WIL-US 6/SR 49-03.55/02.62 Resurf
WIL County · est $3.2M
Bid dateThursday, April 23—
WIL County · est $3.2M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 7.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 60 more items below.
| Item | Quantity | R1Gerken Paving INC | % of bid |
|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (5337.7 CY | $142 | 24% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 4,691.8 CY | $157 | 23% |
| 253E02000 PAVEMENT REPAIR | 1,816 CY | $215 | 12% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 3 | 111,377 SY | $2.23 | 8% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 3,920 CY | $46.00 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $175,000 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | 3% |
| 617E10100 COMPACTED AGGREGATE | 1,404 CY | $70.00 | 3% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 34,982 FT | $2.05 | 2% |
| 451E32000 SPECIAL - PRESSURE RELIEF JOINT, TYPE C | 100 FT | $595 | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 130 CY | $450 | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 251 CY | $225 | 2% |
| 611E97400 CONDUIT, MISC.:8'-0" SPAN X 8'-0" RISE, TYPE A | 80 FT | $704 | 2% |
| 209E60500 LINEAR GRADING | 14 MILE | $2,800 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 15,480 GAL | $2.00 | 1% |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 13.6 MILE | $1,850 | 1% |
| 204E13000 EXCAVATION OF SUBGRADE | 780 CY | $31.00 | 1% |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 39.8 MILE | $500 | 1% |
| 202E23000 PAVEMENT REMOVED | 1,262 SY | $14.00 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $17,000 | 1% |
| Item | Quantity | R1Gerken Paving INC |
|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 1,450 FT | $1.80 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 5 EACH | $275 |
| 202E42051 ANCHOR ASSEMBLY REMOVED, TYPE B, AS PER PLAN | 1 EACH | $115 |
| 202E47001 BRIDGE TERMINAL ASSEMBLY REMOVED, AS PER PLAN | 2 EACH | $65.00 |
| 203E10000 EXCAVATION | 159 CY | $20.00 |
| 203E20000 EMBANKMENT | 798 CY | $12.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 17 STA | $40.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 437.5 FT | $16.40 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 825 FT |
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 →
| $17.60 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 1 EACH | $1,875 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 5 EACH | $2,220 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $1,985 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 1 EACH | $1,250 |
| 204E10000 SUBGRADE COMPACTION | 356 SY | $2.55 |
| 659E00300 TOPSOIL | 209 CY | $7.00 |
| 659E10000 SEEDING AND MULCHING | 1,880 SY | $1.50 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 970 SY | $1.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 47 SY | $1.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.26 TON | $600 |
| 659E35000 WATER | 5.08 MGAL | $1.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 100 FT | $15.50 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $290 |
| 304E20000 AGGREGATE BASE | 52 CY | $75.00 |
| 621E00100 RPM | 438 EACH | $27.25 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 204 EACH | $6.00 |
| 626E00116 BARRIER REFLECTOR, TYPE 5, BI-DIRECTIONAL | 12 EACH | $7.50 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $15.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $110 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $15.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 13.3 MILE | $750 |
| 642E00300 CENTER LINE, TYPE 1 | 6.7 MILE | $800 |
| 644E01000 RAILROAD SYMBOL MARKING | 2 EACH | $800 |
| 614E12460 WORK ZONE MARKING SIGN | 28 EACH | $110 |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 19.9 MILE | $700 |
| 614E32000 WORK ZONE RAILROAD SYMBOL MARKING, CLASS I | 6 EACH | $300 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $90.00 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $40.00 |
| 512E73501 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 700 SY | $14.16 |
| 516E31000 JOINT SEALER, 705.04 | 72 FT | $20.88 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $4,300 |
| 202E34900 PIPE REMOVED | 200 FT | $1.25 |
| 203E20000 EMBANKMENT | 120 CY | $8.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 73 CY | $45.00 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 293 CY | $50.00 |
| 204E30030 GRANULAR MATERIAL, TYPE D | 293 CY | $52.00 |
| 204E50000 GEOTEXTILE FABRIC | 440 SY | $1.15 |
| 204E51001 GEOGRID, AS PER PLAN | 440 SY | $2.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $7,960 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 2,544 LB | $2.00 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 21 CY | $725 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 41 CY | $400 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $2,150 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 61 SY | $34.30 |
| 512E33000 TYPE 2 WATERPROOFING | 275 SY | $25.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 53 SF | $7.50 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $2,600 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 46 CY | $111 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $2,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $14,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (5337.7 CY | $142 | $758k | 22% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 4,691.8 CY | $157 | $737k | 22% |
| 253E02000 PAVEMENT REPAIR | 1,816 CY | $215 | $390k | 11% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 3 | 111,377 SY | $2.23 | $248k | 7% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 3,920 CY | $46 | $180k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $175,000 | $175k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 617E10100 COMPACTED AGGREGATE | 1,404 CY | $70 | $98k | 3% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 34,982 FT | $2.05 | $72k | 2% |
| 451E32000 SPECIAL - PRESSURE RELIEF JOINT, TYPE C | 100 FT | $595 | $60k | 2% |