OTT-SR 163-27.00 Resurf
OTT County · est $1.6M
Bid dateThursday, August 27—
OTT County · est $1.6M
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 · 32 more items below.
| Item | Quantity | R1Erie Blacktop INC | R2Gerken Paving INC | % of bid |
|---|---|---|---|---|
| 442E20100 ASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE | 2,820 CY | $133 | $142 | 26% |
| 424E12001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS P | 1,870 CY | $184 | $165 | 24% |
| 253E02000 PAVEMENT REPAIR | 2,171 CY | $140 | $150 | 21% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 2 | 66,720 SY | $1.45 | $1.70 | 7% |
| 809E69100 STOP LINE RADAR DETECTION | 7 EACH | $8,033 | $6,568 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $38,000 | $70,000 | 3% |
| 809E69000 ADVANCE RADAR DETECTION | 4 EACH |
| Item | Quantity | R1Erie Blacktop INC | R2Gerken Paving INC |
|---|---|---|---|
| 202E30000 WALK REMOVED | 321 SF | $2.10 | $2.55 |
| 202E32000 CURB REMOVED | 36 FT | $11.55 | $9.00 |
| 202E32500 CURB AND GUTTER REMOVED | 44 FT | $11.55 | $10.50 |
| 203E10000 EXCAVATION | 11 CY | $52.50 | $26.00 |
| 608E10000 4" CONCRETE WALK | 450 SF | $5.25 | $14.10 |
| 608E52001 CURB RAMP, AS PER PLAN | 91 SF | $15.75 | $14.10 |
| 660E30000 SODDING UNSTAKED | 53 SY | $65.00 | $11.00 |
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 →
| $8,348 |
| $6,883 |
| 2% |
| 617E10100 COMPACTED AGGREGATE | 495 CY | $48.00 | $53.00 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 9,340 GAL | $2.05 | $1.85 | 1% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 50 CY | $325 | $300 | 1% |
| 209E60500 LINEAR GRADING | 7 MILE | $1,750 | $750 | 1% |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 6.44 MILE | $1,850 | $375 | 1% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,890 | $2,700 | 1% |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 11.55 MILE | $945 | $900 | 1% |
| 621E00100 RPM | 327 EACH | $31.00 | $29.50 | 1% |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | 1% |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 9 EACH | $945 | $1,100 | 1% |
| 608E52000 CURB RAMP | 378 SF | $15.75 | $14.10 | 0% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,940 | $7,800 | 0% |
| 611E99150 INLET ADJUSTED TO GRADE, AS PER PLAN |
| 2 EACH |
| $1,050 |
| $1,300 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 28 FT | $31.50 | $37.50 |
| 609E26000 CURB, TYPE 6 | 11 FT | $26.25 | $32.50 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 4,412 LB | $1.25 | $1.25 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 10 EACH | $420 | $450 |
| 638E10801 VALVE BOX ADJUSTED TO GRADE, AS PER PLAN | 1 EACH | $525 | $650 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 70 EACH | $10.00 | $6.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 6.6 MILE | $788 | $800 |
| 642E00300 CENTER LINE, TYPE 1 | 3.85 MILE | $998 | $900 |
| 644E00400 CHANNELIZING LINE, 8" | 2,275 FT | $1.60 | $2.00 |
| 644E00500 STOP LINE | 206 FT | $6.30 | $8.00 |
| 644E00601 CROSSWALK LINE, AS PER PLAN | 468 FT | $6.30 | $8.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 606 FT | $6.30 | $8.00 |
| 644E01300 LANE ARROW | 34 EACH | $94.50 | $90.00 |
| 644E01500 DOTTED LINE, 4" | 967 FT | $2.10 | $2.00 |
| 625E31510 PULL BOX REMOVED | 7 EACH | $315 | $535 |
| 632E90020 REMOVAL OF MISCELLANEOUS TRAFFIC SIGNAL ITEM:LOOP | 2 EACH | $903 | $847 |
| 632E90500 SIGNALIZATION, MISC.:UNLASH AND RELASH MESSENGER W | 105 FT | $6.30 | $17.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 50 HOUR | $63.00 | $80.00 |
| 614E12460 WORK ZONE MARKING SIGN | 24 EACH | $130 | $110 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $206 | $80.00 |
| 614E12600 REPLACEMENT DRUM | 10 EACH | $58.80 | $60.00 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 6,684 FT | $0.55 | $1.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 618 FT | $3.15 | $3.00 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $5,095 | $3,600 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E20100 ASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE | 2,820 CY | $133 | $375k | 25% |
| 424E12001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS P | 1,870 CY | $184 | $344k | 23% |
| 253E02000 PAVEMENT REPAIR | 2,171 CY | $140 | $304k | 20% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 2 | 66,720 SY | $1.45 | $97k | 6% |
| 809E69100 STOP LINE RADAR DETECTION | 7 EACH | $8,033 | $56k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $38,000 | $38k | 3% |
| 809E69000 ADVANCE RADAR DETECTION | 4 EACH | $8,348 | $33k | 2% |
| 617E10100 COMPACTED AGGREGATE | 495 CY | $48 | $24k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 9,340 GAL | $2.05 | $19k | 1% |