LOR-US 6-00.00
LOR County · est $2.5M
Bid dateThursday, May 12—
LOR County · est $2.5M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 35 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | R2Erie Blacktop INC | R3Karvo Companies INC | % of bid |
|---|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 4,785 CY | $202 | $182 | $228 | 43% |
| 442E20171 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 2,203 CY | $186 | $171 | $205 | 18% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 319 CY | $555 | $775 | $600 | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $129,008 | $156,000 | $175,000 | 6% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 479 CY | $235 | $300 | $375 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | $86,350 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50 INCH) | 61,857 SY |
| Item | Quantity | R1Kokosing Construction Company INC | R2Erie Blacktop INC | R3Karvo Companies INC |
|---|---|---|---|---|
| 202E30000 WALK REMOVED | 1,623 SF | $4.60 | $3.15 | $1.55 |
| 202E32000 CURB REMOVED | 69 FT | $16.00 | $12.60 | $22.95 |
| 202E32500 CURB AND GUTTER REMOVED | 83 FT | $18.85 | $12.60 | $20.15 |
| 203E20001 EMBANKMENT, AS PER PLAN | 3 CY | $120 | $105 | $250 |
| 209E80000 GRADING MAILBOX APPROACHES | 15 EACH | $415 | $350 | $125 |
| 602E20001 CONCRETE MASONRY, AS PER PLAN | 7 CY |
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 →
| $1.40 |
| $2.00 |
| $2.25 |
| 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.00 INCH) | 52,368 SY | $1.05 | $2.45 | $3.50 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 12,947 GAL | $2.00 | $2.30 | $2.75 | 1% |
| 209E60500 LINEAR GRADING | 6.34 MILE | $3,530 | $2,000 | $2,625 | 1% |
| 253E02000 PAVEMENT REPAIR (LONGITUDINAL) | 48 CY | $445 | $695 | $400 | 1% |
| 253E02000 PAVEMENT REPAIR (TRANSVERSE) | 32 CY | $660 | $800 | $650 | 1% |
| 617E10100 COMPACTED AGGREGATE | 683 CY | $30.00 | $65.80 | $102 | 1% |
| 608E10000 4" CONCRETE WALK | 1,209 SF | $16.00 | $12.55 | $9.45 | 1% |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 12.64 MILE | $1,200 | $1,260 | $1,200 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $12,000 | $18,000 | 1% |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 1,396 FT | $10.00 | $10.50 | $10.00 | 1% |
| 608E52000 CURB RAMP | 763 SF | $16.00 | $12.55 | $15.15 | 1% |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT (WHITE | 13.44 MILE | $900 | $945 | $900 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 3,002 GAL | $3.80 | $4.75 | $7.00 | 1% |
| $350 |
| $315 |
| $1,146 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 2 EACH | $920 | $500 | $580 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $1,200 | $630 | $1,375 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 9 EACH | $930 | $1,050 | $620 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 23 FT | $59.00 | $36.75 | $105 |
| 609E26000 CURB, TYPE 6 | 20 FT | $55.00 | $36.75 | $57.90 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 9 EACH | $840 | $485 | $435 |
| 642E00104 EDGE LINE, 6", TYPE 1 (WHITE) | 6.58 MILE | $695 | $730 | $695 |
| 642E00204 LANE LINE, 6", TYPE 1 | 6.58 MILE | $525 | $550 | $525 |
| 642E00300 CENTER LINE, TYPE 1 | 6.25 MILE | $900 | $945 | $900 |
| 646E10010 EDGE LINE, 6" (WHITE) | 0.14 MILE | $15,000 | $15,750 | $15,000 |
| 646E10110 LANE LINE, 6" | 0.14 MILE | $10,000 | $10,500 | $10,000 |
| 646E10200 CENTER LINE | 0.07 MILE | $25,000 | $26,250 | $25,000 |
| AA1 642E00400 CHANNELIZING LINE, 8", TYPE 1 (ALTERNATE 1) | 689 FT | $0.50 | $0.55 | $0.50 |
| AA1 642E00500 STOP LINE, TYPE 1 (ALTERNATE 1) | 698 FT | $3.85 | $4.05 | $3.85 |
| AA1 642E00626 CROSSWALK LINE, 18", TYPE 1 (ALTERNATE 1) | 1,317 FT | $3.15 | $3.30 | $3.15 |
| AA1 642E00700 TRANSVERSE/DIAGONAL LINE, TYPE 1 (YELLOW) (ALTERNA | 75 FT | $3.85 | $4.05 | $3.85 |
| AA1 642E00900 ISLAND MARKING, TYPE 1 (YELLOW) (ALTERNATE 1) | 35 SF | $5.00 | $5.25 | $5.00 |
| AA1 642E01300 LANE ARROW, TYPE 1 (COMBINATION) (ALTERNATE 1) | 1 EACH | $55.00 | $57.25 | $55.00 |
| AA1 642E01300 LANE ARROW, TYPE 1 (LEFT) (ALTERNATE 1) | 106 EACH | $45.00 | $47.25 | $45.00 |
| AA1 642E01300 LANE ARROW, TYPE 1 (RIGHT) (ALTERNATE 1) | 2 EACH | $45.00 | $47.25 | $45.00 |
| AA1 642E01300 LANE ARROW, TYPE 1 (THROUGH) (ALTERNATE 1) | 1 EACH | $45.00 | $47.25 | $45.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 120 HOUR | $80.00 | $73.50 | $75.00 |
| 614E12460 WORK ZONE MARKING SIGN (NO EDGE LINE) | 22 EACH | $85.00 | $89.25 | $85.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 25 CY | $125 | $425 | $350 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 4 SNMT | $930 | $980 | $930 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 13.44 MILE | $725 | $765 | $725 |
| 619E16010 FIELD OFFICE, TYPE B | 2 MNTH | $2,685 | $3,800 | $2,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,650 | $5,000 | $2,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 4,785 CY | $202 | $967k | 41% |
| 442E20171 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 2,203 CY | $186 | $410k | 17% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 319 CY | $555 | $177k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $129,008 | $129k | 5% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 479 CY | $235 | $113k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50 INCH) | 61,857 SY | $1.4 | $87k | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.00 INCH) | 52,368 SY | $1.05 | $55k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 12,947 GAL | $2 | $26k | 1% |
| 209E60500 LINEAR GRADING | 6.34 MILE | $3,530 | $22k | 1% |