WOO-US 23-06.02 Resurf
WOO County · est $2.5M
Bid dateThursday, September 16—
WOO County · est $2.5M
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 · 25 more items below.
| Item | Quantity | R1Gerken Paving INC | R2Kokosing Construction Company INC | R3Shelly Company | % of bid |
|---|---|---|---|---|---|
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 5,104 CY | $140 | $138 | $147 | 30% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 4,548 CY | $157 | $182 | $169 | 30% |
| 253E02000 PAVEMENT REPAIR | 2,556 CY | $140 | $120 | $175 | 15% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3 1/4" | 103,700 SY | $1.85 | $1.35 | $2.20 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $80,000 | $106,978 | $75,000 |
| Item | Quantity | R1Gerken Paving INC | R2Kokosing Construction Company INC | R3Shelly Company |
|---|---|---|---|---|
| 202E30000 WALK REMOVED | 444 SF | $4.05 | $4.05 | $4.05 |
| 202E32501 CURB AND GUTTER REMOVED, AS PER PLAN | 40 FT | $27.00 | $11.50 | $17.00 |
| 202E38000 GUARDRAIL REMOVED | 150 FT | $2.40 | $2.40 | $2.40 |
| 202E58700 MANHOLE ABANDONED | 1 EACH | $2,000 | $900 | $884 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 10.3 MILE | $475 | $800 | $1,500 |
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 →
| 3% |
| 617E10100 COMPACTED AGGREGATE | 1,848 CY | $40.00 | $30.00 | $53.00 | 3% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 30,684 FT | $2.00 | $0.85 | $0.90 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $45,000 | $100,000 | $100,000 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 14,520 GAL | $2.05 | $2.00 | $2.00 | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 34.8 MILE | $600 | $380 | $550 | 1% |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 34.8 MILE | $400 | $200 | $350 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $13,500 | $10,000 | $6,600 | 1% |
| 202E58101 CATCH BASIN REMOVED, AS PER PLAN | 4 EACH | $2,800 | $900 | $2,000 | 0% |
| 621E00100 RPM | 340 EACH | $31.75 | $31.75 | $31.75 | 0% |
| 209E60500 LINEAR GRADING | 12 MILE | $800 | $1,600 | $1,500 | 0% |
| 642E00104 EDGE LINE, 6", TYPE 1 | 11.6 MILE | $800 | $650 | $650 | 0% |
| 614E12460 WORK ZONE MARKING SIGN | 72 EACH | $115 | $85.00 | $85.00 | 0% |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 12" | 523 FT | $14.00 | $12.00 | $11.00 | 0% |
| 642E00300 CENTER LINE, TYPE 1 | 11.6 MILE | $600 | $850 | $850 | 0% |
| 608E52001 CURB RAMP, AS PER PLAN | 485 SF | $14.00 | $14.00 | $14.00 | 0% |
| 606E15050 GUARDRAIL, TYPE MGS |
| 163 FT |
| $36.00 |
| $36.00 |
| $36.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,180 | $1,180 | $1,180 |
| 608E10000 4" CONCRETE WALK | 280 SF | $14.00 | $14.00 | $14.00 |
| 608E52000 CURB RAMP | 51 SF | $14.00 | $14.00 | $14.00 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 1 EACH | $950 | $650 | $625 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 3 EACH | $1,400 | $1,050 | $1,050 |
| 611E98631 CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN | 1 EACH | $1,800 | $1,200 | $1,200 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 3 EACH | $1,400 | $1,050 | $1,100 |
| 609E26000 CURB, TYPE 6 | 16 FT | $25.00 | $25.00 | $32.00 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 11 MILE | $575 | $1,000 | $825 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 6 MILE | $1,075 | $1,350 | $1,075 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 1 EACH | $600 | $550 | $600 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 126 EACH | $5.50 | $5.50 | $6.00 |
| 644E00500 STOP LINE | 26 FT | $14.00 | $12.00 | $12.00 |
| 644E00601 CROSSWALK LINE, AS PER PLAN | 360 FT | $9.00 | $6.00 | $6.00 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $110 | $144 | $144 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $55.00 | $56.00 | $56.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 78 FT | $4.00 | $2.00 | $2.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,130 | $5,000 | $6,560 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 5,104 CY | $140 | $715k | 29% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 4,548 CY | $157 | $714k | 29% |
| 253E02000 PAVEMENT REPAIR | 2,556 CY | $140 | $358k | 15% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3 1/4" | 103,700 SY | $1.85 | $192k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $80,000 | $80k | 3% |
| 617E10100 COMPACTED AGGREGATE | 1,848 CY | $40 | $74k | 3% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 30,684 FT | $2 | $61k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $45,000 | $45k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 14,520 GAL | $2.05 | $30k | 1% |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 34.8 MILE | $600 | $21k | 1% |