WATER | 2 MGAL | $80.00 | $1.00 | $350 |
| 659E00300 TOPSOIL | 12 CY | $40.00 | $45.00 | $50.00 |
| 659E10000 SEEDING AND MULCHING | 111 SY | $16.00 | $15.00 | $14.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 6 SY | $5.00 | $0.40 | $0.40 |
| 659E15000 INTER-SEEDING | 6 SY | $3.00 | $0.10 | $0.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.02 TON | $500 | $475 | $475 |
| 659E31000 LIME | 0.02 ACRE | $10.00 | $100 | $100 |
| 659E35000 WATER | 1 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 |
| 304E20000 AGGREGATE BASE | 101 CY | $75.00 | $65.00 | $70.00 |
| 407E10000 TACK COAT | 36 GAL | $1.80 | $1.00 | $1.80 |
| 617E10100 COMPACTED AGGREGATE | 35 CY | $65.00 | $65.00 | $65.00 |
| 618E41000 EDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) | 0.04 MILE | $25,000 | $25,000 | $3,750 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 50 LB | $1.00 | $1.50 | $1.00 |
| 626E00116 BARRIER REFLECTOR, TYPE 5, BIDIRECTIONAL | 9 EACH | $17.00 | $6.50 | $6.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 8 FT | $10.00 | $30.00 | $30.00 |
| 630E80100 SIGN, FLAT SHEET | 1 SF | $115 | $50.00 | $50.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $25.00 | $10.00 | $10.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $25.00 | $10.00 | $10.00 |
| 202E22900 APPROACH SLAB REMOVED | 134 SY | $30.00 | $30.00 | $40.00 |
| 202E23500 WEARING COURSE REMOVED | 523 SY | $5.00 | $1.25 | $7.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 386 EACH | $17.00 | $25.00 | $25.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 85 SY | $12.00 | $20.00 | $15.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 70 SF | $5.50 | $10.00 | $4.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 100 SF | $5.50 | $12.00 | $5.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 116 FT | $29.00 | $38.00 | $27.50 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 60 FT | $23.00 | $22.00 | $25.50 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 54 CY | $90.00 | $75.00 | $110 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 154 FT | $15.00 | $12.00 | $15.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 130 FT | $9.00 | $10.00 | $8.50 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 32 FT | $22.00 | $10.00 | $12.50 |
| 526E90020 TYPE B INSTALLATION | 54 SY | $50.00 | $40.00 | $75.00 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 2 CY | $75.00 | $125 | $200 |
| 209E60500 LINEAR GRADING | 2 MILE | $1,800 | $800 | $1,800 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 1.95 MILE | $2,800 | $800 | $2,800 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 1 EACH | $500 | $750 | $750 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 |
| 407E10000 TACK COAT | 1,505 GAL | $1.80 | $1.00 | $1.80 |
| 617E10100 COMPACTED AGGREGATE | 95 CY | $65.00 | $65.00 | $65.00 |
| 618E41000 EDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) | 2 MILE | $2,275 | $2,275 | $3,750 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 1,284 LB | $1.00 | $1.50 | $1.00 |
| 621E00100 RPM | 81 EACH | $48.00 | $48.00 | $46.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 54 EACH | $5.00 | $16.21 | $12.00 |
| 642E00094 EDGE LINE, 6" | 2.04 MILE | $700 | $700 | $1,385 |
| 642E00290 CENTER LINE | 1.03 MILE | $900 | $900 | $1,530 |
| 644E00500 STOP LINE | 21 FT | $20.00 | $20.00 | $125 |
| 614E12460 WORK ZONE MARKING SIGN | 8 EACH | $200 | $200 | $200 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $150 | $150 | $225 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $60.00 | $60.00 | $75.00 |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 2 MILE | $500 | $1,292 | $1,000 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 42 FT | $2.50 | $4.31 | $3.90 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS(PART | 1 LS | $1,000 | $1,000 | $7,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 196 CY | $950 | $186k | 22% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 747 CY | $160 | $120k | 14% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $59,000 | $59k | 7% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 245 SY | $225 | $55k | 6% |
| 253E02000 PAVEMENT REPAIR | 275 CY | $192 | $53k | 6% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 45,301 LB | $1.15 | $52k | 6% |
| 601E32210 ROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FIL | 368 CY | $90 | $33k | 4% |
| 614E11000 MAINTAINING TRAFFIC(PART ONE AND PART TWO) | 1 LS | $25,000 | $25k | 3% |
| 619E16010 FIELD OFFICE, TYPE B(PART ONE AND PART TWO) | 12 MNTH | $1,900 | $23k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE | — | $1.25 | $22k | 3% |